Agenda packet — Clovis City Council, March 17, 2025 (part 2 of 3)

2 REVIEWED BY:

Kevin Tsuda, R.E.H.S.

Environmental Health Specialist II (559) 600-33271
cc: Damean Jackson- Environmental Health Division (CT. 57.02) Mike Eastman- Applicant ([email protected]) 291
AGENDA ITEM NO. 8.
292
AGENDA ITEM NO. 8.
293
AGENDA ITEM NO. 8.
294
AGENDA ITEM NO. 8.

PROJECT NO:

APN:

ADDRESS:

SENT:
1995-009A4
547 W. NEES AVE.
560-020-06
January 29, 2024

PUBLIC AGENCY

MARISSA JENSEN

DEPARTMENT OF PLANNING AND

DEVELOPMENT SERVICES

CITY OF CLOVIS
1033

FIFTH STREET

CLOVIS, CA
93612

DEVELOPER

MIKE EASTMAN, PLATINUM ENGINEERING
10648
N. HWY.
41 MADERA, CA
93636
* The Development Review Service Charge shown above is associated with CL SPR 1995-019A3 and is currently proposed to develop in conjunction with this permit.

Payment for this entitlement shall satisfy the amount due on the associated permits.

Drainage Area(s)
Preliminary Fee(s)
CZ
$0.00
Development Review
Service Charge(s)
Fee(s)
NOR Review *
$50.00
To be paid prior to release of District comments to Public Agency and Developer.

Grading Plan Review *
$100.00
Amount to be submitted with first grading plan submittal.

Total Drainage Fee: $0.00
Total Service Charge: $150.00
The proposed development will generate storm runoff which produces potentially significant environmental impacts and which must be properly discharged and mitigated pursuant to the California Environmental Quality Act and the National Environmental Policy Act. The District in cooperation with the City and County has developed and adopted the Storm Drainage and Flood Control Master Plan. Compliance with and implementation of this Master Plan by this development project will satisfy the drainage related CEQA/NEPA impact of the project mitigation requirements.

Pursuant to the District
’
s Development Review Fee Policy, the subject project shall pay review fees for issuance of this Notice of Requirements (NOR) and any plan submittals requiring the District ’
s reviews. The NOR fee shall be paid to the District by Developer before the Notice of Requirement will be submitted to the City. The Grading Plan fee shall be paid upon first submittal. The Storm Drain Plan fee shall be paid prior to return/pick up of first submittal.

The proposed development shall pay drainage fees pursuant to the Drainage Fee Ordinance prior to issuance of a building permit at the rates in effect at the time of such issuance. The fee indicated above is valid through 2/29/24
based on the site plan
submitted to the District on
12/13/23
Contact FMFCD for a revised fee in cases where changes are made in the proposed site plan which materially alter the proposed impervious area.

Considerations which may affect the fee obligation(s) or the timing or form of fee payment:
a.)
Fees related to undeveloped or phased portions of the project may be deferrable. b.)
Fees may be calculated based on the actual percentage of runoff if different than that typical for the zone district under which the development is being undertaken and if permanent provisions are made to assure that the site remains in that configuration.
c.)
Creditable storm drainage facilities may be constructed, or required to be constructed in lieu of paying fees. d.)
The actual cost incurred in constructing Creditable drainage system facilities is credited against the drainage fee obligation.
e.)
When the actual costs incurred in constructing Creditable facilities exceeds the drainage fee obligation, reimbursement will be made for the excess costs from future fees collected by the District from other development. f.)
Any request for a drainage fee refund requires the entitlement cancellation and a written request addressed to the General Manager of the District within 60 days from payment of the fee. A non refundable $300 Administration fee or 5% of the refund whichever is less will be retained without fee credit. 5469 E. OLIVE - FRESNO, CA 93727 - (559) 456-3292 - FAX (559) 456-3194

FRESNO METROPOLITAN FLOOD CONTROL DISTRICT

NOTICE OF REQUIREMENTS
File No. 210.433

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AGENDA ITEM NO. 8.

Approval of this development shall be conditioned upon compliance with these District Requirements.

1. a.

Drainage from the site shall
X
b.

Grading and drainage patterns shall be as identified on Exhibit No. 1.

The grading and drainage patterns shown on the site plan conform to the adopted Storm Drainage and Flood Control Master Plan.

2. The proposed development shall construct and/or dedicate Storm Drainage and Flood Control Master Plan facilities located within the development or necessitated by any off-site improvements required by the approving agency:

Developer shall construct facilities as shown on Exhibit No. 1 as X
None required.

3. The following final improvement plans and information shall be submitted to the District for review prior to final development approval:

X
Grading Plan

Street Plan

Storm Drain Plan

Water & Sewer Plan

Final Map

Drainage Report (to be submitted with tentative map)

Other

None Required

4. Availability of drainage facilities:

X
a.

Permanent drainage service is available provided the developer can verify to the satisfaction of the City that runoff can be safely conveyed to the Master Plan inlet(s).

The construction of facilities required by Paragraph No. 2 hereof will provide permanent drainage service.

Permanent drainage service will not be available. The District recommends temporary facilities until permanent service is available.

See Exhibit No. 2.

5. The proposed development:

Appears to be located within a 100 year flood prone area as designated on the latest Flood Insurance Rate Maps available to the District, necessitating appropriate floodplain management action. (See attached Floodplain Policy.)
X
Does not appear to be located within a flood prone area.

6. The subject site contains a portion of a canal or pipeline that is used to manage recharge, storm water, and/or flood flows. The existing capacity must be preserved as part of site development. Additionally, site development may not interfere with the ability to operate and maintain the canal or pipeline. 5469 E. OLIVE - FRESNO, CA 93727 - (559) 456-3292 - FAX (559) 456-3194

FRESNO METROPOLITAN FLOOD CONTROL DISTRICT

NOTICE OF REQUIREMENTS

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AGENDA ITEM NO. 8.

7. The Federal Clean Water Act and the State General Permits for Storm Water Discharges Associated with Construction and Industrial Activities (State General Permits) require developers of construction projects disturbing one or more acres, and discharges associated with industrial activity not otherwise exempt from National Pollutant Discharge Elimination System (NPDES) permitting, to implement controls to reduce pollutants, prohibit the discharge of waters other than storm water to the municipal storm drain system, and meet water quality standards.

These requirements apply both to pollutants generated during construction, and to those which may be generated by operations at the development after construction.

State General Permit for Storm Water Discharges Associated with Construction Activities, effective July 1, 2010, as amended. A State General Construction Permit is required for all clearing, grading, and disturbances to the ground that result in soil disturbance of at least one acre (or less than one acre) if part of a larger common plan of development or sale). Permittees are required to: submit a Notice of Intent and Permit Registration Documents to be covered and must pay a permit fee to the State Water Resources Control Board (State Board), develop and implement a storm water pollution prevention plan, eliminate non-storm water discharges, conduct routine site inspections, train employees in permit compliance, and complete an annual certification of compliance.

State General Permit for Storm Water Discharges Associated with Industrial Activities, April, 2014 (available at the District Office). A State General Industrial Permit is required for specific types of industries described in the NPDES regulations or by Standard Industrial Classification (SIC) code. The following categories of industries are generally required to secure an industrial permit: manufacturing; trucking; recycling; and waste and hazardous waste management. Specific exemptions exist for manufacturing activities which occur entirely indoors. Permittees are required to: submit a Notice of Intent to be covered and must pay a permit fee to the State Water Resources Control Board, develop and implement a storm water pollution prevention plan, eliminate non-storm water discharges, conduct routine site inspections, train employees in permit compliance, sample storm water runoff and test it for pollutant indicators, and annually submit a report to the State Board.

The proposed development is encouraged to select and implement storm water quality controls recommended in the Fresno-Clovis Storm Water Quality Management Construction and Post-Construction Guidelines (available at the District Office) to meet the requirements of the State General Permits, eliminate the potential for non-storm water to enter the municipal storm drain system, and where possible minimize contact with materials which may contaminate storm water runoff.

8. A requirement of the District may be appealed by filing a written notice of appeal with the Secretary of the District within ten days of the date of this Notice of Requirements.

9. The District reserves the right to modify, reduce or add to these requirements, or revise fees, as necessary to accommodate changes made in the proposed development by the developer or requirements made by other agencies.

10. X
See Exhibit No. 2 for additional comments, recommendations and requirements.

Debbie Campbell
Anthony Zaragoza
Design Engineer, RCE
Engineer III
Digitally signed by Debbie Campbell Date: 1/29/2024 11:30:56 AM Digitally signed by Anthony Zaragoza Date: 1/23/2024 3:48:20 PM 5469 E. OLIVE - FRESNO, CA 93727 - (559) 456-3292 - FAX (559) 456-3194

FRESNO METROPOLITAN FLOOD CONTROL DISTRICT

NOTICE OF REQUIREMENTS

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297
AGENDA ITEM NO. 8.
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SYLM

AR AVE

NEES AVE

JORDAN AVE

MUNCIE AVE

TERRY AVE

TIMMY AVE KENOSHA AVE

CINDY AVE

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FRESNO METROPOLITAN FLOOD CONTROL DISTRICT
EXHIBIT NO. 1
CL CUP 1995-009A4
Prepared by: coreym
Date: 12/13/2023
Path: K:\Autocad\DWGS\0EXHIBIT\CLCUP\1995-009A4.mxd
O
1 " = 200 '
DRAINAGE AREA "CZ"
LEGEND
NOTE: THIS MAP IS SCHEMATIC.

DISTANCES, AMOUNT OF CREDITABLE

FACILITIES, AND LOCATION OF INLET
BOUNDARIES ARE APPROXIMATE.

Existing Master Plan Facilities
Inlet Boundary
Direction Of Drainager
Existing Private Facilities
ð
Limits Of CL CUP 1995-009A4
298
AGENDA ITEM NO. 8.

The minimum finish floor elevation shall be
363.52
(U.S.G.S. Datum).

In an effort to improve storm runoff quality, outdoor storage areas shall be constructed and maintained such that material that may generate contaminants will be prevented from contact with rainfall and runoff and thereby prevent the conveyance of contaminants in runoff into the storm drain system.

The District encourages, but does not require that roof drains from non-residential development be constructed such that they are directed onto and through a landscaped grassy swale area to filter out pollutants from roof runoff.

Development No.

CL CUP No. 1995-009A4

OTHER REQUIREMENTS
EXHIBIT NO. 2
299
AGENDA ITEM NO. 8.

Reed Van Wagenen
534

West

Muncie

Clovis,

93619

[email protected]

(559)

284-0954

February 12, 2025
Clovis City Council
1033

5th

Street

Clovis,

93612

Subject: Appeal to Clovis City Council – CUP1995-009A4 for Valley Crescent School

Dear Mayor Mouanoutoua and Members of the Clovis City Council:

I am writing to formally appeal the approval of Conditional Use Permit (CUP) 1995-009A4

for

Valley

Crescent

School,

granted

the

Clovis

Planning

Commission

January

23,

2025.

respectfully

request

that

the

City

Council

rescind

this

approval

and

require

resubmission

that

includes

accurate

assessments

community

impact

and

project

proposal

congruent

with

the

character

the

neighborhood.

The approved CUP expansion proposes:
● Construction of a 12,500-square-foot, two-story classroom building, ● Installation of a basketball court, and ● A significant increase in student enrollment from 174 to 414 students—an increase

138%.

This expansion is inconsistent with our R-1-zoned neighborhood and will severely impact

quality

life,

property

value,

and

quiet

enjoyment

home,

which

immediately

adjacent

the

north

the

school.

have

lived

here

since

1997,

and

many

neighbors—longtime

Clovis

residents—share

similar

concerns.

Grounds for Appeal

1. Noise and Disruption
The noise study submitted to the Planning Commission was misleading and did not accurately

represent

current

conditions.

was

conducted

before

8:00

a.m.,

before

children

were

actively

the

playground,

and

locations

that

not

reflect

the

true

Attachment 5
300
AGENDA ITEM NO. 8.
impact on adjacent homes. Had the study been conducted while students were outside, it

would

have

revealed

already

unbearable

noise

level—one

that

will

only

worsen

with

increased

enrollment

and

new

facilities

the

basketball

court.

The Fresno County Department of Public Health raised concerns about this issue in its June

29,

2023,

letter

recommending

conditions

approval:

“The proposed project has the potential to expose nearby residents to elevated noise

levels.

Consideration

should

given

your

City’s

municipal

code.”

Additionally, the school has previously used an outdoor PA system without notice to neighbors,

producing

sound

levels

high

that

family

has

had

leave

our

home

multiple

occasions.

There

guarantee

that

such

disruptions

won’t

become

frequent

under

the

new

CUP.

The construction phase presents another significant issue. A project of this scale—constructing

two-story,

12,500-square-foot

commercial-style

building—will

result

prolonged

construction

period

than

year,

with

noise

allowed

between

7:00

a.m.

and

7:00

p.m.

weekdays

and

9:00

a.m.

5:00

p.m.

weekends.

Beyond

the

noise,

construction

workers

will

have

direct

line

sight

into

private

backyards

and

pool

areas,

further

infringing

the

privacy

adjacent

homeowners.

2. Traffic and Public Safety Hazards
The traffic study presented to the Planning Commission failed to address existing problems

and

the

serious

risks

posed

increased

congestion.

Specifically,

the

study

did

not

adequately

assess

the

impact

the

uncontrolled

intersection

Nees

and

Sylmar

Avenues,

located

the

southeast

corner

the

project

site.

This intersection is already dangerous, and tragically, a fatal accident occurred there in August

2023.

The

current

drop-off

and

pick-up

process

for

the

school

creates

significant

congestion,

making

difficult

for

residents

exit

the

neighborhood.

Parents

frequently

use

the

eastbound

Nees

Avenue

turn

pocket

for

U-turns,

blocking

egress

for

residents

and

creating

hazardous

conditions.

Doubling

enrollment

will

undoubtedly

exacerbate

these

risks.

3. Inaccurate Information and a Rushed Decision by the Planning Commission The Planning Commission’s approval process was flawed. Commissioner Bedsted initially

proposed

delaying

the

decision

allow

for

neighborhood

meeting

address

concerns.

However,

this

motion

was

quickly

rescinded

after

was

stated

that

approval

was

needed

that

night

for

the

school

meet

its

construction

timeline

and

occupancy

for

- 2 -
301
AGENDA ITEM NO. 8.
the 2025/26 school year. That timeline was, of course, completely unrealistic. As a result,

the

Commission

proceeded

without

requiring

meeting

between

the

school

and

neighbors.

Since then, a neighborhood meeting was held on February 5, 2025, with school representatives.

Key

takeaways

include:

● The school now claims it only intends to enroll a maximum of 300 students, despite

the

CUP

allowing

414.

300

indeed

the

limit,

the

CUP

should

reflect

that

number.
● The school asserts it will not expand to include high school grades, although an internal

the

Planning

Commission

packet

(Attachment

suggests

otherwise.
● Neighbors requested the following modifications: 1. A revised project scope to accommodate a maximum of 300 K-8 students. 2. A single-story building to better align with the neighborhood. 3. A noise mitigation plan with ongoing monitoring.

Given these discrepancies, it is imperative that the Clovis City Council intervene to ensure

transparency

and

proper

consideration

neighborhood

concerns.

Request for Action
On behalf of my neighbors, I respectfully request the Clovis City Council:
● Rescind CUP1995-009A4 and require new noise and traffic studies that accurately

reflect

neighborhood

conditions.
● Limit site development to accommodate a maximum of 300 students, as stated by

school

representatives.
● Require the building to be single-story to maintain the character of the residential neighborhood.
● Mandate a noise mitigation plan with continuous monitoring and enforceable restrictions.
● Approve a refund of the $1,760.00 appeal fee, which was collectively paid by the neighbors.

Our

position

should

not

have

pay

protect

our

neighborhood

from

flawed

CUP

approval.

Conclusion
This proposed expansion is simply incompatible with the surrounding neighborhood and will

bring

increased

noise,

traffic

congestion,

loss

privacy,

and

disruption

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302
AGENDA ITEM NO. 8.
long-established residents. A project of this scale was never anticipated in our R-1 community,

and

approving

proposed

inconsistent

with

the

“Clovis

Way

Life.”

I urge you to reconsider this approval and require a modified proposal that respects both

the

needs

the

school

and

the

rights

its

neighbors.

Thank you for your time and consideration.

Sincerely,

Reed Van Wagenen

- 4 -
303
AGENDA ITEM NO. 8.

AZ Office CA Office
4960 S. Gilbert Road, Ste 1-461 1197 Los Angeles Avenue, Ste C-256 Chandler, AZ 85249 Simi Valley, CA 93065
p. (602) 774-1950 p. (805) 426-4477
www.mdacoustics.com

MD Acoustics, LLC 1
JN: 10982404_Addendum Letter Report
February 21, 2025

Ms. Maria Ruvalcaba
Salem Engineering Group Inc.
4729 W. Jacquelyn Avenue
Fresno, CA

Subject: Valley Crescent School Expansion – Addendum #1 to the Noise Impact Study – City of Clovis, CA

Dear Ms. Ruvalcaba:

MD Acoustics, LLC (MD) has completed an addendum to the Noise Impact Study for the Valley Crescent School Expansion project located at 547 West Nees Avenue in the City of Clovis, CA . MD conducted an additional analysis on the stationary noise (e.g. kids talking/playing, basketball and volleyball noise, etc.) sources at the project site which consisted of taking additional operational noise measurements and creating an operational (recess/kids playing) noise model in SoundPlan 3D acoustical modeling software (SP) to validate and verify compliance to the City’s noise ordinance. This assessment reviews the existing and future operational noise levels at Valley Crescent School and projects any noise level changes associated with the planned school expansion.

The existing site consists of a main building, portable buildings, two (2) existing shade structures, an approximate 28,600 square-foot soccer field, an approximate 2,800 square-foot basketball court, a shaded playground, and 31 parking spaces . The proposed project will consist of increasing student enrollment from 167 to a maximum of 414 students (K -8th), adding a proposed 2 -story building, reloca ting the basketball court, and removing the shaded playground.

The project location is shown in Exhibit A, and the proposed project site plan is shown in Exhibit B. A glossary of acoustical terms is provided in Appendix A.

1.0 Assessment Overview
On February 14, 2025, MD conducted additional on-site measurements of the baseline conditions at the school while students were playing in the playground areas. MD conducted three (3) measurements at the project site. The project location map and measurement locations are indicated in Exhibit A.

There were between 0-15 kids playing on the playground during the measurements. Noise consisted of students screaming, laughing, and playing with basketballs on the existing basketball court, traffic, and a pool pump at one of the neighboring residences . MD noted that there is an existing 7-foot CMU wall surrounding the school along the north, east, and west property lines.

Using the baseline conditions, MD calculated the project's current and predicted future operational noise levels and compared them to the City’s noise ordinance for informational purposes. The site plan utilized for the project is indicated in Exhibit B. Land uses surrounding the project site include residential uses to the north, south, east, and west.

Attachment 6
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AGENDA ITEM NO. 8.

Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 2
JN: 10982404_Addendum Letter Report
Exhibit A
Location Map and Measurement Locations

Site
7’ perimeter wall
Site 3
1 Approximate Location of
students playing at recess
2 3
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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 3
JN: 10982404_Addendum Letter Report

Exhibit B
Site Plan
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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 4
JN: 10982404_Addendum Letter Report

2.0 Local Acoustical Requirements
This study evaluates the stationary noise sources from the project and compares the findings to the City of Clovis Municipal Code.

City of Clovis Municipal Code
Section 9.22.080 and Section 5.27.604 of the City’s Municipal Code outlines the City’s exterior noise limits as it relates to stationary noise sources.

9.22.080 Noise.

D. Noise Standards. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a designated noise zone:

Table 1: Maximum Exterior Noise Standards

Noise Zone Type of Land Use
Allowable Exterior Noise Level
(15-Minute Leq)
7 a.m. to 10 p.m. 10 p.m. to 7 a.m.

I Single-, two-, or multiple-family residential 55 dBA 50 dBA II Commercial 65 dBA 60 dBA
III Residential portions of mixed use properties 60 dBA 50 dBA IV Industrial or manufacturing 70 dBA 70 dBA

Table 2: Maximum Interior Noise Standards

Noise Zone Type of Land Use
Allowable Interior Noise Level
(15-Minute Leq)
7 a.m. to 10 p.m. 10 p.m. to 7 a.m.

I Residential 45 dBA 40 dBA
II Administrative/professional office 50 dBA
III Residential portions of mixed use properties 45 dBA 40 dBA

1. If the ambient noise level exceeds the resulting standard, the ambient shall be the standard.

2. It is unlawful for any person to create any noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which causes the noise level when measured on any property measured at the property line, to exceed either of the following within the incorporated area of the City:
a. The noise standard for the applicable zone for any fifteen (15) minute period; b. A maximum impulsive noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A -weighted slow response). Impulsive noise which repeats four (4) or more times in any hour between 10:00 p.m. and 7:00 a.m. shall be measured as continuous sound and meet the noise standard for the applicable zone. 307
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Valley Crescent School Expansion
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MD Acoustics, LLC 5
JN: 10982404_Addendum Letter Report

3. When properties of two (2) different noise zones abut one another, the maximum exterior noise level shall be the lower of the two (2) noise zones where one zone is residential, and in other contexts shall be the average of the two (2) zones.

G. Acts deemed violations of section. The following acts are a violation of this section:

2. Construction noise. Construction activities shall be subject to the provisions of Section 5.27.604, which sets forth the permissible hours for construction activity. At all other times, no person shall operate, or cause to be operated, tools or equipment used in alteration, construction, demolition, drilling, or repair work so that the sound creates a noise disturbance across a residential property line, except for emergency work. Stationary equipment (e.g., generators) shall not be located adjacent to any existing residences unless enclosed in a noise attenuating structure, subject to the review and approval of the Director.

3.0 Field Survey and Baseline Measurements
On February 14, 2025, MD recorded observations and noise level measurements on the Valley Crescent School campus during operational hours between 9:00 am and 11:00 am. The campus is enclosed by 7- foot-tall concrete masonry unit (CMU) walls to the north, east, and west. Exhibit C shows pictures of the existing walls. Appendix B provides the field notes on the measurements conducted.

Exhibit C: CMU Property Line Walls

Three (3) 15-minute noise readings were taken at various locations on the campus (see Exhibit A). The measurement results are summarized in Table 3.

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MD Acoustics, LLC 6
JN: 10982404_Addendum Letter Report
Table 3: Noise Measurement Results

Measurements Location Leq (dBA) Measurement Conditions
NM1 57 12 students playing with basketballs
NM2 49 12 students playing for 2 minutes, 13 minutes of ambient NM3 50 Includes 15 students playing for 5 minutes

NM1 provides a representative example of operational noise level s as it includes students socializing, playing, bouncing basketballs, etc., combined with ambient noise resulting from traffic. MD used this noise level combined with the observations of the source (12 students playing) to model the noise produced by students playing on the basketball court. NM1 shows that 12 students playing approximately 115 feet away produced an Leq of 57 dBA. Exhibit D shows students playing during the noise measurement NM1.

Exhibit D: Students Playing During Recess

4.0 Study Method and Procedure
SoundPLAN Acoustic Model
SoundPLAN (SP) acoustical modeling software was utilized to model future worst‐case stationary noise impacts to the adjacent land uses. SP is capable of evaluating multiple stationary noise source impacts at various receiver locations . SP’s software utilizes algorithms (based on the inverse square law and reference equipment noise level data) to calculate noise level projections. The software allows the user to input specific noise sources, spectral content, sound barriers, building placement, topography, and sensitive receptor locations. Appendix C provides the model input and outputs.

MD utilized playground sound level reference data as well as the 2/14/2025 measurement data of 12 kids playing with basketballs at recess to model the noise levels of both existing and future operations.

Reference measurements are included in Appendix D. The measured noise level of NM1 (12 kids playing 309
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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 7
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basketball) was 57 dBA Leq at approximately 115 feet. MD used the following equation to convert the measured Leq to sound power level for modeling purposes:

𝐿𝑤 = 𝐿𝑝 + |10 ∗ 𝑙𝑜𝑔10( 𝑄
4𝜋𝑟2)|

Where Lw is sound power level, Lp is the measured Leq, Q is the directivity factor, and r is the distance in meters from the sound source. MD scaled the playground sound level data according to the number of students playing to match the existing condition and the future condition using the following equation:

𝐿𝑝 𝑎𝑑𝑗𝑢𝑠𝑡𝑒𝑑 = 10 ∗ 𝑙𝑜𝑔10( 𝑛
𝑛𝑟𝑒𝑓
∗10
𝐿𝑝 𝑟𝑒𝑓
10 )

Where Lp adjusted is the adjusted Leq, n is the number of kids playing in the model, nref is the number of kids playing in the reference measurement, and Lp ref is the reference measurement Leq.

Table 4 provides the referenced noise level measurements used to develop the SoundPlan model. These measurements were conducted either at the project site or of other school expansion projects where measurement data was obtained of children playing.

Table 4: Measured Reference Noise Sources

Noise Source1 # of kids Noise Level (dBA, Leq)
Kids on Playground 75 70
Kids Playing with Basketballs 12 57

1. See Appendix D for reference measurement data.

Existing Condition: Existing play areas consist of the soccer field, the basketball court, and play structure.

Per the recess schedule, a maximum of up to one-third of the total student population will be allowed outside at a given time. Thus, MD assumed a total of 56 students are playing in the various play areas. The basketball court was directly calibrated to the NM1 data and assumes 12 students are playing in the area.

MD modeled the students playing with basketballs as a point source because the primary contribution to the noise is the impulsive bounce sound of the ball hitting the ground. The soccer field was modeled as a 1,500 square-foot area source with 1 student per 44 square feet (34 students total), and the play structure was modeled as a 675 square-foot area source with 1 student per 68 square feet ( 10 students total).

Because noise emanating from kids playing on the field and the play structure is spread across the respective play areas as children run around, MD modeled these as area sources.

In order to develop a noise model of the existing recess (kids playing) noise condition, MD adjusted the reference noise level data to match the 1/3 student population assumptions. Table 5 provides the Existing Operational reference noise levels utilized within the SoundPlan model.

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Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 8
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Table 5: Reference Noise Sources – Existing Operational Condition

Noise Source # of kids Noise Level (dBA, Leq) Adjustment for project condition Kids on Soccer Field 34 67 adjusted to 67 dBA for 34 kids2 Kids Playing with Basketballs 12 57 none needed1
Play Structure 10 61 adjusted to 61 dBA for 10 kids2

1. See Appendix D for measurements

2. Adjusted level refers to adjustment of the Leq based on number of kids playing, see “Lp adjusted” equation above.

Future Condition: The project proposes increasing the number of students, constructing a new classroom building, relocating the basketball court to the east side of the project site , and removing the play structure. The proposed project would increase the maximum number of possible students from 167 to 414 students. No more than one-third of the total students would be outside for recess at a given time.

Thus, MD modeled the future condition assuming a maximum of 138 students are playing outside. The basketball court was modeled the same as the existing condition (12 students) at the proposed location.

The remainder of the students (126 students) are assumed to be located on the soccer field. The soccer field was thus modeled as a 1,500 square-foot area source with 1 student per 12 square feet. The proposed new structure will be a two -story building that is assumed to have rooftop mounted HVAC shielded by the rooftop parapet. Any increase in noise due to HVAC will be negligible as the noise level at the receptor sites will be far below (more than 10dB less than) the ambient noise due to traffic.

The future project condition (increase in the student population to 414 children) was modeled using the reference measurement data to match the 1/3 student po pulation assumptions as described above.

Table 6 provides the Future Operational reference noise levels utilized within the SoundPlan model.

Table 6: Reference Noise Sources – Future Operational Condition

Noise Source # of kids Noise Level (dBA, Leq) Adjustment for project condition Kids on Soccer Field 126 72 adjusted to 72 dBA for 126 kids2 Kids Playing with Basketballs 12 57 none needed1

1. See appendix D for measurements

2. Adjusted level refers to adjustment of the Leq based on number of kids playing, see “Lp adjusted” equation above.

5.0 Findings and Recommendations
A total of four (4) receptors were modeled to evaluate the existing and future operational noise levels near the project site. A receptor is denoted by a yellow dot. Receiver 1 – Receiver 4 represent the noise level at the surrounding residential properties that could be impacted by project noise.

Existing Operational Noise Levels
Exhibit E shows the existing ambient plus project noise level based on the current conditions. The noise contours illustrate how the noise will propagate. Existing project noise levels at the surrounding residential uses range between 47 to 52 dBA Leq at the property line and thus fall within the exterior 55 dBA daytime (7 am – 10 pm) noise limits for residential properties. Table 7 provides the noise levels associated with this condition.
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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 9
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Exhibit E
Existing Noise Level Condition

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Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 10
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Table 7: 56 Kids Playing Outside – Existing Operational Noise Levels (dBA) Receptor Existing Noise Level
(dBA, Leq) Daytime Noise Limit Exceeds the Noise Standard (?)
1 52
55 No
2 52 No
3 50 No
4 47 No

1. See Exhibit E for the noise contour map, assumes 56 children playing.

Future Operational Noise Levels
Exhibit F shows the future projected ambient plus project noise level based on the proposed expansion.

The noise contours illustrate how the noise will propagate. The noise levels will range between 51 to 55 dBA Leq at the residential receptors. Thus, the proposed project will meet the daytime residential noise limit of 55 dBA Leq. Table 8 compares the existing and future noise level conditions.

Table 8: 138 Kids Playing Outside – Future Operational Noise Levels (dBA) Receptor Future Noise Level
(dBA, Leq) Daytime Noise Limit Exceeds the Noise Standard (?)
1 55
55 No
2 55 No
3 53 No
4 51 No

1. See Exhibit F for the noise contour map, assumes 138 children playing.

Table 9 provides the change in the noise level condition as a result of the increase in the children playing within the play areas of the school. It is anticipated that the change in noise level will range between 3 to 4 dBA at the adjust sensitive uses (residences). As previously mentioned, the noise levels take into account the existing 7-foot tall CMU wall around the property line.

Table 9: Change in Operational Noise Levels (dBA)

Receptor
Existing Noise Level
(dBA, Leq)
Future
Noise Level
(dBA, Leq)
Daytime Noise Limit
Change in Noise Level as
Result of Project
1 52 55 55 +3
2 52 55 55 +3
3 50 53 55 +3
4 47 51 55 +4

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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 11
JN: 10982404_Addendum Letter Report
Exhibit F
Future Noise Level Condition

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Valley Crescent School Expansion
Addendum #1 to the Noise Impact Study
City of Clovis, CA

MD Acoustics, LLC 12
JN: 10982404_Addendum Letter Report
It takes a change of 3 dB or more for the human ear to perceive a change in loudness. The project will increase the existing noise level by up to 4 dB. Thus, the change in noise level would be “Just perceptible” at the residential receptors.

The proposed project will meet the City’s exterior noise standards for residential use, and the noise level increase due to the project will be less than significant.

Interior Noise Levels
The future interior noise level was calculated for the sensitive receptor locations using a typical “windows open” and “windows closed” condition. A “windows open” condition assumes 12 dBA of noise attenuation from the exterior noise level. A “windows closed” condition” assumes 20 dBA of noise attenuation from the exterior noise level. Table 10 indicates the interior noise levels for the surrounding receptors.

Table 10: Future Interior Noise Levels (dBA Leq)

Receptor
Location
Noise Level at
Residential
Building Facade
Interior Noise Standard
(dBA Leq)
Interior Noise Level w/ Typical
Residential Windows
Window Open Windows Closed
1 55 45 43 35
2 55 45 43 35
3 53 45 41 33
4 51 45 39 31

As shown in Table 10 the interior noise level will be 37 to 43 dBA Leq with the windows open and 29 to 35 dBA Leq with the windows closed, which meets the City’s interior noise standard of 45 dBA as defined within Section 9.22.080.D of the municipal code.

6.0 Conclusions
MD is pleased to provide this addendum to the noise impact study for the Valley Crescent School project.

The proposed Valley Crescent School project will comply with the City of Clovis’s noise standards. If you have any questions regarding this analysis, please call our office at (805) 426-4477.

Sincerely,
MD Acoustics, LLC

Rachel Edelman Mike Dickerson Joel Demir
Acoustical Consultant Principal, INCE Acoustical Consultant, INCE 315
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Appendix A
Glossary of Acoustical Terms
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1 Sound, Noise and Acoustics
Sound is a disturbance created by a moving or vibrating source and is capable of being detected by the hearing organs. Sound may be thought of as mechanical energy of a moving object transmitted by pressure waves through a medium to a human ear. For traffic, or stationary noise, the medium of concern is air. Noise is defined as sound that is loud, unpleasant, unexpected, or unwanted.

2 Frequency and Hertz
A continuous sound is described by its frequency (pitch) and its amplitude (loudness). Frequency relates to the number of pressure oscillations per second. Low-frequency sounds are low in pitch (bass sounding) and high-frequency sounds are high in pitch (squeak). These oscillations per second (cycles) are commonly referred to as Hertz (Hz). The human ear can hear from the bass pitch starting out at 20 Hz all the way to the high pitch of 20,000 Hz.

3 Sound Pressure Levels and Decibels
The amplitude of a sound determines it loudness. The
loudness of sound increases or decreases as the amplitude increases or decreases. Sound pressure amplitude is
measure in units of micro-Newton per square inch meter
(N/m2), also called micro -Pascal (µPa). One µPa is
approximately one hundred billionths (0.00000000001) of normal atmospheric pressure. Sound pressure level (SPL or Lp) is used to describe in logarithmic units the ratio of actual sound pressures to a reference pressure squared.

These units are called decibels abbreviated dB. Exhibit C illustrates references sound levels for different noise sources.

4 Addition of Decibels
Because decibels are on a logarithmic scale, sound
pressure levels cannot be added or subtracted by simple plus or minus addition. When two sounds or equal SPL are combined, they will produce an SPL 3 dB greater than the original single SPL. In other words, sound energy must be doubled to produce a 3 dB increase. If two sounds differ by approximately 10 dB, the higher sound level is the predominant sound.

5 Human Response to Changes in Noise Levels
In general, the healthy human ear is most sensitive to sounds between 1,000 Hz and 5,000 Hz, (A - weighted scale) and it perceives a sound within that range as being more intense than a sound with a higher or lower frequency with the same magnitude. For purposes of this report as well as with most environmental documents, the A -scale weighting is typically reported in terms of A -weighted decibel (dBA). Typically, the human ear can barely perceive the change in noise level of 3 dB. A change in 5 dB is readily perceptible, and a change in 10 dB is perceived as being twice or half as loud. As previously 317
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discussed, a doubling of sound energy results in a 3 dB increase in sound, which means that a doubling of sound energy (e.g. doubling the volume of traffic on a highway) would result in a barely perceptible change in sound level.
6 Noise Descriptors
Noise in our daily environment fluctuates over time. Some noise levels occur in regular patterns, others are random. Some noise levels are constant while others are sporadic. Noise descriptors were created to describe the different time-varying noise levels.

A-Weighted Sound Level: The sound pressure level in decibels as measured on a sound level meter using the A -weighted filter network. The A -weighting filter de -emphasizes the very low and very high frequency components of the sound in a manner similar to the response of the human ear. A numerical method of rating human judgment of loudness.

Ambient Noise Level: The composite of noise from all sources, near and far. In this context, the ambient noise level constitutes the normal or existing level of environmental noise at a given location.

Community Noise Equivalent Level (CNEL): The average equivalent A-weighted sound level during a 24- hour day, obtained after addition of five (5) decibels to sound levels in the evening from 7:00 to 10:00 PM and after addition of ten (10) decibels to sound levels in the night before 7:00 AM and after 10:00 PM.

Decibel (dB): A unit for measuring the amplitude of a sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micro - pascals.

dB(A): A-weighted sound level (see definition above).

Equivalent Sound Level (LEQ): The sound level corresponding to a steady noise level over a given sample period with the same amount of acoustic energy as the actual time varying noise level. The energy average noise level during the sample period.

Habitable Room: Any room meeting the requirements of the Uniform Building Code or other applicable regulations which is intended to be used for sleeping, living, cooking or dining purposes, excluding such enclosed spaces as closets, pantries, bath or toilet rooms, service rooms, connecting corridors, laundries, unfinished attics, foyers, storage spaces, cellars, utility rooms and similar spaces.

L(n): The A-weighted sound level exceeded during a certain percentage of the sample time. For example, L10 in the sound level exceeded 10 percent of the sample time. Similarly L50, L90 and L99, etc.

Noise: Any unwanted sound or sound which is undesirable because it interferes with speech and hearing, or is intense enough to damage hearing, or is otherwise annoying. The State Noise Control Act defines noise as "...excessive undesirable sound...".

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Outdoor Living Area: Outdoor spaces that are associated with residential land uses typically used for passive recreational activities or other noise -sensitive uses. Such spaces include patio areas, barbecue areas, jacuzzi areas, etc. associated with residential uses; outdoor patient recovery or resting areas associated with hospitals, convalescent hospitals, or rest homes; outdoor areas associated with places of worship which have a significant role in services or other noise -sensitive activities; and outdoor school facilities routinely used for educational purposes which may be adversely impacted by noise. Outdoor areas usually not included in this definition are: front yard areas, driveways, greenbelts, maintenance areas and storage areas associated with residential land uses; exterior areas at hospitals that are not used for patient activities; outdoor areas associated with places of worship and principally used for short- term social gatherings; and, outdoor areas associated with school facilities that are not typically associated with educational uses prone to adverse noise impacts (for example, school play yard areas).

Percent Noise Levels: See L(n).

Sound Level (Noise Level): The weighted sound pressure level obtained by use of a sound level meter having a standard frequency-filter for attenuating part of the sound spectrum.

Sound Level Meter: An instrument, including a microphone, an amplifier, an output meter, and frequency weighting networks for the measurement and determination of noise and sound levels.

Single Event Noise Exposure Level (SENEL): The dB(A) level which, if it lasted for one second, would produce the same A-weighted sound energy as the actual event.

7 Sound Propagation
As sound propagates from a source it spreads geometrically. Sound from a small, localized source (i.e., a point source) radiates uniformly outward as it travels away from the source in a spherical pattern. The sound level attenuates at a rate of 6 dB per doubling of distance. The movement of vehicles down a roadway makes the source of the sound appear to propagate from a line (i.e., line source) rather than a point source. This line source results in the noise propagating from a roadway in a cylindrical spreading versus a spherical spreading that results from a point source. The sound level attenuates for a line source at a rate of 3 dB per doubling of distance.

As noise propagates from the source, it is affected by the ground and atmosphere. Noise models use hard site (reflective surfaces) and soft site (absorptive surfaces) to help calculate predicted noise levels. Hard site conditions assume no excessive ground absorption between the noise source and the receiver. Soft site conditions such as grass, soft dirt or landscaping attenuate noise at a rate of 1.5 dB per doubling of distance. When added to the geometric spreading, the excess ground attenuation results in an overall noise attenuation of 4.5 dB per doubling of distance for a line source and 7.5 dB per doubling of distance for a point source.

Research has demonstrated that atmospheric conditions can have a significant effect on noise levels when noise receivers are located 200 feet from a noise source. Wind, temperature, air humidity and turbulence can further impact have far sound can travel.
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Appendix B
Field Data Sheets
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323
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324
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Airplane
Kids + Traffic
325
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Kids go back inside
Airplane
Airplane
326
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15 Kids at Lunch
3 Kids
327
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Appendix C
SoundPlan Inputs/Outputs
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Valley Crescent School Clovis Noise
Contribution spectra - 005 - Exising - Calibrated: Outdoor SP 23 Source Time
slice
Sum
dB(A)
25Hz
dB(A)

31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)

12.5kHz
dB(A)
16kHz
dB(A)
Receiver R1 Fl G Lr,lim dB(A) Leq,d 51.8 dB(A)
Court Leq,d 50.6 50.6
Field Leq,d 42.4 -7.9 -3.3 -0.1 -0.7 8.4 12.2 11.4 11.1 13.3 11.9 17.0 19.2 23.2 27.8 29.8 34.3 35.5 35.5 35.1 31.9 26.6 24.9 22.3 16.8 10.7 0.6 -9.6 -20.7 -33.7 PlaygroundLeq,d 42.9 -5.6 -1.1 2.1 1.5 10.5 14.3 13.7 13.3 15.4 13.6 18.7 21.1 25.1 28.5 30.1 34.9 36.0 36.0 35.3 32.3 26.7 24.6 22.6 17.2 11.9 3.1 -4.7 -11.8 -20.6 Receiver R2 Fl G Lr,lim dB(A) Leq,d 52.0 dB(A)
Court Leq,d 50.2 50.2
Field Leq,d 45.5 -5.5 -1.0 2.3 1.7 10.8 14.6 13.9 13.6 15.8 14.3 19.5 21.7 25.7 29.8 32.2 37.3 38.4 38.5 38.2 35.5 30.3 28.4 25.8 20.0 13.9 4.0 -5.6 -15.6 -27.4 PlaygroundLeq,d 42.7 -11.1 -6.6 -3.3 -3.9 5.3 9.2 8.6 10.1 12.4 11.1 17.3 19.8 23.9 27.6 29.5 34.2 35.5 35.8 35.6 32.8 27.7 25.9 23.7 18.6 13.4 4.4 -4.3 -13.8 -25.6 Receiver R3 Fl G Lr,lim dB(A) Leq,d 50.0 dB(A)
Court Leq,d 46.7 46.7
Field Leq,d 47.0 -2.6 2.0 5.2 4.6 13.6 17.5 16.9 16.5 18.7 17.1 22.2 24.4 28.5 32.1 33.9 39.0 40.0 40.1 39.4 36.3 31.2 29.8 27.5 22.2 16.4 7.0 -1.9 -11.0 -21.1 PlaygroundLeq,d 36.2 -17.3 -12.7 -9.5 -10.1 -1.0 2.9 2.1 1.8 4.0 2.8 8.0 10.2 14.2 18.4 20.5 27.5 28.9 29.3 29.5 27.0 21.8 20.1 17.3 12.0 5.3 -6.0 -17.9 -31.0 -46.6 Receiver R4 Fl G Lr,lim dB(A) Leq,d 47.1 dB(A)
Court Leq,d 40.4 40.4
Field Leq,d 45.6 -6.8 -2.3 0.9 0.3 9.4 13.2 12.5 12.1 14.2 13.5 20.2 23.3 27.5 31.0 32.8 37.4 38.5 38.6 38.2 35.3 30.0 28.2 26.5 20.9 14.9 4.8 -5.4 -16.5 -29.2 PlaygroundLeq,d 36.3 -17.3 -12.7 -9.5 -10.1 -1.1 2.8 1.9 1.6 3.7 2.4 8.8 11.9 15.9 19.8 21.9 27.4 28.8 29.1 29.5 27.7 22.2 20.3 18.3 12.6 6.2 -4.6 -16.1 -29.3 -45.1 SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 331
AGENDA ITEM NO. 8.

Valley Crescent School Clovis Noise
Contribution level - 005 - Exising - Calibrated: Outdoor SP9 Source Source group Source typeTr. lane Leq,d
dB(A)
A
dB
Receiver R1 Fl G Lr,lim dB(A) Leq,d 51.8 dB(A)
CourtDefault industrial noisePoint 50.6 0.0
FieldDefault industrial noiseArea 42.4 0.0
PlaygroundDefault industrial noiseArea 42.9 0.0
Receiver R2 Fl G Lr,lim dB(A) Leq,d 52.0 dB(A)
CourtDefault industrial noisePoint 50.2 0.0
FieldDefault industrial noiseArea 45.5 0.0
PlaygroundDefault industrial noiseArea 42.7 0.0
Receiver R3 Fl G Lr,lim dB(A) Leq,d 50.0 dB(A)
CourtDefault industrial noisePoint 46.7 0.0
FieldDefault industrial noiseArea 47.0 0.0
PlaygroundDefault industrial noiseArea 36.2 0.0
Receiver R4 Fl G Lr,lim dB(A) Leq,d 47.1 dB(A)
CourtDefault industrial noisePoint 40.4 0.0
FieldDefault industrial noiseArea 45.6 0.0
PlaygroundDefault industrial noiseArea 36.3 0.0
SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 332
AGENDA ITEM NO. 8.

Valley Crescent School Clovis Noise
Octave spectra of the sources in dB(A) - 005 - Exising - Calibrated: Outdoor SP3 Name Source typel or A
m,m²
Li
dB(A)
Rw
dB
L'w
dB(A)
Lw
dB(A)
KI
dB
KT
dB
LwMax
dB(A)
DO-Wall
dB
Day histogram Emission spectrum 63Hz
dB(A)
125Hz
dB(A)
250Hz
dB(A)
500Hz
dB(A)
1kHz
dB(A)
2kHz
dB(A)
4kHz
dB(A)
8kHz
dB(A)
16kHz
dB(A)
Court Point 96.0 96.0 0.0 0.0 0 100%/24h Street basketball 96.0 Field Area 139.36 73.4 94.8 0.0 0.0 0 100%/24h Playground - 69.9 @ 10ft60.6 66.4 73.0 83.7 92.1 89.9 82.6 71.9 53.5 Playground Area 67.33 69.2 87.5 0.0 0.0 0 100%/24h Playground - 69.9 @ 10ft53.2 59.1 65.6 76.4 84.7 82.6 75.2 64.6 46.2 SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 333
AGENDA ITEM NO. 8.

Valley Crescent School Clovis Noise
Contribution spectra - 006 - Per Plan: Outdoor SP 23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)

31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)

1.25kHz
dB(A)

1.6kHz
dB(A)
2kHz
dB(A)

2.5kHz
dB(A)

3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)

6.3kHz
dB(A)
8kHz
dB(A)
10kHz
dB(A)

12.5kHz
dB(A)
16kHz
dB(A)
Receiver R1 Fl G Lr,lim dB(A) Leq,d 55.5 dB(A)
Court Leq,d 54.8 54.8
Field Leq,d 47.3 -2.9 1.7 4.9 4.3 13.4 17.2 16.4 16.1 18.3 16.9 22.0 24.2 28.2 32.5 34.5 39.2 40.2 40.3 40.0 37.0 31.7 29.9 27.2 21.9 15.7 5.6 -4.6 -15.7 -28.7 Receiver R2 Fl G Lr,lim dB(A) Leq,d 55.4 dB(A)
Court Leq,d 53.9 53.9
Field Leq,d 49.9 -0.5 4.0 7.3 6.7 15.8 19.6 18.9 18.6 20.8 19.3 24.5 26.7 30.7 34.8 37.1 41.7 42.8 42.9 42.5 39.7 34.6 32.8 30.3 24.6 18.6 8.8 -0.6 -10.6 -22.4 Receiver R3 Fl G Lr,lim dB(A) Leq,d 53.0 dB(A)
Court Leq,d 43.5 43.5
Field Leq,d 52.5 2.4 7.0 10.2 9.6 18.6 22.5 21.9 21.5 23.7 22.1 27.2 29.8 34.0 37.5 39.4 44.3 45.5 45.6 45.1 42.0 36.8 35.3 33.1 27.8 21.9 12.3 3.2 -5.9 -16.1 Receiver R4 Fl G Lr,lim dB(A) Leq,d 50.9 dB(A)
Court Leq,d 39.5 39.5
Field Leq,d 50.6 -1.8 2.7 5.9 5.3 14.4 18.2 17.5 17.1 19.2 18.5 25.2 28.3 32.4 36.0 37.8 42.4 43.5 43.6 43.2 40.3 35.0 33.2 31.6 26.0 20.0 9.8 -0.4 -11.5 -24.2 SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 334
AGENDA ITEM NO. 8.

Valley Crescent School Clovis Noise
Contribution level - 006 - Per Plan: Outdoor SP9
Source Source group Source typeTr. lane Leq,d
dB(A)
A
dB
Receiver R1 Fl G Lr,lim dB(A) Leq,d 55.5 dB(A)
FieldDefault industrial noiseArea 47.3 0.0
CourtDefault industrial noisePoint 54.8 0.0
Receiver R2 Fl G Lr,lim dB(A) Leq,d 55.4 dB(A)
FieldDefault industrial noiseArea 49.9 0.0
CourtDefault industrial noisePoint 53.9 0.0
Receiver R3 Fl G Lr,lim dB(A) Leq,d 53.0 dB(A)
FieldDefault industrial noiseArea 52.5 0.0
CourtDefault industrial noisePoint 43.5 0.0
Receiver R4 Fl G Lr,lim dB(A) Leq,d 50.9 dB(A)
FieldDefault industrial noiseArea 50.6 0.0
CourtDefault industrial noisePoint 39.5 0.0
SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 335
AGENDA ITEM NO. 8.

Valley Crescent School Clovis Noise
Octave spectra of the sources in dB(A) - 006 - Per Plan: Outdoor SP3 Name Source typel or A
m,m²
Li
dB(A)
Rw
dB
L'w
dB(A)
Lw
dB(A)
KI
dB
KT
dB
LwMax
dB(A)
DO-Wall
dB
Day histogram Emission spectrum 63Hz
dB(A)
125Hz
dB(A)
250Hz
dB(A)
500Hz
dB(A)
1kHz
dB(A)
2kHz
dB(A)
4kHz
dB(A)
8kHz
dB(A)
16kHz
dB(A)
Court Point 96.0 96.0 0.0 0.0 0 100%/24h Street basketball 96.0 Field Area 139.36 78.4 99.8 0.0 0.0 0 100%/24h Playground - 69.9 @ 10ft65.6 71.4 78.0 88.7 97.1 94.9 87.6 76.9 58.5 SoundPLAN 9.0
MD Acoustics LLC 4960 S Gilbert Rd Chandler AZ 85249 USA1 336
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Appendix D
Reference Sound Measurement Data
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Project: San Jacinto Valley Academy ExpansionJob Number: 0144-2016-01Site Address/LocaƟon: 480 N. San Jacinto Avenue, San Jacinto, CA 92583Date: 05/17/2016Field Tech/Engineer: Mike DickersonSource/System: Playground | Kids PlayingGeneral LocaƟon: Meter placed within 10-feet of kSound Meter:NTi XL2SN: A2A-05967-E0Seƫngs: A-wgt, slow and fast weightMeteorological Cond.: Partly cloudy, 63 deg FTable 1: Summary Measurement DataTable 2: Summary Measurement Data (1/1 octave) Site ObservaƟons:75 to 100 Children playing at school playground area.LeqLminLmax69.663.077.1Ln 2Ln 8Ln 25Ln 50Ln 90Ln 9975.671.470.567.965.264.7Source/SystemOverall SourceOveralldB(A)3rd Octave Band Data (dBA)202531.5405063801001251602002503154005006308001k1.25k1.6k2k2.5k3.15k4k5k6.3k8k10k12.5k16k20kPlayground | Kids PlayingRecess | Kids Playing69.69.513.117.721.020.529.733.735.535.437.837.342.845.449.753.655.860.662.262.962.159.955.154.152.949.145.638.933.127.420.311.5Source/SystemOverall SourceOveralldB(A)1st Octave Band Data (dBA)31.5631252505001k2k4k8k16kPlayground | Kids PlayingRecess | Kids Playing69.623.135.341.247.758.566.864.757.346.628.3 338
AGENDA ITEM NO. 8.

Figure 1: Kids playing
AcousƟc Spectrum - Playground | Kids Playing
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4729 W. Jacquelyn Avenue
Fresno, California 93722
(559) 271-9700 Office
(559) 275-0927 Fax

December 2024 Job No. 1-724-0185

Dr. Mohammad Asharf
Valley Crescent School
547 West Nees Avenue
Clovis, CA 93611

Subject: FINAL TRAFFIC IMPACT ANALYSIS
Proposed Building Addition – Valley Crescent School
547 West Nees Avenue
Clovis, California

Dear Dr. Asharf:

At your request and authorization, a Traffic Impact Analysis (TIA) for the above -referenced p roject located at 547 West Nees Avenue in the City of Clovis , California (subject property) was conducted by SALEM’s Traffic subconsultant (see following report).

This TIA analyzes the projected traffic operations associated with the proposed building addition. T he purpose of this TIA is to evaluate potential circulation system deficiencies that may result from the development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of Clovis via a scoping agreement (See Appendix B) and follows the City of Clovis General Plan (City General Plan) (August 2014) and the City of Clovis Transportation Impact Analysis Guidelines (City Guidelines) (September 2022).

The proposed project is comprised of the construction of additional classrooms to the existing private school, Valley Cresent School, to accommodate 240 additional students. Site access will be via the existing right in/right-out driveway on West Nees Avenue. The site is within the boundaries of the City of Clovis Herndon -Shepherd Specific Plan (June 1988). According to the City General Plan Land Use Designation Map (October 2023), the site is currently designated for Low Density Residential land use.

The site is zoned as Single Family Residential 7,500 square feet, or R-1-7500.

Please refer to the following report for details resulting from this TIA. We appreciate the opportunity to assist you with this project. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (559) 271-9700.

Respectfully submitted,

SALEM Engineering Group, Inc.

Maria G. Ruvalcaba
Managing Partner
Attachment 7
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December 3, 2024

Prepared by:

TJW ENGINEERING, INC.
9841 Irvine Center Drive, Suite 200
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com
547 West Nees Avenue
Traffic Impact Analysis

City of Clovis, California
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December 3, 2024

Maria Ruvalcaba
SALEM ENGINEERING GROUP, INC.
8711 Monroe Court, Suite A
Rancho Cucamonga, CA 91730

Subject: Traffic Impact Analysis – 547 West Nees Avenue, City of Clovis, CA

Dear Ms. Ruvalcaba:

TJW ENGINEERING, INC. (TJW) is pleased to present you with this traffic impact analysis for the proposed project at 547 West Nees Avenue in the City of Clovis, comprised of the construction of additional classrooms to the existing private school to accommodate 240 additional students.

This traffic study has been prepared to meet the traffic study requirements for the City of Clovis and assesses the forecast traffic operations associated with the pr oposed project and its impact on the local street network. This report is being submitted to you for review and forwarding to the City of Clovis.

Please contact us at (949) 878-3509 if you have any questions regarding this analysis.

Sincerely,

T h o m a s W h e a t , P E , T E D a v i d C h e w , P T P P r e s i d e n t T r a n s p o r t a t i o n P l a n n e r Registered Civil Engineer #69467
Registered Traffic Engineer #2565
T r a v i s Y o k o t a
A s s i s t a n t T r a n s p o r t a t i o n P l a n n e r 342
AGENDA ITEM NO. 8.

547 West Nees Avenue
Traffic Impact Analysis

City of Clovis, California

December 3, 2024

Prepared for:

Maria Ruvalcaba
SALEM ENGINEERING GROUP, INC.
8711 Monroe Court, Suite A
Rancho Cucamonga, CA 91730

Prepared by:

Thomas Wheat, PE, TE
David Chew, PTP
Travis Yokota

TJW ENGINEERING, INC.
9841 Irvine Center Drive, Suite 200
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com

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SEG-24-001
3 Table of Contents

1.0 EXECUTIVE SUMMARY ................................................................................................................................... 5

1.1 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS ..................................................................... 6

1.2 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS ................................................................. 7

2.0 INTRODUCTION ............................................................................................................................................. 8

2.1 PROJECT DESCRIPTION ........................................................................................................... ......... 8

2.2 STUDY AREA .................................................................................................................... ................ 8

2.3 INTERSECTION ANALYSIS METHODOLOGY ...................................................................................... 9

2.3 PERFORMANCE CRITERIA .......................................................................................................... .... 11

3.0 EXISTING TRAFFIC CONDITIONS .................................................................................................................. 15

3.1 EXISTING CIRCULATION NETWORK/STUDY AREA CONDITIONS .................................................... 15

3.2 PEDESTRIAN AND BICYCLE FACILITIES ........................................................................................... 1 5

3.3 EXISTING PUBLIC TRANSIT SERVICES ............................................................................................. 15

3.4 EXISTING TRAFFIC VOLUMES ...................................................................................................... .. 16

3.5 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE ANALYSIS ............................................ 16

4.0 PROPOSED PROJECT .................................................................................................................................... 19

4.1 PROJECT DESCRIPTION ........................................................................................................... ....... 19

4.2 PROJECT TRIP GENERATION ....................................................................................................... ... 19

4.3 PROJECT TRIP DISTRIBUTION ..................................................................................................... ... 20

5.0 EXISTING PLUS PROJECT (EP) TRAFFIC CONDITIONS ................................................................................... 22

5.1 ROADWAY IMPROVEMENTS ......................................................................................................... 22

5.2 EXISTING PLUS PROJECT TRAFFIC VOLUMES ................................................................................. 22

5.3 EXISTING PLUS PROJECT INTERSECTION LOS ANALYSIS ................................................................ 22

6.0 NEAR-TERM (NT) TRAFFIC CONDITIONS ...................................................................................................... 24

6.1 ROADWAY IMPROVEMENTS ......................................................................................................... 24

6.2 CUMULATIVE PROJECTS ........................................................................................................... ..... 24

6.3 NEAR-TERM TRAFFIC VOLUMES .................................................................................................... 25

6.4 NEAR-TERM INTERSECTION LEVEL OF SERVICE ANALYSIS ............................................................. 25

7.0 LONG-TERM (HORIZON YEAR 2040) TRAFFIC CONDITIONS ........................................................................ 28

7.1 ROADWAY IMPROVEMENTS ......................................................................................................... 28

7.2 LONG-TERM TRAFFIC VOLUMES ................................................................................................... 2 8

7.3 LONG-TERM INTERSECTION LEVEL OF SERVICE ANALYSIS............................................................. 29

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4 List of Tables

Table 1: HCM – LOS & Delay Ranges – Signalized Intersections .................................................................. .. 10 Table 2: HCM – LOS & Delay Ranges – Unsignalized Intersections ................................................................ 11 Table 3: Roadway Characteristics within Study Area ..................................................................................... 15 Table 4: Intersection Analysis – Existing Traffic Conditions .................................................................. ......... 16 Table 5: Proposed Project Trip Generation ..................................................................................... .............. 19 Table 6: Intersection Analysis – Existing Plus Project Traffic Conditions ........................................................ 22 Table 7: Cumulative Project Trip Generation.................................................................................... ............. 24 Table 8: Intersection Analysis – Near-Term Traffic Conditions ...................................................................... 25 Table 9: Intersection Analysis – Long-Term Traffic Conditions ................................................................. ..... 29

List of Exhibits

Exhibit 1: Project Location ................................................................................................... .......................... 12

Exhibit 2: Project Site Plan .................................................................................................. ........................... 13 Exhibit 3: Project Study Area ................................................................................................. ........................ 14 Exhibit 4: Lane Geometry and Intersection Controls ............................................................................ ......... 17 Exhibit 5: Existing AM and PM Peak Hour Volumes ....................................................................................... 18 Exhibit 6: Proposed Trip Distribution ............................................................................................................. 21 Exhibit 7: Existing Plus Project AM and PM Peak Hour Volumes .................................................................. . 23 Exhibit 8: Cumulative Project Locations ....................................................................................... ................. 26 Exhibit 9: Near-Term AM and PM Peak Hour Volumes .................................................................................. 27 Exhibit 10: Long-Term AM and PM Peak Hour Volumes ................................................................................ 30

Appendices

Appendix A: Glossary of Terminology
Appendix B: Scoping Agreement and City Documents
Appendix C: Existing Traffic Counts
Appendix D: HCM Analysis Sheets
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5 1 . 0 E X E C U T I V E S U M M A R Y

This traffic impact analysis (TIA) analyzes the projected traffic operations associated with the proposed project at 547 West Nees Avenue in the City of Clov is. The purpose of this TIA is to evaluate potential circulation system deficiencies that may result from the development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. This analysis has been prepared in coordination with the City of Clovis via a scoping agreement (See Appendix B) and follows the City of Clovis General Plan (City General Plan) (August 2014) and the City of Clovis Transportation Impact Analysis Guidelines (City Guidelines) (September 2022).

The proposed project is comprised of the construction of additional classrooms to the existing private school, Valley Cresent School, to accommodate 240 additional st udents. Site access will be via the existing right- in/right-out driveway on West Nees Avenue. The site is within the boundaries of the City of Clovis Herndon- Shepherd Specific Plan (June 1988). According to the City General Plan Land Use Designation Map (October 2023), the site is currently designated for Low Density Residential land use. The site is zoned as Single Family Residential 7,500 square feet, or R-1-7500.

Full student capacity with the additional 240 students is anticipated to be reached by 2031. An annual growth rate of 2% is used to account for 2031 traffic volumes. When capacity is reached, the proposed project is expected to generate an additional 484 daily trips which includes 242 AM peak hour trips and 62 PM peak hour trips.

The following three (3) intersections in the vicinity of the project site have been included in the level of service (LOS) analysis:

1. North Peach Avenue/West Nees Avenue

2. North Willow Avenue/West Nees Avenue

3. Project Driveway/West Nees Avenue

The study intersections are analyzed for the following study scenarios:

• Existing Traffic Conditions (Existing);
• Existing Plus Project Traffic Conditions (EP);
• Near-Term (Existing + Ambient + Cumulative + Project) Traffic Conditions (NT); • Long-Term (Horizon Year 2040 + Project) Traffic Conditions (LT).

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6 1.1 SUMMARY OF LEVEL OF SERVICE ANALYSIS RESULTS

Table ES-1 summarizes the results of the intersection level of service analysis based on the City of Clovis thresholds of significance for analyzing transportation deficiencies.

Table ES-1
Summary of Transportation Deficiencies at Study Intersections

Intersection Existing
Conditions
EP
Conditions
NT
Conditions
LT
Conditions
1 North Peach Avenue West Nees Avenue - - - -
2 North Willow Avenue West Nees Avenue - - - -
3 Project Driveway West Nees Avenue - - - -

Existing Traffic Conditions

The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for Existing traffic conditions.

Existing Plus Project (EP) Traffic Conditions

The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for Existing Plus Project traffic conditions.

Near-Term (NT) Traffic Conditions

The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for Near-Term (NT) Traffic Conditions traffic conditions.

Long-Term (LT) Traffic Conditions

The study intersections are projected to operate at an acceptable LOS during the AM and PM peak hours for Long-Term (LT) Traffic Conditions traffic conditions.

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7 1.2 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS

Wherever necessary, roadways adjacent to the prop osed project site and site access points will be constructed in compliance with recommended roadway cl assifications and respective cross-sections in the City General Plan or as directed by the City Engineer.

Sight distance at each project access point should be reviewed with respect to standard Caltrans and City sight distance standards at the time of final grading, landscaping and street improvement plans.

Signing/striping should be implemented in conjunction with detailed construction plans for the project site.

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8 2 . 0 I N T R O D U C T I O N

2.1 PROJECT DESCRIPTION

The proposed project is comprised of the construction of additional classrooms to the existing private school, Valley Cresent School, to accommodate 240 additional st udents. Site access will be via the existing right- in/right-out driveway on West Nees Avenue. The site is within the boundaries of the City of Clovis Herndon- Shepherd Specific Plan (June 1988). According to the City General Plan Land Use Designation Map (October 2023), the site is currently designated for Low Density Residential land use. The site is zoned as Single Family Residential 7,500 square feet, or R-1-7500.

Full student capacity is expected to be reached by 2031. An annual growth rate of 2% is used to account for 2031 traffic volumes. Exhibit 1 shows the project site location. Exhibit 2 shows the proposed project site plan.

2.2 STUDY AREA

The following three (3) intersections in the vicinity of the project site have been included in the level of service (LOS) analysis:

1. North Peach Avenue/West Nees Avenue

2. North Willow Avenue/West Nees Avenue

3. Project Driveway/West Nees Avenue

Exhibit 3Exhibit 3 shows the locations of the study intersections.

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SEG-24-001
9 The study intersections are analyzed for the following study scenarios:

Traffic operations are evaluated for the following time periods:

• Weekday AM Peak Hour occurring between 7:00 AM to 9:00 AM; and • Weekday PM Peak Hour occurring between 4:00 PM to 6:00 PM.

2.3 INTERSECTION AN ALYSIS METHODOLOGY

Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections using a range of LOS from LOS A (free flow with little co ngestion) to LOS F (severely congested conditions).

The definitions for LOS for interruption of traffic flow differ depending on the type of traffic control (traffic signal, unsignalized intersection with side street stop s, unsignalized intersection with all-way stops). The Highway Capacity Manual (HCM) 7
th Edition (Transportation Research Board, 2022) methodology expresses the LOS of an intersection in terms of delay time for the intersection approaches. The HCM methodology utilizes different procedures for different types of intersection control.

The City General Plan recommends signalized intersection operations to be analyzed utilizing the HCM 7 th Edition methodology. Intersection LOS for signalized intersections is based on the intersections average control delay for all movements at the intersection during the peak hour. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The procedure for stop- control analysis determines the average total delay, expressed in seconds of delay per vehicle, for left turns from the major street and from the stop-controlled mino r street traffic stream. Delay values are calculated based on the relationship between traffic on the major street and the availability of acceptable “gaps” in this stream through which conflicting traffic movements can be made.

Table 1 describes the general characteristics of traffic flow and accompanying delay ranges at signalized intersections.

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10 Table 1:

HCM – LOS & Delay Ranges – Signalized Intersections

Level of
Service Description Delay
(in seconds)
A Very favorable progression; most vehicles arrive during green signal and do not stop. Short cycle lengths. 0 – 10.00
B Good progression, short cycle lengths. More vehicles stop than for LOS A. 10.01 – 20.00 C
Fair progression; longer cycle lengths. Individual cycle failures may begin to appear. The number of vehicles stopping is significant, though many vehicles still pass through without stopping.

20.01 – 35.00
D Progression less favorable, longer cycle length and high flow/capacity ratio. The proportion of vehicles that pass through without stopping diminishes. Individual cycle failures are obvious. 35.01 – 55.00 E Severe congestion with some long-standing queues on critical approaches. Poor progression, long cycle lengths and high flow/capacity ratio. Individual cycle failures are frequent. 55.01 – 80.00 F Very poor progression, long cycle lengths and many individual cycle failures. Arrival flow rates exceed capacity of intersection. > 80.01

Source: Transportation Research Board, Highway Capacity Manual, 7th Edition (Washington D.C., 2022).

Collected peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. It is a common practice in LOS analysis to conservatively use a peak 15-minute flow rate applied to the entire hour to derive flow rates in vehicles per hour that are used in the LOS analysis. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume. PHF = [Hourly Volume]/ [4 * Peak 15-Minute Volume]. The use of a 15-minute PHF produces a more detailed and conservative analysis compared to analyzing vehicles per hour. Existing PHFs, obtained from the Existing traffic counts have been used for all analysis scenarios in this study.

The City General Plan also recommends unsignalized intersection operations to be analyzed utilizing the HCM 7 th Edition methodology. Intersection operation for unsignalized intersections is based on the weighted average control delay expressed in seconds per vehicle.

At a two-way or side-street stop-controlled intersection, LOS is calculated for each stop-controlled minor street movement, for the left-turn movement(s) from the major street, and for the intersection as a whole.

For approaches consisting of a single lane, the delay is calculated as the average of all movements in that lane. For all-way stop-controlled intersection, LO S is computed for the intersection as a whole. Table 2 describes the general characteristics of traffic fl ow and accompanying delay ranges at unsignalized intersections.

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11 Table 2:

HCM – LOS & Delay Ranges – Unsignalized Intersections

Level of
Service Description Delay
(in seconds)
A Very favorable progression; most vehicles arrive during green signal and do not stop. Short cycle lengths. 0 – 10.00
B Good progression, short cycle le ngths. More vehicles stop than for LOS A. 10.01 – 20.00 C
Fair progression; longer cycle lengths. Individual cycle failures may begin to appear. The number of vehicles stopping is significant, though many vehicles still pass through without stopping.

Source: Transportation Research Board, Highway Capacity Manual, 7th Edition (Washington D.C., 2022).

This analysis utilizes PTV Vistro , Version 2022 analysis software for all signalized and unsignalized intersections. Vistro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis specified in Chapter 16 of the HCM. The level of service and capacity analysis performed within Vistro takes the optimization and coordination of signalized intersections within a network into consideration.

2.3 PERFORMANCE CRITERIA

The City General Plan aims to achieve LOS “D” or better for vehicle traffic operations during both AM and PM peak hours. The City Guidelines add that for both signalized and unsignalized intersections, a traffic operation issue is identified if the proposed project increases the average delay that is already operating at an unacceptable LOS, or less than LOS D.

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547 W Nees AvenueExhibit 1: Project Location
SEG-24-001
Legend:Project Site
Project Site
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Exhibit 2: Proposed Project Site Plan
547 W Nees AvenueSEG-24-001
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547 W Nees Avenue
Exhibit 3: Project Study Area
SEG-24-001
Legend:
#
Project Site
Study Intersection Location
Project Site
3 W Nees Ave.
21 N Peach Ave.

N Willow Ave.
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15 3 . 0 E X I S T I N G T R A F F I C C O N D I T I O N S

3.1 EXISTING CIRCULATION NE TWORK/STUDY AREA CONDITIONS

The City General Plan classifies its streets and highways by their function. The City General Plan description of the roadway classifications can be found in Appendix B. The characteristics of the roadways in the vicinity of the proposed project site are described in Table 3.

Table 3:

Roadway Characteristics within Study Area

Roadway Classification1 Jurisdiction Direction Existing Travel Lanes
Median
Type2
Speed Limit
(mph)
On-Street
Parking
West Nees Avenue Arterial Cl ovis East-West 4 RM 45 No
North Peach Avenue Collector Clovis North-South 2 TWLTL 40 No North Willow Avenue Arterial Cl ovis North-South 6 RM 50 No

1: Sources: City of Clovis General Plan (August 2014).
2: TWLTL = Two-Way Left-Turn Lane, RM= Raised Median.

Exhibit 4 shows the Existing intersection controls and roadway geometry of the study area.

3.2 PEDESTRIAN AND BICYCLE FACILITIES

Within the project study area, the City General Plan identifies Class II bike lanes on all three roadways in the study area, West Nees Avenue, North Peach Avenue, a nd North Willow Avenue. Class II lanes are on-street striped lanes for one-way bicycle travel. See Appendix B for a map of the City of Clovis bicycle system.

In addition, paved sidewalks for pedestrians are located along all three roadways in the study area, West Nees Avenue, North Peach Avenue, and North Willow Avenue.

3.3 EXISTING PUBLIC TRANSIT SERVICES

The City of Clovis is served by the Clovis Transit, which provides bus service throughout the City of Clovis. The proposed project is located within one-half mile of two stops. The first is along Willow Blue Line Northbound and Southbound at the intersection of North Willow Avenue and West Nees Avenue. The second is along the Clovis Avenue Yellow Line Northbound along North Peac h Avenue just south of West Teague Avenue. See Appendix B for the Blue and Yellow route maps and schedules.

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16 3.4 EXISTING TRAFFIC VOLUMES

To determine the Existing operation of the study intersections and roadway segments, AM and PM peak period traffic volumes were collecte d on Thursday, August 29, 2024. Detail ed traffic count data is provided in Appendix C. The Existing traffic conditions AM and PM peak hour volumes at each study intersection are shown in Exhibit 5Error! Reference source not found..

3.5 EXISTING CONDITIONS INTERSECTI ON LEVEL OF SERVICE ANALYSIS

The AM and PM peak hour intersection analysis of the Existing traffic conditions are shown in Table 4.

Calculations are based on the current geometrics at each study area intersection as shown in Exhibit 4. HCM analysis reports are provided in Appendix D.

Table 4:

Intersection Analysis – Existing Traffic Conditions

Intersection Control
Type1
Target
LOS Peak Hour Existing Conditions
Delay2 LOS
1 North Peach Avenue West Nees Avenue Signal D AM 31.8 C PM 33.6 C
2 North Willow Avenue West Nees Avenue Signal D AM 32.4 C PM 36.1 D
3 Project Driveway West Nees Avenue TWSC D AM 14.1 B
PM 10.8 B

1: TWSC = Two-Way Stop-Control.
2: Delay shown in seconds per vehicl e. Per the Highway Capacity Manual 7 th Edition, overall average delay and LOS are shown for signalized and all-way stop-controlled intersections. For intersections with one-or-two-way stop-control, the delay and LOS for the worst individual movement is shown.

As shown in Table 4, the study intersections under Existing traffic conditions are currently operating at an acceptable LOS during the AM and PM peak hours.

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Exhibit 4: Existing Lane Geometry and Intersection Control 547 W Nees AvenueSEG-24-001
Project Site3W Nees Ave.2 1N Peach Ave.N Willow Ave.

N Peach Avenue/W Nees AvenueN Willow Avenue/W Nees AvenueProject Driveway/W Nees Avenue 358
AGENDA ITEM NO. 8.

Exhibit 5: Existing AM and PM Peak Hour Volume
547 W Nees AvenueSEG-24-001
Project Site3W Nees Ave.2 1N Peach Ave.N Willow Ave.

N Peach Avenue/W Nees AvenueN Willow Avenue/W Nees AvenueProject Driveway/W Nees Avenue 359
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19 4 . 0 P R O P O S E D P R O J E C T

4.1 PROJECT DESCRIPTION

The proposed project is comprised of the construction of additional classrooms to the existing private school, Valley Cresent School, to accommodate 240 additional st udents. Site access will be via the existing right- in/right-out driveway on West Nees Avenue. According to the City General Plan Land Use Designation Map (October 2023), the site is currently designated for Low Densit y Residential land use. The site is zoned as Single Family Residential 7,500 square feet, or R-1-7500.

Full student capacity is expected to be reached by 2031. An annual growth rate of 2% is used to account for the 2031 traffic volumes.

Exhibit 2 previously showed the proposed project site plan.

4.2 PROJECT TRIP GENERATION

Trip generation represents the amount of traffic, both inbound and outbound, produced by a development.

Determining trip generation for a proposed project is based on projecting the amount of traffic that the specific land uses being proposed will produce. Industry standard Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) trip generation rates were used to determine trip generation of for most of the proposed project land uses.

Table 5 summarizes the projected AM and PM peak hour and daily trip generation of the proposed project.

The proposed project is projected to generate 484 daily trips which includes 202 AM peak hour trips and 62 PM peak hour trips.

Table 5:

Proposed Project Trip Generation

Proposed Land Use1 ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate3 Volume Rate In:Out
Split
Volume Rate In:Out
Split
Volume
In Out Total In Out Total
Private School (K-8) 530 240 STU - 484 1.01 56:44 136 106 242 0.26 46:54 29 33 62

1: Trip generation rates are from the ITE Trip Generation Manual (11th Edition, 2021). 2: STU = Students.
3: Due to the small sample size of daily trip rates for ITE co de 530, daily trips are assumed to be twice the AM trips since tr ips are anticipated to include school drop off and pick up.

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20 4.3 PROJECT TRIP DISTRIBUTION

Projecting trip distribution involves the process of identifying probable destinations and traffic routes that will be utilized by the proposed project’s traffic. Th e potential interaction between the proposed land use and surrounding regional access routes are considered to identify the probable routes onto which project traffic would distribute. The projected trip distribution for the proposed project is based on anticipated travel patterns to and from the project site. Exhibit 6 shows the project proposed trip distribution.

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Exhibit 6: Proposed Trip Distribution
547 W Nees AveSEG-24-001
Project Site
W Nees Ave.N Peach Ave.N Willow Ave.231 15%25%15%10%25%10%Legend:Project SiteStudy Intersection Location#(XX%) Percent Trip Distribution 362
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22 5.0 EXISTING PLUS PROJECT (EP) TRAFFIC CONDITIONS

The Existing Plus Project (EP) traffic conditions analysis is intended to identify current baseline conditions plus the proposed project.

5.1 ROADWAY IMPROVEMENTS

The lane configurations and traffic cont rols assumed to be in place for the EP conditions scenario are consistent with those previously shown in Exhibit 4.

5.2 EXISTING PLUS PROJECT TRAFFIC VOLUMES

The EP traffic conditions scenario analyzes Existing volumes with no growth rate applied, plus project traffic volumes. It does not include background traffic. Exhibit 7 shows EP AM and PM peak hour volumes at the study intersections.

EP Volumes = Existing Counts + Proposed Project

5.3 EXISTING PLUS PROJECT INTERSECTION LOS ANALYSIS

The AM and PM peak hour intersection analysis of the EP traffic conditions are shown in Table 6. Calculations are based on the current geometrics at the study area intersections.

Table 6:

Intersection Analysis – Existing Plus Project Traffic Conditions

Intersection Control
Type1
Target
LOS
Peak
Hour
Existing
Conditions
EP
Conditions
Delay2 LOS Delay2 LOS
1 North Peach Avenue West Nees Avenue Signal D AM 31.8 C 32.4 C PM 33.6 C 33.6 C
2 North Willow Avenue West Nees Avenue Signal D AM 32.4 C 33.2 C PM 36.1 D 38.9 D
3 Project Driveway West Nees Avenue TWSC D AM 14.1 B 21.9 C PM 10.8 B 11.3 B

As shown in Table 6, the study intersections under EP traffic conditions are projected to continue to operate at an acceptable LOS during the AM and PM peak hours.

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Exhibit 7: Existing Plus Project AM and PM Peak Hour Volume 547 W Nees AvenueSEG-24-001
Project Site3W Nees Ave.2 1N Peach Ave.N Willow Ave.

N Peach Avenue/W Nees AvenueN Willow Avenue/W Nees AvenueProject Driveway/W Nees Avenue 364
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SEG-24-001
24 6.0 NEAR-TERM (NT) TRAFFIC CONDITIONS

The Near-Term (Existing + Ambient + Cumulative + Project) (NT) traffic conditions analysis is intended identify traffic conditions in the near-term with the addition of cumulative project and proposed project conditions.

6.1 ROADWAY IMPROVEMENTS

The lane configurations and traffic controls assumed to be in place for the Existing traffic conditions scenario are consistent with those previously shown in Exhibit 4.

6.2 CUMULATIVE PROJECTS

Other reasonably foreseeable development projects which are either approved or are currently being processed in the study area are also included as part of the NT analysis scenario. A list of cumulative projects was developed for this analysis through consultation with City staff. Exhibit 8 displays a map of approved cumulative projects within a one-half mile radius which provided by the City of Clovis. A summary of the cumulative project land uses and trips generated is shown in Table 7.

Table 7:

Cumulative Project Trip Generation

Project Land Use1 ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume Rate In:Out
Split
Volume
In Out Total In Out Total

1. MFRDR
2021-002
Multifamily Housing
(Low-Rise) 220 258 DU 6.74 1,739 0.4 24:76 25 78 103 0.51 63:37 83 49 132

2. SPR 2021-
009
General Office
Building 710 31.9 TSF 10.84 346 1.52 88:12 43 6 49 1.44 17:83 8 38 46

3. TM 6284 Single-Family
Detached Housing 210 74 DU 9.43 698 0.7 26:74 14 38 52 0.94 63:37 44 26 70

4. SPR 2021-
009
Medical-Dental
Office Building 720 90.0 TSF 36 3,240 3.1 79:21 220 59 279 3.93 30:70 106 248 354

Results Daily Volume AM
Peak Hour In Out Total PM
Peak Hour In Out Total
Net Total 6,023 302 181 483 241 361 602

1: Trip generation rates are from the ITE Trip Generation Manual (11th Edition, 2021). 2: STU = Students.

365
AGENDA ITEM NO. 8.

SEG-24-001
25 6.3 NEAR-TERM TRAFFIC VOLUMES

NT volumes include ambient traffic plus the addition of traffic projected to be generated by the proposed project and nearby cumulative projects. Since the proposed project’s full student capacity is expected to be reached by 2031, NT volumes include a growth rate of 2% per ye ar for seven years, applied to existing volumes. The resulting volumes were added to volumes generated by bo th the proposed project and the City’s cumulative projects. Exhibit 9 shows NT AM and PM peak hour volumes at each study intersection.

NT Volumes = (Existing (2024) Counts * 1.02^7) + Cumulative + Project

6.4 NEAR-TERM INTERSECTION LEVEL OF SERVICE ANALYSIS

The AM and PM peak hour intersection analysis of the NT traffic conditions is shown in Table 8. Calculations are based on the current geometrics at the study area intersections. HCM analysis reports are provided in Appendix D.

Table 8:

Intersection Analysis – Near-Term Traffic Conditions

Intersection Control
Type1
Target
LOS
Peak
Hour
NT Conditions
Delay2 LOS
1 North Peach Avenue West Nees Avenue Signal D AM 36.1 D PM 38.9 D
2 North Willow Avenue West Nees Avenue Signal D AM 36.9 D PM 49.5 D
3 Project Driveway West Nees Avenue TWSC D AM 29.4 D
PM 12.0 B

As shown in Table 8, the study intersections under NT traffic conditions are projected to continue to operate at an acceptable LOS during the AM and PM peak hours.

366
AGENDA ITEM NO. 8.
547 W Nees AvenueExhibit 8: Cumulative Project Location SEG-24-001
Legend:Project SiteApproximate Cumulative Project LocationsX 4 12
3 Project Site
367
AGENDA ITEM NO. 8.

Exhibit 9: Near-Term AM and PM Peak Hour Volume
547 W Nees AvenueSEG-24-001
Project Site3W Nees Ave.2 1N Peach Ave.N Willow Ave.

N Peach Avenue/W Nees AvenueN Willow Avenue/W Nees AvenueProject Driveway/W Nees Avenue 368
AGENDA ITEM NO. 8.

SEG-24-001
28 7.0 LONG-TERM (HORIZON YEAR 204 0) TRAFFIC CONDITIONS

The Long-Term (LT) traffic conditions analysis is intended to identi fy the City of Clovis horizon year, or year 2040, traffic conditions in the study area with the addition of the proposed project.

7.1 ROADWAY IMPROVEMENTS

The lane configurations and traffic controls assumed to be in place for the LT traffic conditions scenario are consistent with those previously shown in Exhibit 4.

7.2 LONG-TERM TRAFFIC VOLUMES

LT volumes are Existing volumes projected to the City of Clovis horizon year, 2040, plus the anticipated trip volumes generated by the proposed project. An annual growth rate of 1.16% was derived using the projected population of the City of Clovis through 2040 as docume nted in the Fresno County Council of Governments 2050 Growth Projections (May 2017). This growth rate was applied to the Existing traffic volumes for a sixteen-year period beginning with the year 2024 through 2040. 369
AGENDA ITEM NO. 8.

SEG-24-001
29 Exhibit 10 shows LT AM and PM peak hour volumes at the study intersections.

LT Volumes = (Existing (2024) Counts * 1.0116^16) + Proposed Project

7.3 LONG-TERM INTERSECTION LEVEL OF SERVICE ANALYSIS

The AM and PM peak hour intersection analysis for LT traffic conditions is shown in Table 9. HCM analysis reports are provided in Appendix D.

Table 9:

Intersection Analysis – Long-Term Traffic Conditions

Intersection Control
Type1
Target
LOS
Peak
Hour
LT Conditions
Delay2 LOS
1 North Peach Avenue West Nees Avenue Signal D AM 39.3 D PM 41.6 D
2 North Willow Avenue West Nees Avenue Signal D AM 37.4 D PM 53.3 D
3 Project Driveway West Nees Avenue TWSC D AM 33.3 D
PM 12.2 B

As shown in Table 9, the study intersections under LT traffic conditions are projected to continue to operate at an acceptable LOS during the AM and PM peak hours.

370
AGENDA ITEM NO. 8.

Exhibit 10: Long-Term AM and PM Peak Hour Volume
547 W Nees AvenueSEG-24-001
Project Site3W Nees Ave.2 1N Peach Ave.N Willow Ave.

N Peach Avenue/W Nees AvenueN Willow Avenue/W Nees AvenueProject Driveway/W Nees Avenue 371
AGENDA ITEM NO. 8.

SEG-24-001

A P P E N D I X

Appendix A: Glossary of Terminology
Appendix B: Scoping Agreement and City Documents
Appendix C: Existing Traffic Counts
Appendix D: HCM Analysis Sheets
372
AGENDA ITEM NO. 8.

APPENDIX A

GLOSSARY OF TERMINOLOGY
373
AGENDA ITEM NO. 8.

Glossary of Terminology

ACRONYMS:

ADT Average Daily Traffic
Caltrans California Department of Transportation
DU Dwelling Unit
LOS Level of Service
TSF Thousand Square Feet

TERMS

AVERAGE DAILY TRAFFIC – The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days.

CAPACITY – The maximum number of vehicles that can be reasonably expected to pass over a given section of a lane or a roadway in a given time period.

CORNER SIGHT DISTANCE – The minimum sight distance required by the driver of a vehicle to cross or enter the lanes of the major roadway without requiring approaching traffic travelling at a given speed to radically alter their speed or trajectory. Corner sight distance is measured from the driver’s eye at 42 inches above the pavement to an object height of 36 inches above the pavement in the center of the nearest approach lane.

CYCLE LENGTH – The time period in seconds required for a traffic signal to complete one full cycle of indications.

DELAY – The time consumed while traffic is impeded in its movement by some element over which it has no control, usually expressed in seconds per vehicle.

FREE FLOW – Volumes are well below capacity. Vehicles can maneuver freely and travel is unimpeded by other traffic.

LEVEL OF SERVICE – A qualitative measure of a number of factors, which include speed and travel time, traffic interruptions, freedom to maneuver, safety, driving comfort and convenience, and operating costs.

PEAK HOUR – The 60 consecutive minutes with the highest number of vehicles.

374
AGENDA ITEM NO. 8.

QUEUE LENGTH – The length of vehicle queue, typically expressed in feet, waiting at a service area such as a Traffic signal, stop sign, or access gate.

SIGHT DISTANCE – The continuous length of roadway visible to a driver or roadway user.

SIGNAL CYCLE – The time period in seconds required for one complete sequence of signal indications.

SIGNAL PHASE – The part of the signal cycle allocated to one or more traffic movements.

STARTING DELAY – The delay experienced in initiating the movement of queued traffic from a stop to an average running speed through an intersection.

TRAFFIC-ACTUATED SIGNAL – A type of traffic signal that directs traffic to stop and go in accordance with the demands of traffic, as registered by the actuation of detectors.

TRIP – The movement of a person or vehicle from one location (origin) to another (destination). For example, from home to store to home is two trips, not one.

TRIP GENERATION RATE – The quantity of trips produced and/or attracted by a specific land use stated in terms of units such as per dwelling, per acre, and per 1,000 square feet of floor space.

TURNING RADIUS – The circular arc formed by the smallest turning path radius of the front outside tire of a vehicle, such as that performed by a U-turn maneuver. This is based on the length and width of the wheel base as well as the steering mechanism of the vehicle.

375
AGENDA ITEM NO. 8.

APPENDIX B

SCOPING AGREEMENT AND CITY DOCUMENTS
376
AGENDA ITEM NO. 8.
547 West Nees Avenue
Traffic Impact Analysis
SEG-24-001
1 Scoping Agreement for Traffic Impact Analysis
T
his form acknowledges the requirements for the traffic impact analysis of the following project. The analysis will follow the local jurisdiction’s traffic impact analysis guidelines.

Project Name: 547 West Nees Avenue (CUP1995-09A4)
Project Address: 547 West Nees Avenue, City of Clovis, CA Project Description: Additional classrooms for a private school to accommodate 240 additional students Consultant Developer
Name: TJW Engineering SALEM ENGINEERING GROUP, INC.

Address: 9841 Irvine Center Drive, Suite 200 8711 Monroe Court, Suite A Irvine, CA 92618 Rancho Cucamonga, CA 91730
Telephone: 949-878-3509 909-489-8515
Email: [email protected]
Trip Generation Source: ITE Trip Generation Manual, 11th Edition (2021) Current GP Land Use: L - low density residential
(2.1-4.0 DU/AC)
Proposed Land Use:

Current Zoning: R-1-7500 (single-family
residential 7500 sq ft)
Proposed Zoning:

Is the project screened from LOS analysis? Yes X No
Justification: Per the City of Clovis Transportation Impact Analysis Guidelines (September 15, 2022), a LOS analysis is required as the proposed project is expected to generate more than 100 peak hour trips.

Is the project screened from VMT analysis? X Yes No
Justification: Per the City of Clovis Transportation Impact Analysis Guidelines (September 15, 2022), projects that generate or attract fewer than 500 vehicle trips per day are presumed to cause a less-than-significant VMT impact.
377
AGENDA ITEM NO. 8.
547 West Nees Avenue
Traffic Impact Analysis
SEG-24-001
2 Internal Trip Capture: Yes X No % Trip Discount

Pass-By Allowance: Yes X No % Trip Discount

Trip Distribution: See attached exhibit

Project Build-out Year: 2031 Annual Ambient Growth Rate: 2%

Study Intersections:

1. N. Peach Ave./W. Nees Ave. 6.

2. N. Willow Ave./W. Nees Ave. 7.

3. Project Driveway/W. Nees Ave. 8.

4. 9.

5. 10.

Study Roadway Segments:

1. 3.

2. 4.

Analysis Scenarios:

1. Existing Conditions

2. Existing Plus Project Conditions

3. Near-Term Analysis (Existing + Ambient + Cumulative + Project)

4. Long-Term Analysis (Horizon Year 2040 + Project)

5. Other Jurisdiction Analyzed? Yes X No Name of Jurisdiction:

Date of Traffic Counts: New counts will be collected

Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips 136 106 242
PM Trips 29 33 62
Daily 484
378
AGENDA ITEM NO. 8.
547 West Nees Avenue
Traffic Impact Analysis
SEG-24-001
3 Additional
Items to be
Addressed:

Cumulative project list to be provided by City.

Additional
Notes:

Trip generation based on ITE code 530. However, daily trip rates for ITE code 530 have a small sample size. As a school land use, trips are anticipated to include school drop off and pick up. Therefore, daily trips are assumed to be twice the AM trips.

Authorizations:

David Chew, PTP

Consultant’s Representative City (Approved By)

Signature Signature

July 22, 2024
Date Date

379
AGENDA ITEM NO. 8.

In Out Total In Out Total
Private School (K-8) 530 240 STU 2.02 484 1.01 56:44 136 106 242 0.26 46:54 29 33 62 1: Trip generation rates from ITE Trip Generation (11th Edition, 2021); Daily trip rate sample size too small, daily trips are assumed to be twice the AM peak volume as land use includes drop off and pick up trips. 2: STU = Students.

Table 1
Project Trip Generation
Proposed Land Use1 ITE
Code Qty Unit2
Daily AM Peak Hour PM Peak Hour
Rate Volume Rate In:Out
Split
Volume Rate In:Out
Split
Volume
380
AGENDA ITEM NO. 8.

Trip Distribution

574 West Nees Avenue
CUP-1995-09A4
SEG-24-001
1000 ft
N ➤ ➤
N
381
AGENDA ITEM NO. 8.
382
AGENDA ITEM NO. 8.

International
Shaw
Gettysburg
Academy
Greenwood
Bethel
Indianola
Del Rey
Copper
Dakota
Behymer
Perrin
Shepherd
Teague
Nees
Alluvial
Herndon
Sierra
Bullard
Barstow
Ashlan
Dockery
McCall
Thompson
Highland
Leonard
DeWolf
Locan
Temperance
Armstrong
Fowler
Sunnyside
Clovis
Minnewawa
Peach
Willow
Shields

FRIANT - KERN

C A N A L
168
65 168
168
0 10.5
Miles
Source: City of Clovis, 2014
Circulation Element
12/9/2014 CLO - 14.0
Roadway Classification
Freeway
Conceptual 2-4 Lane State Highway
State Highway
Expressway
Arterial
Rural Arterial
Collector
Rural Collector
Local
Circulation Diagram
Figure C-1
Document Name: C-1 Circulation-Diagram_112514.MXD
Emergency Access Only
Fresno Yosemite International Airport
Clovis Landfill
13-Miles North of City Boundary
Planning AreaSphere
of
Influence
383
AGENDA ITEM NO. 8.

FRIANT - KERN

C A N A L
0 10.5
Miles
Source: City of Clovis, 2014
Circulation Element
12/8/2014 CLO - 14.0
Class I - Multipurpose Trail
Class II - Bike Lane
Class III - Bike Route
Class II or III - Bikeway
City of Fresno - Existing & Proposed Trail System
Park/Recreation Facility
Basin - Open Space
Bicycle and Trails System
Figure C-2
Document Name: C-2 Bicycle_and_Trails_System_120814.MXD Backbone Bicycle System
Clovis Landfill
13-Miles North of City Boundary
Planning AreaCity
SOI
SOI
SOI
SOI
Clovis Landfill
13-Miles North of City Boundary
Planning Area
Sphere
of
Influence
Backbone Bicycle System
384
AGENDA ITEM NO. 8.
385
AGENDA ITEM NO. 8.
386
AGENDA ITEM NO. 8.

APPENDIX C

EXISTING TRAFFIC COUNTS
387
AGENDA ITEM NO. 8.

File Name : 01_CVS_Peach_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: N Peach Avenue
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
N Peach Avenue
Southbound
W Nees Avenue
Westbound
N Peach Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 4 48 9 61 12 67 4 2 85 12 23 4 39 7 69 14 0 90 275 07:15 AM 6 56 27 89 8 82 26 3 119 20 48 4 72 25 65 17 0 107 387 07:30 AM 13 50 25 88 15 140 37 6 198 23 59 15 97 16 98 26 0 140 523 07:45 AM 18 69 21 108 25 165 49 9 248 34 90 21 145 42 109 35 0 186 687 Total 41 223 82 346 60 454 116 20 650 89 220 44 353 90 341 92 0 523 1872 08:00 AM 20 69 40 129 23 129 59 6 217 39 97 23 159 51 120 34 1 206 711 08:15 AM 17 84 23 124 34 140 50 3 227 16 73 8 97 30 94 31 0 155 603 08:30 AM 14 51 19 84 5 106 21 1 133 14 36 6 56 19 79 32 0 130 403 08:45 AM 8 33 15 56 1 79 8 0 88 11 24 0 35 4 90 21 1 116 295 Total 59 237 97 393 63 454 138 10 665 80 230 37 347 104 383 118 2 607 2012 Grand Total 100 460 179 739 123 908 254 30 1315 169 450 81 700 194 724 210 2 1130 3884 Apprch % 13.5 62.2 24.2 9.4 69 19.3 2.3 24.1 64.3 11.6 17.2 64.1 18.6 0.2 Total % 2.6 11.8 4.6 19 3.2 23.4 6.5 0.8 33.9 4.4 11.6 2.1 18 5 18.6 5.4 0.1 29.1 N Peach Avenue
Southbound
W Nees Avenue
Westbound
N Peach Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 50 25 88 15 140 37 6 198 23 59 15 97 16 98 26 0 140 523 07:45 AM 18 69 21 108 25 165 49 9 248 34 90 21 145 42 109 35 0 186 687 08:00 AM 20 69 40 129 23 129 59 6 217 39 97 23 159 51 120 34 1 206 711 08:15 AM 17 84 23 124 34 140 50 3 227 16 73 8 97 30 94 31 0 155 603 Total Volume 68 272 109 449 97 574 195 24 890 112 319 67 498 139 421 126 1 687 2524 % App. Total 15.1 60.6 24.3 10.9 64.5 21.9 2.7 22.5 64.1 13.5 20.2 61.3 18.3 0.1 PHF .850 .810 .681 .870 .713 .870 .826 .667 .897 .718 .822 .728 .783 .681 .877 .900 .250 .834 .887 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
388
AGENDA ITEM NO. 8.

File Name : 01_CVS_Peach_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: N Peach Avenue
E/W: W Nees Avenue
Weather: Clear
N Peach Avenue
W Nees Avenue
W Nees Avenue
N Peach Avenue
Right
109
Thru
272
Left
68 InOut Total
653 449 1102
Right
195
Thru
574
Left
97 U-Turns
24 OutTotal In
556 890 1446
Left
112
Thru
319
Right
67 Out TotalIn
495 498 993
Left
139
Thru
421
Right
126
U-Turns
1 TotalOut In
795 687 1482
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 13 50 25 88 15 140 37 6 198 23 59 15 97 16 98 26 0 140 +15 mins. 18 69 21 108 25 165 49 9 248 34 90 21 145 42 109 35 0 186 +30 mins. 20 69 40 129 23 129 59 6 217 39 97 23 159 51 120 34 1 206 +45 mins. 17 84 23 124 34 140 50 3 227 16 73 8 97 30 94 31 0 155 Total Volume 68 272 109 449 97 574 195 24 890 112 319 67 498 139 421 126 1 687 % App. Total 15.1 60.6 24.3 10.9 64.5 21.9 2.7 22.5 64.1 13.5 20.2 61.3 18.3 0.1 PHF .850 .810 .681 .870 .713 .870 .826 .667 .897 .718 .822 .728 .783 .681 .877 .900 .250 .834 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
389
AGENDA ITEM NO. 8.

File Name : 01_CVS_Peach_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: N Peach Avenue
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
N Peach Avenue
Southbound
W Nees Avenue
Westbound
N Peach Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 16 44 24 84 24 105 22 4 155 21 44 8 73 25 184 47 1 257 569 04:15 PM 13 42 19 74 5 123 24 3 155 28 57 10 95 25 197 32 1 255 579 04:30 PM 16 30 27 73 9 103 22 2 136 25 54 2 81 29 221 37 1 288 578 04:45 PM 14 42 17 73 5 129 18 5 157 23 47 5 75 36 199 39 3 277 582 Total 59 158 87 304 43 460 86 14 603 97 202 25 324 115 801 155 6 1077 2308 05:00 PM 16 38 22 76 8 122 27 5 162 27 60 6 93 26 233 49 2 310 641 05:15 PM 14 30 21 65 9 119 43 2 173 44 82 17 143 31 248 44 0 323 704 05:30 PM 18 59 14 91 9 125 47 12 193 27 66 15 108 38 257 48 0 343 735 05:45 PM 30 56 20 106 10 137 39 25 211 30 60 17 107 46 237 63 1 347 771 Total 78 183 77 338 36 503 156 44 739 128 268 55 451 141 975 204 3 1323 2851 Grand Total 137 341 164 642 79 963 242 58 1342 225 470 80 775 256 1776 359 9 2400 5159 Apprch % 21.3 53.1 25.5 5.9 71.8 18 4.3 29 60.6 10.3 10.7 74 15 0.4 Total % 2.7 6.6 3.2 12.4 1.5 18.7 4.7 1.1 26 4.4 9.1 1.6 15 5 34.4 7 0.2 46.5 N Peach Avenue
Southbound
W Nees Avenue
Westbound
N Peach Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right U-Turns App. Total Left Thru Right App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 16 38 22 76 8 122 27 5 162 27 60 6 93 26 233 49 2 310 641 05:15 PM 14 30 21 65 9 119 43 2 173 44 82 17 143 31 248 44 0 323 704 05:30 PM 18 59 14 91 9 125 47 12 193 27 66 15 108 38 257 48 0 343 735 05:45 PM 30 56 20 106 10 137 39 25 211 30 60 17 107 46 237 63 1 347 771 Total Volume 78 183 77 338 36 503 156 44 739 128 268 55 451 141 975 204 3 1323 2851 % App. Total 23.1 54.1 22.8 4.9 68.1 21.1 6 28.4 59.4 12.2 10.7 73.7 15.4 0.2 PHF .650 .775 .875 .797 .900 .918 .830 .440 .876 .727 .817 .809 .788 .766 .948 .810 .375 .953 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
390
AGENDA ITEM NO. 8.

File Name : 01_CVS_Peach_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: N Peach Avenue
E/W: W Nees Avenue
Weather: Clear
N Peach Avenue
W Nees Avenue
W Nees Avenue
N Peach Avenue
Right
77 Thru
183
Left
78 InOut Total
565 338 903
Right
156
Thru
503
Left
36 U-Turns
44 OutTotal In
1108 739 1847
Left
128
Thru
268
Right
55 Out TotalIn
423 451 874
Left
141
Thru
975
Right
204
U-Turns
3 TotalOut In
708 1323 2031
Peak Hour Begins at 05:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 16 38 22 76 8 122 27 5 162 27 60 6 93 26 233 49 2 310 +15 mins. 14 30 21 65 9 119 43 2 173 44 82 17 143 31 248 44 0 323 +30 mins. 18 59 14 91 9 125 47 12 193 27 66 15 108 38 257 48 0 343 +45 mins. 30 56 20 106 10 137 39 25 211 30 60 17 107 46 237 63 1 347 Total Volume 78 183 77 338 36 503 156 44 739 128 268 55 451 141 975 204 3 1323 % App. Total 23.1 54.1 22.8 4.9 68.1 21.1 6 28.4 59.4 12.2 10.7 73.7 15.4 0.2 PHF .650 .775 .875 .797 .900 .918 .830 .440 .876 .727 .817 .809 .788 .766 .948 .810 .375 .953 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
391
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 07:00 AM 16 114 8 0 138 6 62 6 0 74 51 95 17 9 172 14 54 38 0 106 490 07:15 AM 25 171 27 0 223 10 79 11 1 101 60 110 31 15 216 28 65 40 0 133 673 07:30 AM 18 222 37 1 278 14 146 17 1 178 88 193 24 28 333 16 81 47 0 144 933 07:45 AM 53 221 40 3 317 27 157 21 5 210 84 170 43 7 304 42 110 59 0 211 1042 Total 112 728 112 4 956 57 444 55 7 563 283 568 115 59 1025 100 310 184 0 594 3138 08:00 AM 38 215 37 1 291 30 117 42 1 190 105 263 53 14 435 39 83 36 0 158 1074 08:15 AM 39 200 35 2 276 20 130 32 0 182 105 209 33 18 365 33 90 67 1 191 1014 08:30 AM 31 212 52 2 297 15 107 6 2 130 97 181 24 28 330 10 62 36 0 108 865 08:45 AM 20 144 25 4 193 13 85 7 1 106 87 118 24 17 246 20 86 60 0 166 711 Total 128 771 149 9 1057 78 439 87 4 608 394 771 134 77 1376 102 321 199 1 623 3664 Grand Total 240 1499 261 13 2013 135 883 142 11 1171 677 1339 249 136 2401 202 631 383 1 1217 6802 Apprch % 11.9 74.5 13 0.6 11.5 75.4 12.1 0.9 28.2 55.8 10.4 5.7 16.6 51.8 31.5 0.1 Total % 3.5 22 3.8 0.2 29.6 2 13 2.1 0.2 17.2 10 19.7 3.7 2 35.3 3 9.3 5.6 0 17.9 N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 18 222 37 1 278 14 146 17 1 178 88 193 24 28 333 16 81 47 0 144 933 07:45 AM 53 221 40 3 317 27 157 21 5 210 84 170 43 7 304 42 110 59 0 211 1042 08:00 AM 38 215 37 1 291 30 117 42 1 190 105 263 53 14 435 39 83 36 0 158 1074 08:15 AM 39 200 35 2 276 20 130 32 0 182 105 209 33 18 365 33 90 67 1 191 1014 Total Volume 148 858 149 7 1162 91 550 112 7 760 382 835 153 67 1437 130 364 209 1 704 4063 % App. Total 12.7 73.8 12.8 0.6 12 72.4 14.7 0.9 26.6 58.1 10.6 4.7 18.5 51.7 29.7 0.1 PHF .698 .966 .931 .583 .916 .758 .876 .667 .350 .905 .910 .794 .722 .598 .826 .774 .827 .780 .250 .834 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
392
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
N Willow Avenue
W Nees Avenue
W Nees Avenue
N Willow Avenue
Right
149
Thru
858
Left
148
U-Turns
7 InOut Total
1077 1162 2239
Right
112
Thru
550
Left
91 U-Turns
7 OutTotal In
665 760 1425
Left
382
Thru
835
Right
153
U-Turns
67 Out TotalIn
1158 1437 2595
Left
130
Thru
364
Right
209
U-Turns
1 TotalOut In
1081 704 1785
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
393
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 3
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 53 221 40 3 317 14 146 17 1 178 88 193 24 28 333 16 81 47 0 144 +15 mins. 38 215 37 1 291 27 157 21 5 210 84 170 43 7 304 42 110 59 0 211 +30 mins. 39 200 35 2 276 30 117 42 1 190 105 263 53 14 435 39 83 36 0 158 +45 mins. 31 212 52 2 297 20 130 32 0 182 105 209 33 18 365 33 90 67 1 191 Total Volume 161 848 164 8 1181 91 550 112 7 760 382 835 153 67 1437 130 364 209 1 704 % App. Total 13.6 71.8 13.9 0.7 12 72.4 14.7 0.9 26.6 58.1 10.6 4.7 18.5 51.7 29.7 0.1 PHF .759 .959 .788 .667 .931 .758 .876 .667 .350 .905 .910 .794 .722 .598 .826 .774 .827 .780 .250 .834 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
394
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 04:00 PM 51 173 19 5 248 32 95 24 3 154 91 252 40 20 403 20 166 57 1 244 1049 04:15 PM 38 148 25 3 214 22 85 29 2 138 117 251 46 25 439 18 148 74 0 240 1031 04:30 PM 41 145 17 10 213 23 110 26 1 160 91 199 33 19 342 30 189 59 1 279 994 04:45 PM 47 158 20 19 244 20 112 20 2 154 121 268 43 24 456 40 191 59 0 290 1144 Total 177 624 81 37 919 97 402 99 8 606 420 970 162 88 1640 108 694 249 2 1053 4218 05:00 PM 41 160 22 5 228 33 129 17 7 186 102 261 51 19 433 42 236 74 1 353 1200 05:15 PM 50 170 35 12 267 26 123 21 3 173 111 279 56 18 464 39 212 75 0 326 1230 05:30 PM 59 163 27 17 266 20 113 16 6 155 132 330 63 14 539 37 262 48 0 347 1307 05:45 PM 69 158 31 13 271 31 130 32 1 194 109 266 58 12 445 57 277 67 0 401 1311 Total 219 651 115 47 1032 110 495 86 17 708 454 1136 228 63 1881 175 987 264 1 1427 5048 Grand Total 396 1275 196 84 1951 207 897 185 25 1314 874 2106 390 151 3521 283 1681 513 3 2480 9266 Apprch % 20.3 65.4 10 4.3 15.8 68.3 14.1 1.9 24.8 59.8 11.1 4.3 11.4 67.8 20.7 0.1 Total % 4.3 13.8 2.1 0.9 21.1 2.2 9.7 2 0.3 14.2 9.4 22.7 4.2 1.6 38 3.1 18.1 5.5 0 26.8 N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 41 160 22 5 228 33 129 17 7 186 102 261 51 19 433 42 236 74 1 353 1200 05:15 PM 50 170 35 12 267 26 123 21 3 173 111 279 56 18 464 39 212 75 0 326 1230 05:30 PM 59 163 27 17 266 20 113 16 6 155 132 330 63 14 539 37 262 48 0 347 1307 05:45 PM 69 158 31 13 271 31 130 32 1 194 109 266 58 12 445 57 277 67 0 401 1311 Total Volume 219 651 115 47 1032 110 495 86 17 708 454 1136 228 63 1881 175 987 264 1 1427 5048 % App. Total 21.2 63.1 11.1 4.6 15.5 69.9 12.1 2.4 24.1 60.4 12.1 3.3 12.3 69.2 18.5 0.1 PHF .793 .957 .821 .691 .952 .833 .952 .672 .607 .912 .860 .861 .905 .829 .872 .768 .891 .880 .250 .890 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
395
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
N Willow Avenue
W Nees Avenue
W Nees Avenue
N Willow Avenue
Right
115
Thru
651
Left
219
U-Turns
47 InOut Total
1397 1032 2429
Right
86 Thru
495
Left
110
U-Turns
17 OutTotal In
1434 708 2142
Left
454
Thru
1136
Right
228
U-Turns
63 Out TotalIn
1025 1881 2906
Left
175
Thru
987
Right
264
U-Turns
1 TotalOut In
1064 1427 2491
Peak Hour Begins at 05:00 PM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
396
AGENDA ITEM NO. 8.

File Name : 02_CVS_Willow_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 3
City of Clovis
N/S: N Willow Avenue
E/W: W Nees Avenue
Weather: Clear
N Willow Avenue
Southbound
W Nees Avenue
Westbound
N Willow Avenue
Northbound
W Nees Avenue
Eastbound
Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:45 PM 05:00 PM
+0 mins. 41 160 22 5 228 33 129 17 7 186 121 268 43 24 456 42 236 74 1 353 +15 mins. 50 170 35 12 267 26 123 21 3 173 102 261 51 19 433 39 212 75 0 326 +30 mins. 59 163 27 17 266 20 113 16 6 155 111 279 56 18 464 37 262 48 0 347 +45 mins. 69 158 31 13 271 31 130 32 1 194 132 330 63 14 539 57 277 67 0 401 Total Volume 219 651 115 47 1032 110 495 86 17 708 466 1138 213 75 1892 175 987 264 1 1427 % App. Total 21.2 63.1 11.1 4.6 15.5 69.9 12.1 2.4 24.6 60.1 11.3 4 12.3 69.2 18.5 0.1 PHF .793 .957 .821 .691 .952 .833 .952 .672 .607 .912 .883 .862 .845 .781 .878 .768 .891 .880 .250 .890 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
397
AGENDA ITEM NO. 8.

File Name : 03_CVS_VCS DW_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: Valley Crescent School Driveway
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
Valley Crescent School
Driveway
Southbound
W Nees Avenue
Westbound
W Nees Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru U-Turns App. Total Int. Total 07:00 AM 0 0 0 84 1 85 1 91 0 92 177
07:15 AM 0 0 0 133 8 141 3 110 0 113 254
07:30 AM 0 5 5 187 10 197 5 110 0 115 317
07:45 AM 0 31 31 202 20 222 30 182 1 213 466
Total 0 36 36 606 39 645 39 493 1 533 1214
08:00 AM 0 43 43 200 25 225 16 175 2 193 461
08:15 AM 0 3 3 191 2 193 1 148 0 149 345
08:30 AM 0 0 0 141 0 141 0 131 0 131 272
08:45 AM 0 0 0 112 1 113 1 119 1 121 234
Total 0 46 46 644 28 672 18 573 3 594 1312
Grand Total 0 82 82 1250 67 1317 57 1066 4 1127 2526
Apprch % 0 100 94.9 5.1 5.1 94.6 0.4
Total % 0 3.2 3.2 49.5 2.7 52.1 2.3 42.2 0.2 44.6
Valley Crescent School
Driveway
Southbound
W Nees Avenue
Westbound
W Nees Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru U-Turns App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 5 5 187 10 197 5 110 0 115 317
07:45 AM 0 31 31 202 20 222 30 182 1 213 466
08:00 AM 0 43 43 200 25 225 16 175 2 193 461
08:15 AM 0 3 3 191 2 193 1 148 0 149 345
Total Volume 0 82 82 780 57 837 52 615 3 670 1589
% App. Total 0 100 93.2 6.8 7.8 91.8 0.4
PHF .000 .477 .477 .965 .570 .930 .433 .845 .375 .786 .852 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
398
AGENDA ITEM NO. 8.

File Name : 03_CVS_VCS DW_Nees AM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: Valley Crescent School Driveway
E/W: W Nees Avenue
Weather: Clear
Valley Crescent School Driveway
W Nees Avenue
W Nees Avenue
Right
82 Left
0 InOut Total
109 82 191
Right
57 Thru
780
OutTotal In
615 837 1452
Left
52 Thru
615
U-Turns
3 TotalOut In
862 670 1532
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM
+0 mins. 0 5 5 187 10 197 30 182 1 213
+15 mins. 0 31 31 202 20 222 16 175 2 193
+30 mins. 0 43 43 200 25 225 1 148 0 149
+45 mins. 0 3 3 191 2 193 0 131 0 131
Total Volume 0 82 82 780 57 837 47 636 3 686
% App. Total 0 100 93.2 6.8 6.9 92.7 0.4
PHF .000 .477 .477 .965 .570 .930 .392 .874 .375 .805
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
399
AGENDA ITEM NO. 8.

File Name : 03_CVS_VCS DW_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 1
City of Clovis
N/S: Valley Crescent School Driveway
E/W: W Nees Avenue
Weather: Clear
Groups Printed- Total Volume
Valley Crescent School
Driveway
Southbound
W Nees Avenue
Westbound
W Nees Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru U-Turns App. Total Int. Total 04:00 PM 0 6 6 155 1 156 0 274 0 274 436
04:15 PM 0 3 3 170 1 171 1 237 0 238 412
04:30 PM 0 4 4 147 1 148 0 264 0 264 416
04:45 PM 0 2 2 188 1 189 0 268 3 271 462
Total 0 15 15 660 4 664 1 1043 3 1047 1726
05:00 PM 0 4 4 176 1 177 1 315 0 316 497
05:15 PM 0 1 1 180 0 180 0 300 1 301 482
05:30 PM 0 0 0 160 0 160 0 352 1 353 513
05:45 PM 0 0 0 203 0 203 0 330 2 332 535
Total 0 5 5 719 1 720 1 1297 4 1302 2027
Grand Total 0 20 20 1379 5 1384 2 2340 7 2349 3753
Apprch % 0 100 99.6 0.4 0.1 99.6 0.3
Total % 0 0.5 0.5 36.7 0.1 36.9 0.1 62.4 0.2 62.6
Valley Crescent School
Driveway
Southbound
W Nees Avenue
Westbound
W Nees Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru U-Turns App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 4 4 176 1 177 1 315 0 316 497
05:15 PM 0 1 1 180 0 180 0 300 1 301 482
05:30 PM 0 0 0 160 0 160 0 352 1 353 513
05:45 PM 0 0 0 203 0 203 0 330 2 332 535
Total Volume 0 5 5 719 1 720 1 1297 4 1302 2027
% App. Total 0 100 99.9 0.1 0.1 99.6 0.3
PHF .000 .313 .313 .885 .250 .887 .250 .921 .500 .922 .947 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
400
AGENDA ITEM NO. 8.

File Name : 03_CVS_VCS DW_Nees PM
Site Code : 23624707
Start Date : 8/29/2024
Page No : 2
City of Clovis
N/S: Valley Crescent School Driveway
E/W: W Nees Avenue
Weather: Clear
Valley Crescent School Driveway
W Nees Avenue
W Nees Avenue
Right
5 Left
0 InOut Total
2 5 7
Right
1 Thru
719
OutTotal In
1297 720 2017
Left
1 Thru
1297
U-Turns
4 TotalOut In
724 1302 2026
Peak Hour Begins at 05:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 05:00 PM
+0 mins. 0 6 6 176 1 177 1 315 0 316
+15 mins. 0 3 3 180 0 180 0 300 1 301
+30 mins. 0 4 4 160 0 160 0 352 1 353
+45 mins. 0 2 2 203 0 203 0 330 2 332
Total Volume 0 15 15 719 1 720 1 1297 4 1302
% App. Total 0 100 99.9 0.1 0.1 99.6 0.3
PHF .000 .625 .625 .885 .250 .887 .250 .921 .500 .922
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
401
AGENDA ITEM NO. 8.

APPENDIX D

HCM ANALYSIS WORKSHEETS
402
AGENDA ITEM NO. 8.

EXISTING TRAFFIC CONDITIONS
403
AGENDA ITEM NO. 8.

0.606Volume to Capacity (v/c):

CLevel Of Service:

31.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket
150.0100.0100.0240.0200.0100.0100.0240.0150.00100.00150.00150.00100.00150.00Entry Pocket Length [ft] 10011001101101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
404
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
2206471092714247515711233077776360126Total Analysis Volume [veh/h] 5516227736119390317719199032Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.8870.8870.8870.8870.8870.8870.8870.8870.88700.88700.88700.88700.88700.8870Peak Hour Factor 195574972412642113911092726867319112Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
00000000000000Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195574972412642113911092726867319112Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
405
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0342500231400301203012Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Amber [s]
0303000303000303003030Maximum Green [s]
010500105001050105Minimum Green [s]
--Lead---Lead---Lead--LeadLead / Lag
Auxiliary Signal Groups
04700830025061Signal Group
PermiPermiProtePermiPermiPermiProtePermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
406
AGENDA ITEM NO. 8.
199.58281.35148.46113.69195.68166.0373.15198.7987.0140.60218.91135.8195th-Percentile Queue Length [ft/ln]

7.9811.255.944.557.836.642.937.953.481.628.765.4395th-Percentile Queue Length [veh/ln] 112.58173.3882.4863.16109.7792.2440.64112.0148.3422.55126.6375.4550th-Percentile Queue Length [ft/ln]

4.506.943.302.534.393.691.634.481.930.905.073.0250th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoNoYesNoYesNoCritical Lane Group
CDDCCDBCDBBDLane Group LOS

33.9436.0547.3230.2131.6747.4917.5220.1152.5614.9918.8648.84d, Delay for Lane Group [s/veh]

0.630.830.780.390.580.820.190.390.750.110.430.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.882.317.490.670.658.100.611.4810.630.301.598.53d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

32.0733.7339.8229.5431.0239.3916.9118.6341.9314.6917.2740.32d1, Uniform Delay [s] 349782174366821194664782102715841159c, Capacity [veh/h] 161536181804161536181809161519001810161519001810s, saturation flow rate [veh/h]

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

0.220.220.100.230.230.110.410.410.060.440.440.09g / C, Green / Cycle 191992020103737540408g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
407
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.84 18.86 14.99 52.56 20.11 17.52 47.49 47.49 31.67 30.21 47.32 47.32 36.05 33.94 Movement LOS D B B D C B D D C C D D D C
d_A, Approach Delay [s/veh] 25.06 24.41 34.63 37.11
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.79
Intersection LOS C
Intersection V/C 0.606
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.49 36.49 36.49 36.49
I_p,int, Pedestrian LOS Score for Intersectio 2.497 2.537 2.862 2.675 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 577 577 422 666 d_b, Bicycle Delay [s] 22.80 22.80 28.05 20.04
I_b,int, Bicycle LOS Score for Intersection 2.487 2.396 2.069 2.297 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
408
AGENDA ITEM NO. 8.

0.597Volume to Capacity (v/c):

CLevel Of Service:

32.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000000No. of Lanes in Exit Pocket
120.0100.0100.0140.0100.0100.0100.0240.0150.0100.0100.0225.075.00100.0100.0245.0Entry Pocket Length [ft] 1002100210021002No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
409
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1185819672213851371158907156716288340471Total Analysis Volume [veh/h] 301452425596340392273924022110118Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.946Peak Hour Factor 1125509172093641301149858148715383538267Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
0000000000000000Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1125509172093641301149858148715383538267Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
410
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 0409004090033140047280Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Amber [s] 030300030300030300030300Maximum Green [s]
01050010500105001050Minimum Green [s]
--Lead---Lead---Lead---Lead-Lead / Lag
Auxiliary Signal Groups
0470083002500610Signal Group
PermiPermiProtePermiPermiPermiProtePermiPermiPermiProtePermiPermiPermiProtePermiControl Type Phasing & Timing

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
411
AGENDA ITEM NO. 8.
126.16307.4565.89240.99204.5594.38105.64207.58101.2584.16159.43261.0695th-Percentile Queue Length [ft/ln]

5.0512.302.649.648.183.784.238.304.053.376.3810.4495th-Percentile Queue Length [veh/ln]

70.09193.4136.61142.95116.1752.4358.69118.3756.2546.7688.57157.9950th-Percentile Queue Length [ft/ln]

2.807.741.465.724.652.102.354.732.251.873.546.3250th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDEDDEBBDBBDLane Group LOS

39.9546.4055.7945.2841.3063.5618.3319.8054.5712.5513.4148.88d, Delay for Lane Group [s/veh]

0.390.850.640.730.560.850.210.380.710.180.310.85X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.813.184.163.290.7411.440.650.464.110.440.283.81d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

39.1443.2351.6341.9940.5652.1217.6819.3450.4712.1113.1345.07d1, Uniform Delay [s] 30468116130568216374623892288972874557c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.190.190.050.190.190.050.460.460.060.560.560.16g / C, Green / Cycle 212152121551517616117g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
412
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.88 48.88 13.41 12.55 54.57 54.57 19.80 18.33 63.56 63.56 41.30 45.28 55.79 55.79 46.40 39.95 Movement LOS D D B B D D B B E E D D E E D D
d_A, Approach Delay [s/veh] 24.40 24.23 46.61 46.66
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 32.36
Intersection LOS C
Intersection V/C 0.597
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.39 46.39 46.39 46.39
I_p,int, Pedestrian LOS Score for Intersectio 3.356 3.288 2.999 2.885 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 781 527 654 654 d_b, Bicycle Delay [s] 20.43 29.85 24.91 24.91
I_b,int, Bicycle LOS Score for Intersection 2.173 2.149 2.060 2.215 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
413
AGENDA ITEM NO. 8.

0.201Volume to Capacity (v/c):

BLevel Of Service:

14.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
1329438070990Total Analysis Volume [veh/h]
332362020250Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82700.82700.82701.00000.82701.0000Peak Hour Factor
1097806670820Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1097806670820Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
414
AGENDA ITEM NO. 8.

BIntersection LOS

0.71d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0014.12d_A, Approach Delay [s/veh]

0.000.000.000.0018.560.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.000.740.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS

0.000.000.000.0014.120.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.200.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 1: 1 E AMVersion 2022 (SP 0-12)
Generated with
415
AGENDA ITEM NO. 8.

0.642Volume to Capacity (v/c):

CLevel Of Service:

33.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
416
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
169544394822110551533831988460290139Total Analysis Volume [veh/h] 42136101255264381215021157335Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.9240.9240.9240.9240.9240.9240.9240.9240.92400.92400.92400.92400.92400.9240Peak Hour Factor 15650336442049751413771837855268128Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
00000000000000Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15650336442049751413771837855268128Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
417
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0231000473400301303013Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
418
AGENDA ITEM NO. 8.
149.06236.09113.35176.63428.97182.1560.85153.41104.6740.68216.59171.8395th-Percentile Queue Length [ft/ln]

5.969.444.537.0717.167.292.436.144.191.638.666.8795th-Percentile Queue Length [veh/ln]

82.81139.3162.9798.13289.46101.2033.8085.2358.1522.60124.9395.4650th-Percentile Queue Length [ft/ln]

3.315.572.523.9311.584.051.353.412.330.905.003.8250th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CCECCDCCEBCELane Group LOS

29.0730.5458.7426.4733.9451.4622.3024.1556.7719.8123.7456.12d, Delay for Lane Group [s/veh]

0.370.530.800.410.880.810.140.290.760.100.390.85X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.490.4212.330.512.307.740.521.0910.440.301.5811.27d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

28.5830.1246.4125.9631.6343.7121.7823.0646.3219.5022.1644.84d1, Uniform Delay [s] 46010311095351198193578680110626736164c, Capacity [veh/h] 161536181794161536181809161519001810161519001810s, saturation flow rate [veh/h]

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

0.280.280.060.330.330.110.360.360.060.390.390.09g / C, Green / Cycle 292963333113636639399g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100100C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
419
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 56.12 23.74 19.81 56.77 24.15 22.30 51.46 51.46 33.94 26.47 58.74 58.74 30.54 29.07 Movement LOS E C B E C C D D C C E E C C
d_A, Approach Delay [s/veh] 32.46 31.24 34.69 33.30
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 33.57
Intersection LOS C
Intersection V/C 0.642
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersectio 2.446 2.455 2.995 2.730 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 520 520 859 380 d_b, Bicycle Delay [s] 27.41 27.41 16.27 32.84
I_b,int, Bicycle LOS Score for Intersection 2.366 2.162 2.615 2.187 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
420
AGENDA ITEM NO. 8.

0.734Volume to Capacity (v/c):

DLevel Of Service:

36.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
421
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
89514114182741025182111967622749237118047165Total Analysis Volume [veh/h] 22129294692564503016957125929511816Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.963Peak Hour Factor 8649511017264987175111565121947228113645463Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
0000000000000000Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 8649511017264987175111565121947228113645463Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
422
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 04090045140033150041230Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
423
AGENDA ITEM NO. 8.

78.83235.1089.13245.50468.68114.51104.16198.98170.81194.53305.68292.2795th-Percentile Queue Length [ft/ln]

3.159.403.579.8218.754.584.177.966.837.7812.2311.6995th-Percentile Queue Length [veh/ln]

43.80138.5749.52146.31321.6263.6257.86112.1594.89108.94192.04181.7350th-Percentile Queue Length [ft/ln]

1.755.541.985.8512.862.542.314.493.804.367.687.2750th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CCECDDCCDCCDLane Group LOS

29.5132.6461.2931.9938.9054.3728.1829.6753.5725.1027.1150.09d, Delay for Lane Group [s/veh]

0.190.490.810.540.900.740.230.400.820.370.570.90X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.190.359.270.892.874.221.010.724.791.641.185.28d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

29.3232.2952.0331.1036.0450.1527.1728.9548.7823.4625.9344.81d1, Uniform Delay [s] 4691051163509114024952316763396412054595c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.290.290.050.320.320.070.320.320.100.400.400.17g / C, Green / Cycle 3232535358363611444419g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
424
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.09 50.09 27.11 25.10 53.57 53.57 29.67 28.18 54.37 54.37 38.90 31.99 61.29 61.29 32.64 29.51 Movement LOS D D C C D D C C D D D C E E C C
d_A, Approach Delay [s/veh] 33.17 35.66 39.53 37.41
Approach LOS C D D D
d_I, Intersection Delay [s/veh] 36.07
Intersection LOS D
Intersection V/C 0.734
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.39 46.39 46.39 46.39
I_p,int, Pedestrian LOS Score for Intersectio 3.405 3.316 3.145 3.018 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 672 527 745 654 d_b, Bicycle Delay [s] 24.25 29.85 21.66 24.91
I_b,int, Bicycle LOS Score for Intersection 2.375 2.024 2.632 2.151 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
425
AGENDA ITEM NO. 8.

0.008Volume to Capacity (v/c):

BLevel Of Service:

10.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
27581368050Total Analysis Volume [veh/h]
1189342010Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.94900.94900.94901.00000.94901.0000Peak Hour Factor
27191298050Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27191298050Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
426
AGENDA ITEM NO. 8.

BIntersection LOS

0.03d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0010.82d_A, Approach Delay [s/veh]

0.000.000.000.000.610.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.000.020.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS

0.000.000.000.0010.820.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.010.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 2: 2 E PMVersion 2022 (SP 0-12)
Generated with
427
AGENDA ITEM NO. 8.

EXISTING PLUS PROJECT TRAFFIC CONDITIONS
428
AGENDA ITEM NO. 8.

0.670Volume to Capacity (v/c):

CLevel Of Service:

32.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
429
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
22068510927142505157391613077776360165Total Analysis Volume [veh/h] 55171277361263910407719199041Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.8870.8870.8870.8870.8870.8870.8870.8870.88700.88700.88700.88700.88700.8870Peak Hour Factor 1956089724126448139351432726867319146Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
0340002703434000034Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195574972412642113911092726867319112Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
430
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0302300231600301403014Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
431
AGENDA ITEM NO. 8.
197.37295.74148.63107.93198.75200.53110.60218.2586.8743.49231.77175.0895th-Percentile Queue Length [ft/ln]

7.8911.835.954.327.958.024.428.733.471.749.277.0095th-Percentile Queue Length [veh/ln] 110.99184.3982.5759.96111.98113.2661.45126.1548.2624.16136.1197.2650th-Percentile Queue Length [ft/ln]

4.447.383.302.404.484.532.465.051.930.975.443.8950th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
CDDCCDCCDBCDLane Group LOS

33.1336.0947.4127.8229.4746.4021.7624.2352.4216.6321.0747.38d, Delay for Lane Group [s/veh]

0.610.850.780.340.540.840.280.450.750.110.460.82X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.662.567.570.490.508.021.192.1410.510.351.928.16d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

31.4733.5339.8427.3328.9738.3820.5722.0941.9116.2819.1439.22d1, Uniform Delay [s] 361809173414928233580682102668785201c, Capacity [veh/h] 161536181804161536181804161519001810161519001810s, saturation flow rate [veh/h]

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

0.220.220.100.260.260.130.360.360.060.410.410.11g / C, Green / Cycle 2020923231232325373710g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090909090C, Cycle Length [s]
RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
432
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.38 21.07 16.63 52.42 24.23 21.76 46.40 46.40 29.47 27.82 47.41 47.41 36.09 33.13 Movement LOS D C B D C C D D C C D D D C
d_A, Approach Delay [s/veh] 27.73 27.48 33.13 36.95
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 32.35
Intersection LOS C
Intersection V/C 0.670
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.49 36.49 36.49 36.49
I_p,int, Pedestrian LOS Score for Intersectio 2.509 2.549 2.906 2.684 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 577 577 422 577 d_b, Bicycle Delay [s] 22.80 22.80 28.05 22.80
I_b,int, Bicycle LOS Score for Intersection 2.551 2.459 2.126 2.329 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
433
AGENDA ITEM NO. 8.

0.606Volume to Capacity (v/c):

CLevel Of Service:

33.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
434
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
147608125362214211371158907156716288340471Total Analysis Volume [veh/h] 3715231955105340392273924022110118Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.946Peak Hour Factor 139575118342093981301149858148715383538267Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
272527270340000000000Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1125509172093641301149858148715383538267Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
435
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 040100040100033120048270Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
436
AGENDA ITEM NO. 8.
158.69318.02107.52237.73219.4887.58109.98214.26101.4988.51167.78261.4495th-Percentile Queue Length [ft/ln]

6.3512.724.309.518.783.504.408.574.063.546.7110.4695th-Percentile Queue Length [veh/ln]

88.16201.5959.73140.53127.0548.6561.10123.2356.3849.1793.21158.2850th-Percentile Queue Length [ft/ln]

3.538.062.395.625.081.952.444.932.261.973.736.3350th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDEDDEBCDBBDLane Group LOS

40.1645.8260.1343.9441.0255.8519.5121.0854.8013.5114.4449.04d, Delay for Lane Group [s/veh]

0.460.860.830.700.590.710.220.390.720.190.320.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.053.098.652.760.794.710.700.514.270.470.303.91d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

39.1042.7351.4841.1840.2351.1318.8020.5750.5313.0414.1445.13d1, Uniform Delay [s] 31771119431771119471823022268702787555c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.200.200.050.200.200.050.450.450.060.540.540.16g / C, Green / Cycle 222262222649497595917g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
437
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 49.04 49.04 14.44 13.51 54.80 54.80 21.08 19.51 55.85 55.85 41.02 43.94 60.13 60.13 45.82 40.16 Movement LOS D D B B D D C B E E D D E E D D
d_A, Approach Delay [s/veh] 25.15 25.35 44.47 47.42
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 33.19
Intersection LOS C
Intersection V/C 0.606
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.39 46.39 46.39 46.39
I_p,int, Pedestrian LOS Score for Intersectio 3.361 3.293 3.012 2.912 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 800 527 654 654 d_b, Bicycle Delay [s] 19.82 29.85 24.91 24.91
I_b,int, Bicycle LOS Score for Intersection 2.173 2.149 2.090 2.286 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
438
AGENDA ITEM NO. 8.

0.520Volume to Capacity (v/c):

CLevel Of Service:

21.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
29694388002270Total Analysis Volume [veh/h]
742362200570Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82700.82700.82701.00000.82701.0000Peak Hour Factor
24578072801880Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
13606101060Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1097806670820Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
439
AGENDA ITEM NO. 8.

CIntersection LOS

2.12d_I, Intersection Delay [s/veh]
AACApproach LOS

0.000.0021.87d_A, Approach Delay [s/veh]

0.000.000.000.0073.210.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.002.930.0095th-Percentile Queue Length [veh/ln] AAACMovement LOS

0.000.000.000.0021.870.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.520.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 3: 3 EP AMVersion 2022 (SP 0-12)
Generated with
440
AGENDA ITEM NO. 8.

0.645Volume to Capacity (v/c):

CLevel Of Service:

33.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
441
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1695523948221106415311911988460290146Total Analysis Volume [veh/h] 42138101255266383235021157337Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.9240.9240.9240.9240.9240.9240.9240.9240.92400.92400.92400.92400.92400.9240Peak Hour Factor 156510364420498314110841837855268135Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
07000807700007Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15650336442049751413771837855268128Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
442
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0231000463300301403014Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
443
AGENDA ITEM NO. 8.
149.81240.33113.35176.05432.38190.6268.37156.36104.5940.84217.26175.2295th-Percentile Queue Length [ft/ln]

5.999.614.537.0417.307.622.736.254.181.638.697.0195th-Percentile Queue Length [veh/ln]

83.23142.4662.9797.81292.21106.1437.9986.8658.1122.69125.4297.3450th-Percentile Queue Length [ft/ln]

3.335.702.523.9111.694.251.523.472.320.915.023.8950th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CCECCDCCEBCDLane Group LOS

29.3330.9058.7426.3333.9451.1823.1624.9056.6919.9223.8953.19d, Delay for Lane Group [s/veh]

0.370.540.800.410.880.810.160.300.760.100.400.82X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.500.4512.330.502.367.710.621.1610.380.311.608.93d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

28.8330.4646.4125.8331.5943.4722.5423.7546.3119.6122.2944.27d1, Uniform Delay [s] 45610201095371204202562662110623733178c, Capacity [veh/h] 161536181794161536181808161519001810161519001810s, saturation flow rate [veh/h]

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

0.280.280.060.330.330.110.350.350.060.390.390.10g / C, Green / Cycle 2828633331135356393910g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100100C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
444
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 53.19 23.89 19.92 56.69 24.90 23.16 51.18 51.18 33.94 26.33 58.74 58.74 30.90 29.33 Movement LOS D C B E C C D D C C E E C C
d_A, Approach Delay [s/veh] 32.03 31.64 34.73 33.57
Approach LOS C C C C
d_I, Intersection Delay [s/veh] 33.64
Intersection LOS C
Intersection V/C 0.645
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersectio 2.448 2.458 3.005 2.733 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 520 520 839 380 d_b, Bicycle Delay [s] 27.41 27.41 16.85 32.84
I_b,int, Bicycle LOS Score for Intersection 2.378 2.175 2.629 2.194 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
445
AGENDA ITEM NO. 8.

0.732Volume to Capacity (v/c):

DLevel Of Service:

38.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
446
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
98523123262741032182111967622749237118047165Total Analysis Volume [veh/h] 24131316692584503016957125929511816Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.963Peak Hour Factor 9450411825264994175111565121947228113645463Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
8988070000000000Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 8649511017264987175111565121947228113645463Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
447
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 045100051160033150044260Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
448
AGENDA ITEM NO. 8.

95.36256.39110.06265.58512.78126.26113.87214.09190.75207.10327.41315.4095th-Percentile Queue Length [ft/ln]

3.8110.264.4010.6220.515.054.558.567.638.2813.1012.6295th-Percentile Queue Length [veh/ln]

52.98154.4861.15161.40357.6970.1463.26123.11106.23118.02208.89199.5650th-Percentile Queue Length [ft/ln]

2.126.182.456.4614.312.812.534.924.254.728.367.9850th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CCECDECCECCDLane Group LOS

31.6734.8866.2634.5742.0059.3730.1631.7959.9726.3228.4753.97d, Delay for Lane Group [s/veh]

0.200.480.840.530.900.750.220.400.850.360.560.90X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.210.349.780.872.854.550.980.696.291.541.095.15d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

31.4634.5556.4933.7039.1654.8229.1931.1053.6824.7827.3948.81d1, Uniform Delay [s] 4821079178512114824553117023246572104597c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.300.300.050.320.320.070.330.330.090.410.410.17g / C, Green / Cycle 3636638388404011494920g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
449
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 53.97 53.97 28.47 26.32 59.97 59.97 31.79 30.16 59.37 59.37 42.00 34.57 66.26 66.26 34.88 31.67 Movement LOS D D C C E E C C E E D C E E C C
d_A, Approach Delay [s/veh] 35.21 38.88 42.77 40.55
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 38.86
Intersection LOS D
Intersection V/C 0.732
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 51.35 51.35 51.35 51.35
I_p,int, Pedestrian LOS Score for Intersectio 3.411 3.321 3.153 3.030 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 666 483 783 683 d_b, Bicycle Delay [s] 26.68 34.52 22.22 26.02
I_b,int, Bicycle LOS Score for Intersection 2.375 2.024 2.638 2.173 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
450
AGENDA ITEM NO. 8.

0.066Volume to Capacity (v/c):

BLevel Of Service:

11.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
3275813840400Total Analysis Volume [veh/h]
81893460100Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.94900.94900.94901.00000.94901.0000Peak Hour Factor
3071913130380Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
280150330Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27191298050Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
451
AGENDA ITEM NO. 8.

BIntersection LOS

0.20d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0011.32d_A, Approach Delay [s/veh]

0.000.000.000.005.250.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.000.210.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS

0.000.000.000.0011.320.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.070.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 4: 4 EP PMVersion 2022 (SP 0-12)
Generated with
452
AGENDA ITEM NO. 8.

NEAR-TERM TRAFFIC CONDITIONS

453
AGENDA ITEM NO. 8.

0.752Volume to Capacity (v/c):

DLevel Of Service:

36.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
454
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
25379412532163579180391793569287413187Total Analysis Volume [veh/h] 631983184114545104589232210347Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.8870.8870.8870.8870.8870.8870.8870.8870.88700.88700.88700.88700.88700.8870Peak Hour Factor 22470411128145514160351593168277366166Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
0450003003434440037Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.1481.1481.1481.1481.1481.1481.1481.1481.14871.14871.14871.14871.14871.1487Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195574972412642113911092726867319112Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
455
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0353100231900301603016Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
456
AGENDA ITEM NO. 8.
237.29365.51190.09135.65239.97239.85150.62296.13113.3960.98314.62215.6895th-Percentile Queue Length [ft/ln]

9.4914.627.605.439.609.596.0211.854.542.4412.588.6395th-Percentile Queue Length [veh/ln] 140.19238.79105.7675.36142.19142.1083.68184.6962.9933.88198.96124.2750th-Percentile Queue Length [ft/ln]

5.619.554.233.015.695.683.357.392.521.367.964.9750th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
CDDCCDCCECCDLane Group LOS

34.6738.4751.4628.9030.9250.8527.2731.7655.7820.7627.7752.55d, Delay for Lane Group [s/veh]

0.620.870.810.350.560.870.340.570.770.140.570.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.542.677.780.460.488.711.743.829.790.483.259.36d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

33.1435.8043.6828.4430.4442.1425.5327.9345.9920.2824.5243.19d1, Uniform Delay [s] 4089151944611032253528621120615724218c, Capacity [veh/h] 161536181804161536181804161519001810161519001810s, saturation flow rate [veh/h]

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

0.250.250.110.290.290.140.330.330.070.380.380.12g / C, Green / Cycle 25251129291433337383812g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100100C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
457
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 52.55 27.77 20.76 55.78 31.76 27.27 50.85 50.85 30.92 28.90 51.46 51.46 38.47 34.67 Movement LOS D C C E C C D D C C D D D C
d_A, Approach Delay [s/veh] 33.62 34.00 35.12 39.37
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 36.09
Intersection LOS D
Intersection V/C 0.752
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 41.44 41.44 41.44 41.44
I_p,int, Pedestrian LOS Score for Intersectio 2.570 2.616 2.977 2.725 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 520 520 380 620 d_b, Bicycle Delay [s] 27.41 27.41 32.84 23.84
I_b,int, Bicycle LOS Score for Intersection 2.693 2.594 2.204 2.450 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
458
AGENDA ITEM NO. 8.

0.689Volume to Capacity (v/c):

DLevel Of Service:

36.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
459
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17170114237254480161118110471808187103246481Total Analysis Volume [veh/h] 4317535963120400452624524725811620Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.946Peak Hour Factor 162663134352404541521171990170817797643977Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
3331292703630040011700Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.148Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1125509172093641301149858148715383538267Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
460
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 043120042110033140052330Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
461
AGENDA ITEM NO. 8.
197.02386.18125.14287.95262.64114.44154.22287.22128.99123.63230.04314.9395th-Percentile Queue Length [ft/ln]

7.8815.455.0111.5210.514.586.1711.495.164.959.2012.6095th-Percentile Queue Length [veh/ln] 110.73255.1969.52178.42159.1863.5885.68177.8671.6668.68134.83199.2050th-Percentile Queue Length [ft/ln]

4.4310.212.787.146.372.543.437.112.872.755.397.9750th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDEDDECCEBBDLane Group LOS

41.7548.4859.9747.2843.7361.9924.6327.1059.5816.5017.9652.04d, Delay for Lane Group [s/veh]

0.480.880.760.740.620.780.270.490.760.220.390.87X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.003.284.933.130.836.271.020.834.770.620.424.00d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

40.7645.2055.0444.1542.9055.7223.6126.2854.8115.8817.5348.04d1, Uniform Delay [s] 35779923634477020866121172478342673624c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.220.220.070.210.210.060.410.410.070.520.520.18g / C, Green / Cycle 272782626749498626221g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
462
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 52.04 52.04 17.96 16.50 59.58 59.58 27.10 24.63 61.99 61.99 43.73 47.28 59.97 59.97 48.48 41.75 Movement LOS D D B B E E C C E E D D E E D D
d_A, Approach Delay [s/veh] 28.33 31.10 48.04 49.34
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 36.85
Intersection LOS D
Intersection V/C 0.689
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 51.35 51.35 51.35 51.35
I_p,int, Pedestrian LOS Score for Intersectio 3.444 3.366 3.078 2.962 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 800 483 633 650 d_b, Bicycle Delay [s] 21.61 34.52 28.03 27.35
I_b,int, Bicycle LOS Score for Intersection 2.275 2.239 2.166 2.396 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
463
AGENDA ITEM NO. 8.

0.634Volume to Capacity (v/c):

DLevel Of Service:

29.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
3161100100402420Total Analysis Volume [veh/h]
792752510600Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82700.82700.82701.00000.82701.0000Peak Hour Factor
26191083002000Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
136146401060Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.14871.14871.14871.14871.14871.1487Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1097806670820Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
464
AGENDA ITEM NO. 8.

DIntersection LOS

2.67d_I, Intersection Delay [s/veh]
AADApproach LOS

0.000.0029.40d_A, Approach Delay [s/veh]

0.000.000.000.00104.750.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.004.190.0095th-Percentile Queue Length [veh/ln] AAADMovement LOS

0.000.000.000.0029.400.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.630.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 5: 5 NT AMVersion 2022 (SP 0-12)
Generated with
465
AGENDA ITEM NO. 8.

0.724Volume to Capacity (v/c):

DLevel Of Service:

38.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
466
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
194644445525312311751110323210268333172Total Analysis Volume [veh/h] 48161111463308443265825178343Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.9240.9240.9240.9240.9240.9240.9240.9240.92400.92400.92400.92400.92400.9240Peak Hour Factor 1795954151234113716210952149463308159Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
01700017077440012Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.1481.1481.1481.1481.1481.1481.1481.1481.14871.14871.14871.14871.14871.1487Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15650336442049751413771837855268128Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
467
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0231200615000301703017Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
468
AGENDA ITEM NO. 8.
197.37310.81152.45224.22577.78246.12102.91233.83150.8261.71313.04237.7195th-Percentile Queue Length [ft/ln]

7.8912.436.108.9723.119.844.129.356.032.4712.529.5195th-Percentile Queue Length [veh/ln] 110.98196.0184.69130.53411.45146.7857.17137.6383.7934.29197.73140.5150th-Percentile Queue Length [ft/ln]

4.447.843.395.2216.465.872.295.513.351.377.915.6250th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CCECDECCECCELane Group LOS

31.5233.6867.2327.9637.5760.4131.3834.4464.9727.0333.6063.68d, Delay for Lane Group [s/veh]

0.370.550.810.410.900.850.210.390.790.120.500.87X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.430.4012.010.452.408.730.921.9610.100.442.7111.02d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

31.0933.2855.2227.5135.1751.6830.4632.4854.8726.6030.8952.65d1, Uniform Delay [s] 52511761226111369219502591129563663198c, Capacity [veh/h] 161536181794161536181808161519001810161519001810s, saturation flow rate [veh/h]

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

0.330.330.070.380.380.120.310.310.070.350.350.11g / C, Green / Cycle 3939845451537379424213g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
469
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.68 33.60 27.03 64.97 34.44 31.38 60.41 60.41 37.57 27.96 67.23 67.23 33.68 31.52 Movement LOS E C C E C C E E D C E E C C
d_A, Approach Delay [s/veh] 41.85 40.84 38.66 36.78
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 38.94
Intersection LOS D
Intersection V/C 0.724
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 51.37 51.37 51.37 51.37
I_p,int, Pedestrian LOS Score for Intersectio 2.504 2.517 3.099 2.785 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 433 433 950 317 d_b, Bicycle Delay [s] 36.85 36.85 16.56 42.53
I_b,int, Bicycle LOS Score for Intersection 2.505 2.281 2.793 2.296 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
470
AGENDA ITEM NO. 8.

0.822Volume to Capacity (v/c):

DLevel Of Service:

49.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
471
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
121604140293151192214113778126256274137954275Total Analysis Volume [veh/h] 30151357792985303419565146934513619Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.963Peak Hour Factor 117582135283031148206113275225254264132852272Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
18139801450040022300Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.1481.148Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 8649511017264987175111565121947228113645463Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
472
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 061130067190033200050370Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
473
AGENDA ITEM NO. 8.
142.58340.00152.04353.91716.90189.96185.45322.19257.64309.77517.17432.4095th-Percentile Queue Length [ft/ln]

5.7013.606.0814.1628.687.607.4212.8910.3112.3920.6917.3095th-Percentile Queue Length [veh/ln]

79.21218.7384.47229.65528.41105.67103.03204.83155.41195.20361.31292.2250th-Percentile Queue Length [ft/ln]

3.178.753.389.1921.144.234.128.196.227.8114.4511.6950th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
DDEDDEDDEDDELane Group LOS

35.0939.0576.3439.1149.1274.4043.8646.8673.2238.1842.7364.85d, Delay for Lane Group [s/veh]

0.220.490.800.540.920.820.300.530.880.460.720.92X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.200.296.770.803.126.061.681.406.892.502.335.44d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

34.9038.7569.5738.3246.0068.3342.1845.4666.3335.6940.3959.40d1, Uniform Delay [s] 5551244212579129726445614623626001922674c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.340.340.060.360.360.080.280.280.100.370.370.19g / C, Green / Cycle 52529545411424215565629g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 150150150150150150150150150150150150C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
474
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.85 64.85 42.73 38.18 73.22 73.22 46.86 43.86 74.40 74.40 49.12 39.11 76.34 76.34 39.05 35.09 Movement LOS E E D D E E D D E E D D E E D D
d_A, Approach Delay [s/veh] 48.19 53.31 50.45 45.56
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 49.48
Intersection LOS D
Intersection V/C 0.822
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 66.26 66.26 66.26 66.26
I_p,int, Pedestrian LOS Score for Intersectio 3.508 3.407 3.247 3.106 Crosswalk LOS D C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 613 387 840 760 d_b, Bicycle Delay [s] 36.05 48.80 25.22 28.82
I_b,int, Bicycle LOS Score for Intersection 2.510 2.095 2.804 2.273 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
475
AGENDA ITEM NO. 8.

0.074Volume to Capacity (v/c):

BLevel Of Service:

12.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
3288615960410Total Analysis Volume [veh/h]
82223990100Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.94900.94900.94901.00000.94901.0000Peak Hour Factor
3084115150390Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
2815240330Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.14871.14871.14871.14871.14871.1487Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27191298050Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
476
AGENDA ITEM NO. 8.

BIntersection LOS

0.19d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0012.01d_A, Approach Delay [s/veh]

0.000.000.000.005.970.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.000.240.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS

0.000.000.000.0012.010.00d_M, Delay for Movement [s/veh]

0.000.010.020.000.070.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 6: 6 NT PMVersion 2022 (SP 0-12)
Generated with
477
AGENDA ITEM NO. 8.

LONG-TERM TRAFFIC CONDITIONS

478
AGENDA ITEM NO. 8.

0.770Volume to Capacity (v/c):

DLevel Of Service:

39.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
479
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
26482913233170604188391863739791433194Total Analysis Volume [veh/h] 662073384315147104793242310848Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.8870.8870.8870.8870.8870.8870.8870.8870.88700.88700.88700.88700.88700.8870Peak Hour Factor 23473511729151536167351653318681384172Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
0450003003434440037Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.2021.2021.2021.2021.2021.2021.2021.2021.20221.20221.20221.20221.20221.2022Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 195574972412642113911092726867319112Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
480
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0383900232400301303518Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
481
AGENDA ITEM NO. 8.
265.58412.69213.84156.42269.95267.78175.84340.71132.0371.54363.03240.1595th-Percentile Queue Length [ft/ln]

10.6216.518.556.2610.8010.717.0313.635.282.8614.529.6195th-Percentile Queue Length [veh/ln] 161.40276.37122.9386.90164.71163.0797.69219.2873.3539.75236.84142.3350th-Percentile Queue Length [ft/ln]

6.4611.054.923.486.596.523.918.772.931.599.475.6950th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDECCECDECCELane Group LOS

37.3141.5656.2231.0033.2955.1730.2635.6260.8522.9231.0556.90d, Delay for Lane Group [s/veh]

0.620.870.830.360.570.870.350.600.780.150.600.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.502.708.310.450.479.011.884.3610.360.513.659.58d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

35.8138.8647.9130.5532.8146.1628.3931.2550.4922.4127.3947.32d1, Uniform Delay [s] 4249492004771068260524617124614722224c, Capacity [veh/h] 161536181804161536181805161519001810161519001810s, saturation flow rate [veh/h]

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

0.260.260.110.300.300.140.330.330.070.380.380.12g / C, Green / Cycle 29291232321636367424214g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
482
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 56.90 31.05 22.92 60.85 35.62 30.26 55.17 55.17 33.29 31.00 56.22 56.22 41.56 37.31 Movement LOS E C C E D C E E C C E E D D
d_A, Approach Delay [s/veh] 37.00 37.83 37.86 42.59
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 39.32
Intersection LOS D
Intersection V/C 0.770
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.39 46.39 46.39 46.39
I_p,int, Pedestrian LOS Score for Intersectio 2.595 2.643 3.003 2.742 Crosswalk LOS B B C B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 563 473 345 618 d_b, Bicycle Delay [s] 28.39 32.10 37.67 26.28
I_b,int, Bicycle LOS Score for Intersection 2.744 2.642 2.230 2.489 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
483
AGENDA ITEM NO. 8.

0.720Volume to Capacity (v/c):

DLevel Of Service:

37.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
484
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
17873214637265501168118910941888196107948586Total Analysis Volume [veh/h] 4418336966125420472744724927012121Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.9460.946Peak Hour Factor 16869213835251474159117910351788185102145981Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
3331292703630040011700Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.202Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 1125509172093641301149858148715383538267Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
485
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 041120041120036130054310Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
486
AGENDA ITEM NO. 8.
202.10400.14128.18294.93268.76116.99169.22311.37134.42136.17249.00327.7595th-Percentile Queue Length [ft/ln]

8.0816.015.1311.8010.754.686.7712.455.385.459.9613.1195th-Percentile Queue Length [veh/ln] 114.40266.3271.21183.77163.8164.9994.01196.4474.6875.65148.93209.1650th-Percentile Queue Length [ft/ln]

4.5810.652.857.356.552.603.767.862.993.035.968.3750th-Percentile Queue Length [veh/ln] NoYesNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDEDDECCEBBDLane Group LOS

41.1148.1360.1046.0042.5159.7626.6429.5159.4517.8119.4751.97d, Delay for Lane Group [s/veh]

0.480.880.770.730.610.740.300.540.770.240.420.88X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.973.365.072.950.754.611.231.064.760.710.504.21d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.120.110.110.500.500.110.500.500.11k, delay calibration

40.1444.7755.0343.0441.7655.1425.4128.4554.6817.0918.9747.76d1, Uniform Delay [s] 37082823936581822962820122568072588646c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.230.230.070.230.230.060.390.390.070.500.500.18g / C, Green / Cycle 272782727847479606022g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
487
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.97 51.97 19.47 17.81 59.45 59.45 29.51 26.64 59.76 59.76 42.51 46.00 60.10 60.10 48.13 41.11 Movement LOS D D B B E E C C E E D D E E D D
d_A, Approach Delay [s/veh] 29.35 33.11 46.62 48.99
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 37.42
Intersection LOS D
Intersection V/C 0.720
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 51.37 51.37 51.37 51.37
I_p,int, Pedestrian LOS Score for Intersectio 3.470 3.389 3.098 2.977 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 833 533 616 616 d_b, Bicycle Delay [s] 20.44 32.30 28.73 28.73
I_b,int, Bicycle LOS Score for Intersection 2.308 2.270 2.192 2.431 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/202410
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
488
AGENDA ITEM NO. 8.

0.679Volume to Capacity (v/c):

DLevel Of Service:

33.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
3231151104702480Total Analysis Volume [veh/h]
812882620620Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82700.82700.82701.00000.82701.0000Peak Hour Factor
26795286602050Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
136146401060Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.20221.20221.20221.20221.20221.2022Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1097806670820Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
489
AGENDA ITEM NO. 8.

DIntersection LOS

2.98d_I, Intersection Delay [s/veh]
AADApproach LOS

0.000.0033.31d_A, Approach Delay [s/veh]

0.000.000.000.00119.500.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.004.780.0095th-Percentile Queue Length [veh/ln] AAADMovement LOS

0.000.000.000.0033.310.00d_M, Delay for Movement [s/veh]

0.000.010.010.000.680.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 7: 7 LT AMVersion 2022 (SP 0-12)
Generated with
490
AGENDA ITEM NO. 8.

0.747Volume to Capacity (v/c):

DLevel Of Service:

41.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 1: N Peach Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

25.0045.0040.0040.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Intersection Setup
9/26/20241
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
491
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
00000000000000Local Bus Stopping Rate [/h]
00000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
203673475726512871841210824210671348180Total Analysis Volume [veh/h] 51168121466322463276127188745Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.9240.9240.9240.9240.9240.9240.9240.9240.92400.92400.92400.92400.92400.9240Peak Hour Factor 18862243532451189170111002249866322166Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h]
00000000000000Other Volume [veh/h]
00000000000000Existing Site Adjustment Volume [veh/h]
00000000000000Pass-by Trips [veh/h]
00000000000000Diverted Trips [veh/h]
01700017077440012Site-Generated Trips [veh/h]
00000000000000In-Process Volume [veh/h]

1.2021.2021.2021.2021.2021.2021.2021.2021.20221.20221.20221.20221.20221.2022Growth Factor

0.00Proportion of CAVs [%]

0.000.000.002.000.000.000.002.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15650336442049751413771837855268128Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Peach AvenueNorth Peach AvenueName Volumes
9/26/20242
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
492
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014000140002100210Pedestrian Clearance [s]
05000500050050Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0311300685000301903019Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.01.01.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20243
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
493
AGENDA ITEM NO. 8.
216.44342.97173.26246.64647.37275.61120.82265.59170.3871.77357.50262.3795th-Percentile Queue Length [ft/ln]

8.6613.726.939.8725.8911.024.8310.626.822.8714.3010.4995th-Percentile Queue Length [veh/ln] 124.82221.0696.26147.16469.66169.0167.12161.4194.6639.87232.48158.9850th-Percentile Queue Length [ft/ln]

4.998.843.855.8918.796.762.686.463.791.599.306.3650th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
CDECDEDDECDELane Group LOS

32.9635.3472.0329.0639.5765.2935.2938.9269.9830.1137.8867.65d, Delay for Lane Group [s/veh]

0.370.550.820.420.900.860.220.430.800.130.540.87X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.420.3912.390.442.449.501.072.3310.630.493.2010.95d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

32.5434.9559.6428.6237.1355.7934.2236.5959.3529.6334.6756.70d1, Uniform Delay [s] 54712251266351423227483569132549646206c, Capacity [veh/h] 161536181794161536181808161519001810161519001810s, saturation flow rate [veh/h]

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

0.340.340.070.390.390.130.300.300.070.340.340.11g / C, Green / Cycle 4444951511639399444415g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 130130130130130130130130130130130130C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20244
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
494
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.65 37.88 30.11 69.98 38.92 35.29 65.29 65.29 39.57 29.06 72.03 72.03 35.34 32.96 Movement LOS E D C E D D E E D C E E D C
d_A, Approach Delay [s/veh] 45.90 45.28 40.86 38.74
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 41.64
Intersection LOS D
Intersection V/C 0.747
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 56.32 56.32 56.32 56.32
I_p,int, Pedestrian LOS Score for Intersectio 2.525 2.537 3.132 2.803 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 400 400 984 415 d_b, Bicycle Delay [s] 41.61 41.61 16.76 40.82
I_b,int, Bicycle LOS Score for Intersection 2.548 2.312 2.850 2.329 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
9/26/20245
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
495
AGENDA ITEM NO. 8.

0.853Volume to Capacity (v/c):

DLevel Of Service:

53.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: N Willow Ave/W Nees Ave
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

40.0045.0050.0050.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000000No. of Lanes in Exit Pocket
120.0100.0100.0140.0100.0100.0100.0240.0200.0100.0100.0225.075.00100.0100.0245.0Entry Pocket Length [ft] 1002100210021002No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuRightThruLeftU-tuTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Intersection Setup
9/26/20246
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
496
AGENDA ITEM NO. 8.
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
0000000000000000Local Bus Stopping Rate [/h]
0000000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
126631146293291247223114381727359287144256779Total Analysis Volume [veh/h] 31158377823125603620468157236114220Total 15-Minute Volume [veh/h]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor

0.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.9630.963Peak Hour Factor 121608141283171201215113878726357276138954676Total Hourly Volume [veh/h] 0000000000000000Right Turn on Red Volume [veh/h]
0000000000000000Other Volume [veh/h]
0000000000000000Existing Site Adjustment Volume [veh/h] 0000000000000000Pass-by Trips [veh/h]
0000000000000000Diverted Trips [veh/h]
18139801450040022300Site-Generated Trips [veh/h]
0000000000000000In-Process Volume [veh/h]

1.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.2021.202Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 8649511017264987175111565121947228113645463Base Volume Input [veh/h] West Nees AvenueWest Nees AvenueNorth Willow AvenueNorth Willow AvenueName Volumes
9/26/20247
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
497
AGENDA ITEM NO. 8.
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l2, Clearance Lost Time [s]

0.02.02.00.00.02.02.00.00.02.02.00.00.02.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 03100031000240002400Pedestrian Clearance [s]
0500050005000500Walk [s]

0.03.03.00.00.03.03.00.00.03.03.00.00.03.03.00.0Vehicle Extension [s] 069130073170033210053410Split [s]

0.01.01.00.00.01.01.00.00.01.01.00.00.01.01.00.0All red [s]

16.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
160Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
9/26/20248
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
498
AGENDA ITEM NO. 8.
157.35371.61174.68384.62791.86207.98207.59363.64282.79348.22588.77476.2295th-Percentile Queue Length [ft/ln]

6.2914.866.9915.3831.678.328.3014.5511.3113.9323.5519.0595th-Percentile Queue Length [veh/ln]

87.42243.6297.04253.95592.29118.65118.37237.32174.47225.18420.60327.7750th-Percentile Queue Length [ft/ln]

3.509.743.8810.1623.694.754.739.496.989.0116.8213.1150th-Percentile Queue Length [veh/ln] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group
DDFDDEDDEDDELane Group LOS

36.4040.7386.8040.2351.1379.9848.6952.3378.1742.1647.8068.29d, Delay for Lane Group [s/veh]

0.220.490.880.550.920.840.330.580.890.490.760.92X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.190.2911.880.773.187.021.991.797.552.883.015.54d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

36.2140.4374.9239.4547.9472.9646.7050.5570.6239.2944.7962.75d1, Uniform Delay [s] 5721280199603135026643714003725891886702c, Capacity [veh/h] 161536183514161536183514161551763514161551763514s, saturation flow rate [veh/h]

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

0.350.350.060.370.370.080.270.270.110.360.360.20g / C, Green / Cycle 57579606012434317585832g_i, Effective Green Time [s]

2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

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

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 160160160160160160160160160160160160C, Cycle Length [s] RCLRCLRCLRCLLane Group
Lane Group Calculations
9/26/20249
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
499
AGENDA ITEM NO. 8.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 68.29 68.29 47.80 42.16 78.17 78.17 52.33 48.69 79.98 79.98 51.13 40.23 86.80 86.80 40.73 36.40 Movement LOS E E D D E E D D E E D D F F D D
d_A, Approach Delay [s/veh] 52.69 58.57 52.72 48.80
Approach LOS D E D D
d_I, Intersection Delay [s/veh] 53.32
Intersection LOS D
Intersection V/C 0.853
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 71.24 71.24 71.24 71.24
I_p,int, Pedestrian LOS Score for Intersectio 3.540 3.434 3.279 3.131 Crosswalk LOS D C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 613 363 863 813 d_b, Bicycle Delay [s] 38.49 53.62 25.87 28.19
I_b,int, Bicycle LOS Score for Intersection 2.554 2.120 2.861 2.305 Bicycle LOS B B C B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
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Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
500
AGENDA ITEM NO. 8.

0.076Volume to Capacity (v/c):

BLevel Of Service:

12.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 3: Project Driveway/W Nees Ave
Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

45.0045.0010.00Speed [mph]

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

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruThruLeftRightLeftTurning Movement
Lane Configuration
WestboundEastboundSouthboundApproach
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Intersection Setup
000Pedestrian Volume [ped/h]
3292616690410Total Analysis Volume [veh/h]
82324170100Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.94900.94900.94901.00000.94901.0000Peak Hour Factor
3087915840390Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
2815240330Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.20221.20221.20221.20221.20221.2022Growth Factor

0.000.000.002.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27191298050Base Volume Input [veh/h]
West Nees AvenueWest Nees AvenueProject Driveway (547 W Nees Ave)Name Volumes
9/26/202411
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
501
AGENDA ITEM NO. 8.

BIntersection LOS

0.19d_I, Intersection Delay [s/veh]
AABApproach LOS

0.000.0012.24d_A, Approach Delay [s/veh]

0.000.000.000.006.160.0095th-Percentile Queue Length [ft/ln]

0.000.000.000.000.250.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS

0.000.000.000.0012.240.00d_M, Delay for Movement [s/veh]

0.000.010.020.000.080.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
Intersection Settings
9/26/202412
Scenario 8: 8 LT PMVersion 2022 (SP 0-12)
Generated with
502
AGENDA ITEM NO. 8.

CITY OF CLOVIS

MEMORANDUM

TO: Thad Avery, City Engineer

THROUGH: Fernando Copetti, Supervising City Enginee r

FROM: Gene Abella, Civil Engineer

DATE: June 11, 2024

SUBJECT: Review of the School Signage along Nees Av enue between Willow and Peach Avenues.

REASON FOR THE REVIEW:

Valley Crecent School (547 West Nees Avenue) has ap proached the City to review existing school signage and determine if modifications are appropriate.

RECOMMENDATIONS:

Nees Avenue Eastbound:

A. Install ‘School Warning Assembly A’ signage on S treet Light Pole 47080.

B. Install ‘School Speed Limit Assembly C’ signage on Street Light Pole 48710.

Nees Avenue Westbound:

A. Install ‘School Warning Assembly A’ signage on S treet Light Pole 401519.

B. Relocate existing ‘SPEED LIMIT 45’ R2-1 from Str eet Light Pole 49179 to Street Light Pole 407709, immediately east of North Timmy Avenue.

C. Install ‘School Speed Limit Assembly C’ signage on Street Light Pole 49180.

North Sylmar Avenue
A. Install ‘School Warning Assembly A’ signage at t he following locations.

1. On Street Light Pole 49183 at the West Kenosha A venue intersection.

2. On a new street sign post at the north end of northeast curb return of the West Jordan Avenue intersection.

APPROVAL
City Engineer
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AGENDA ITEM NO. 8.

DISCUSSION:

On November 21, 2023, Fadwa Amireh from Valley Crescent School emailed Sean Smith with the City, about concerns in regard to school signag e and student safety at Valley Crecent School.

With Valley Crescent School defined as a K through 8
th grade school (regardless of being a
private school), the Engineering Division deems the installation of signage for a School Zone and School Speed Limit as appropriate, with guidanc e from CA MUTCD Part 7. Refer to the attached exhibit.

The School Speed Limit Assembly C (CA) is to be pla ced at or as near as practical to the beginning of the reduced school speed limit zone. Section 7B.15 Paragraph 19 of the California MUTCD provides the option that this location may be posted up to a maximum distance of 500 feet in advance of the school boundary property. These are to be placed on Street Light Poles 48710 and 49180 on West Nees Avenue.

A School Warning Assembly A (CA) shall be installed in advance of the School Speed Limit Assembly C (CA). Staff determined the appropriate locations to be on Street Light Poles 47080 and 401519 on West Nees Avenue.

In defining the School Zone, the School Warning Ass embly A (CA) shall be posted on North Sylmar Avenue, on Pole 49183 at the West Kenosha Avenue knuckle, as well as on a new sign post at the West Jordan Avenue intersection.

To mark the end of the School Speed Limit zone on W est Nees Avenue in the westbound direction, the existing westbound speed limit sign (R2-1) shall be relocated from Street Light Pole 49179 to Street Light Pole 407709. Due to th e close proximity of Garfield Elementary School, there will be no defined end of the School Speed Limit Zone in the eastbound direction on West Nees Avenue.

It should be noted that with the close proximity of Garfield Elementary, the signage will be compounded between both schools. This will be coor dinated in the near future, when addressing a signage request by Garfield Elementary.

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AGENDA ITEM NO. 8.

505
AGENDA ITEM NO. 8.

TO: Mayor and City Council
FROM: Planning and Development Services
DATE: March 17, 2025
SUBJECT: Consider Approval - Res. 25-___, A resolution authorizing staff to initiate an application process for soliciting members for the General Plan Advisory Committee as part of the General Plan Update.

Staff: Lily Cha, Senior Planner
Recommendation: Approve

ATTACHMENTS: 1. Res. 25-___,

2. GPAC Memo and Application

RECOMMENDATION
Staff recommends that the City Council approve a resolution authorizing the initiation of the application process to recruit members for the General Plan Advisory Committee as part of the General Plan Update.

EXECUTIVE SUMMARY
On September 16, 2024, the City Council initiated the General Plan Update process by approving a contract with De Novo Planning Group (De Novo) as the selected consultant to assist with the update. As part of the General Plan Upd ate process, the City has committed to establishing a General Plan Advisory Committee (GPAC) to provide input on the General Plan Update. Based on feedback from De Novo, it is recommended that GPAC members be selected through an application process.

BACKGROUND
In May 2022, the City Council authorized an audit of the General Plan, which was conducted by the selected consultant, De Novo. The audit, completed in August 2023, highlighted the need for a comprehensive update to address evolving factors. Staff then initiated the RFP process to solicit qualified consulting firms to assist with the update. After reviewing proposals and conducting interviews in late July 2024, a scoring committee selected De Novo as the preferred consultant. On September 16, 2024, the City Council formally initiated the General Plan Update process by approving a contract with De Novo to assist with the update. The initial phase of work is in process, and the formation of the GPAC is part of this effort.

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AGENDA ITEM NO. 9.

PROPOSAL AND ANALYSIS
As part of the General Plan Update process, the City has committed to establishing a GPAC to provide input on the General Plan Update. This commitment is outlined in the approved scope of work under Task 3 – Community Participation Program.

The GPAC is a community -based advisory group whose objective is to assist the City with the update of the General Plan. It will serve as one of the primary channels for the community to provide input and make recommendations on the General Plan Update. GPAC membership is temporary, with roles and responsibilities concluding upon City Council adoption of the General Plan. The GPAC’s primary responsibilities include:

 Ensuring City staff and the consultant team are aware of and understand the community concerns, values and expectations.
 Assisting City staff and the consultant team in identifying critical issues that should be addressed in the planning process.
 Identifying areas of existing or potential conflicts and find ways to constructively resolve them.
 Leveraging the creative ideas and insights within the Clovis community for input into the General Plan.
 Keeping community organizations and interested citizens informed about the status of the planning process.
 Providing recommendations to the Planning Commission and City Council supporting the General Plan.

GPAC Expectations
It is crucial that individuals interested in joining the GPAC fully understand the commitment and significance of the role and are dedicated to fulfilling it. Serving on the GPAC may require a substantial time investment, and members must be well-informed about the expectations set by both the City and the consultant. GPAC m embers should be ready to make a complete commitment to this responsibility. In addition to the aforementioned expectations, members can anticipate the following:

 A kickstart meeting in August.
 Monthly meetings, typically occurring between August 2025 and late 2026.  Primarily in-person evening meetings at a City facility, lasting approximately 2-3 hours.  Agendas and reading materials provided in advance of each meeting, with members expected to come prepared to discuss the topics on the agenda.  Meetings facilitated by City staff and the consultant team, with the GPAC working toward consensus. There will be no roll-call votes, and differing viewpoints will be recorded and presented to the City Council.

GPAC Formation
It is important that the Ci ty establishes a GPAC that best reflects a broad cross -section of the community, some of which could include residents, neighborhood groups, the business community, civic organizations, community-based organizations, development interests, and resource conservation interests. By ensuring representation from a diverse group, the City can 507
AGENDA ITEM NO. 9.
ensure that a wide range of viewpoints and interests will be considered during the General Plan Update process, resulting in a General Plan that best represents the community’s vision for the future. A total of 15 GPAC members will be selected through the application process. Applicants are not required to be residents of Clovis but should have a meaningful connection to the city through business or community involvement.

To achieve balanced representation, applications will be categorized into four main groups with multiple subgroups. Although equal distribution is not guaranteed , selections will be made as evenly as possible across all categories:

1. Development Community – Individuals associated with development in Clovis. o Residential developers
o Non-residential developers

2. Business Community – Individuals connected with business and business organizations in Clovis.
o Business owners
o Business organizations ( e.g., Chamber of Commerce, Business Organization of Old Town, Clovis Rotary Club)

3. Public Organizations – Individuals involved in groups working to improve the community.
o Hospitals
o School district
o Agencies

4. Community Service – Individuals involved in groups working to improve the community. o Civic organizations
o Local historic societies
o Preservation committees
o Heritage foundations
o Museum associations
o Housing advocacy
o ADA

5. At-large – Resident or member at-large.

Application Process
Based on staff input, the consultant has prepared an application and an accompanying memo outlining the formation process and expectations of the GPAC. The application and memo are provided as Attachment 2 of this report. The application materials will be available online and can be emailed upon request. Additionally, the call for applications will be promoted through social media outlets, emailed to development and community groups, shared via the General Plan Update list of interested parties , and adverti sed at events like Trail Fest. Interested individuals must submit a complete application between April 1, 2025, and May 31, 2025, by 4:00 PM. Applications may be submitted via email or in person, with a date and time stamp recorded upon receipt. Late applications will not be accepted.

After the application period closes, staff will review all submissions and make recommendations based on the criteria outlined above, selecting candidates that best align with the City’s needs. 508
AGENDA ITEM NO. 9.

The recommended applications will be presented to the City Council in July for final consideration and appointment. The City Council holds the authority to make the final selection of GPAC members.

Youth Commission Participation
The Youth Commission is an important component of Clovis, composed of young people who work in collaboration with the City and officials to ensure that youth have a voice in decision - making processes that impact the community. This platform gives young individuals the chance to advocate for their interests, offers valuable leadership opportunities, and encourages active participation in civic life. The GPAC process is an excellent opportunity for Youth Commission members to get involved and contribute their perspectives.

Although Youth Commission members wil l not hold official positions on the GPAC, they will participate as representatives and be actively involved in the process. Participants from the Youth Commission will be integrated into the GPAC process, with their involvement likely aligned with their membership cycle in the Youth Commission. It is recommended that one or two Youth Commission members are selected to take part in the GPAC process. The selection process for these members will take place at the Youth Commission level.

FISCAL IMPACT
This effort is part of the broader General Plan Update, which is funded through the City’s General Plan Consultant funds. The total contract amount approved for the update is $2,776,513.

REASON FOR RECOMMENDATION
The City is committed to incorporating a GPAC into the General Plan Update process. To ensure the selection of dedicated members with relevant expertise and diverse experiences and perspectives, staff and the consultant recommend conducting the GPAC selection through an application process.

ACTIONS FOLLOWING APPROVAL
Following approval, staff will begin the application process by advertising and making available the application and relevant information. In July, staff will return to the City Council for final consideration and appointment of GPAC members.

CONFLICT OF INTEREST
None.

Prepared by: Lily Cha, Senior Planner

Reviewed by: City Manager AH
509
AGENDA ITEM NO. 9.

RESOLUTION 25-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS

AUTHORIZING STAFF TO INITIATE AN APPLICATION PROCESS FOR SOLICITING

MEMBERS FOR THE GENERAL PLAN ADVISORY COMMITTEE AS PART OF THE GENERAL PLAN UDPATE.

WHEREAS, on September 16, 2024, the City Council initiated the General Plan Update process by approving a contract with DeNovo Planning Group as the selected consultant to assist with the update; and

WHEREAS, as part of the General Plan Update process, the City has committed to establishing a General Plan Advisory Committee (GPAC) to provide guidance on the General Plan update; and

WHEREAS, the GPAC will be formed through an application process, with staff reviewing submissions and making selection recommendations to the City Council; and

WHEREAS, the City Council will have the final authority in selecting GPAC members.

NOW, THEREFORE, BE IT RESOLVED, that the City of Clovis authorizes staff to initiate an application process for soliciting members for the General Plan Advisory Committee as part of the General Plan Update.

* * * * *

The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on March 17, 2025, by the following vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: March 17, 2025

______________________________ ______________________________ Mayor City Clerk

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AGENDA ITEM NO. 9.

General Plan Advisory Committee Formation Memorandum | Page 1

Clovis General Plan Advisory Committee Application
This memo provides information and submittal instructions for persons interested in being appointed to the Clovis General Plan Advisory Committee (GPAC).

Any person interested in serving on the GPAC must complete and submit the attached application form by Friday, May 30, 2025 at 4:00 p.m.

Application forms must be signed, and may be submitted via email to: [email protected] or delivered in-person to the Clovis Planning and Development Services Department at 1033 Fifth Street. In-person applications must be time stamped at the front counter.

Introduction
The City of Clovis has embarked on a multi -year process to update its General Plan. The Clovis General Plan is the City’s overarching policy guidance document, and provides direction on a myriad of topics such as land use, housing, transportation, economic development, resource conservation, community health, parks, and open space.

The City of Clovis has hired a professional planning consulting firm, De Novo Planning Group, to assist the City with its General Plan Update. The City Council will also form an ad hoc General Plan Advisory Committee (GPAC) to assist with preparation of the General Plan Update.

The GPAC will serve as one of the primary channels for the community to provide input and make recommendations on the General Plan Update. Participation by members appointed to the GPAC is temporary; the roles and responsibilities of its members will terminate with City Council adoption of the General Plan .

The charge of the GPAC is to:

1. Ensure City staff and the consultant team are aware of and understand community concerns, values and expectations.

2. Assist City staff and the consultant team in identifying critical issues that should be addressed in the planning process.

3. Identify areas of existing or potential conflicts and find ways to constructively resolve them.

4. Capitalize on the creative ideas and insights within the Clovis community for input into the General Plan.

5. Keep community organizations and interested citizens informed about the status of the planning process.

6. Provide recommendations to the Planning Commission and City Council supporting the General Plan.

The City Council intends to form a GPAC that represents a cross -section of the community, including residents and neighborhood groups, the business community, civic organizations, community -based organizations, development interests, and resource conservation interests. By ensuring that these groups are represented on the GPAC, the City of Clovis can be confident that a diverse range of viewpoints and interest areas will be considered as part of the General Plan Update process, ultimately resulting in a contemporary General Plan that best represents the community’s vision for the future.

Attachment 2
511
AGENDA ITEM NO. 9.

General Plan Advisory Committee Formation Memorandum | Page 2

GPAC Formation and Expectations
• 15 GPAC members will be appointed by the City Council, with appointments anticipated to occur in July 2025.
• The GPAC will meet approximately 12 times in total. Meetings will generally occur one time per month, but there may be months when no meetings are held.
• The first GPAC meeting is anticipated to be held in August or September 2025, and meetings will run through late 2026.
• GPAC meetings will primarily be in-person evening meetings at City Hall, and will likely last 2-3 hours. • GPAC members will be provided agendas and reading materials prior to each meeting, and will be expected to attend all meetings prepared to discuss the topics identified on the agenda. Reading materials for each meeting may be upwards of 50 pages or more, and will include materials from the General Plan Existing Conditions Report, the General Plan Community Outreach Summary Report, and portions of the City’s existing General Plan.
• Meetings will be facilitated by City staff and the consultant team, and the GPAC will operate in the spirit of consensus. There will not be roll-call votes, and differing points of view will be recorded and presented to the City Council. The meetings will be structured as roundtable discussions, with defined opportunities for members of the public to provide comments.
• Regardless of the individual background or professional affiliation of a GPAC member, all members will be expected to participate in all meetings, and provide input and feedback on all topics presented to the GPAC for discussion. The City is looking for f ull participants, not just individuals advocating for, or interested in, a single issue or topic.
• GPAC meetings are generally anticipated to follow the following structure and address the following topics:
o The first meeting will provide an overview of the GPAC’s role, information on requirements for General Plans, a summary of feedback received to -date from the community, and a discussion of high-level goals, priorities, and challenges for the Clovis Community. o The following 4-5 meetings will focus primarily on the topic of land use. The GPAC will discuss and provide input on growth patterns, development type, density, land use map changes, and other similar land use-related topics. The intent will be to develop a working draft of the Updated Land Use Map with corresponding designations and densities.
o The subsequent 4-5 meetings will focus on other topics and issues covered under the General Plan, such as traffic/mobility, economic development, community health and wellness, utilities and public services, etc. Many of these topics overlap with land use , and with each other. o The final 2 meetings will provide GPAC members with an opportunity to review and provide input and on the entire Draft General Plan document prior to it being released for public review and comment.
• There will be several community workshops and public meetings held throughout the General Plan Update process, and GPAC members are encouraged to attend as many of these as possible.

512
AGENDA ITEM NO. 9.

Applications Due by: Friday, May 30, 2025 at 4:00 p.m.

Applications may be returned via email to: [email protected] or delivered in-person to: the City of Clovis Planning and Development Services Department, located at 1033 Fifth Street.

Hand-delivered applications must be time-stamped at the front desk.

General Plan Advisory Committee Applicant Information
Full Name:

Last First M.I.

Address:

Street Address Apartment/Unit #
City State ZIP Code
Phone: ( ) E-mail Address:

Please respond to the questions below. If additional space is needed, applicants are encouraged to attach additional pages with responses.

Why are you interested in serving on the General Plan Advisory Committee? _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ Which of the following best describes your professional or community affiliations or interests (select one):

Development Community
Business Community
Public Organization
Community Service
At-large
Please elaborate and provide specifics on the response you provided above:
_______________________________________________________________________________ _______________________________________________________________________________ Why do you feel that you'd be a good asset to the GPAC?:
_______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ I certify that I have read, and am committed to meeting, the expectations outlined in the accompanying memo Date:Signature:
513
AGENDA ITEM NO. 9.

TO: Mayor and City Council
FROM: Planning and Development Services
DATE: March 17, 2025
SUBJECT: Consider Approval - Res. 25-___, A resolution accepting and authorizing the submission of the 202 4 General Plan Annual Progress Report, including the 202 4 Housing Element Annual Progress Report to the Governor’s Office of Land Use and Climate Innovation and the California Department of Housing and Community Development.

Staff: Lily Cha, Senior Planner
Recommendation: Approve

ATTACHMENTS: 1. Resolution 25-__

2. 2024 General Plan Annual Progress Report

3. Assumptions on Affordability

RECOMMENDATION
Staff recommends that the City Council consider approval of a resolution (Attachment 1) to accept the 2024 General Plan Annual Progress Report ( Attachment 2), including the Housing Element Annual Progress Report (APR) ( Appendix A to Attachment 2 ), and provide authorization to submit the report to the Governor’s Offic e of Land Use and Climate Innovation (LCI) and the California Department of Housing and Community Development (HCD).

EXECUTIVE SUMMARY
Each year, the City is required to submit an APR on its progress in implementing the General Plan, as mandated by California Government Code Section 65400. A key component of the APR is the Housing Element report, which must follow a format defined by the HCD and include specific data on housing-related efforts. This report includes progress for the 2024 calendar year.

This Housing Element APR documents the City’s progress in implementing programs adopted as part of the 2025-2031 Housing Element (Sixth Cycle).

Before submitting the APR, the State requires jurisdictions to present it at a public meeting of the City Council, allowing for both written and oral public comments.

514
AGENDA ITEM NO. 10.

BACKGROUND
The City’s current General Plan was adopted b y the Clovis City Council on August 25, 2014, along with certification of a Program Environmental Impact Report (PEIR). A comprehensive update to the Development Code was adopted at the same time. The General Plan includes the following elements:

 Land Use;
 Economic Development;
 Circulation;
 Housing;
 Public Facilities and Services;
 Environmental Safety;
 Open Space and Conservation; and
 Air Quality

The City has begun the process of updating the General Plan and is in the early stages, with the goal of adopting the updated plan by the end of 2027.

Housing Element
Every city and county is required by state law to adopt a housing element as a mandatory component of their general plan. The housing element must be updated every eight years and must comply with statutory requirements, including mandatory review by HCD. The City’s 2024- 2031 Housing Element was adopted on November 4, 2024, and certified by HCD on December 17, 2024. The purpose of the housing element is to assess and address the jurisdiction's housing needs to support the maintenance, improvement and development of housing for all economic segments of the population.

The Sixth Cycl e Housing Element Update introduced several new challenges for the City, including the need to accommodate a higher Regional Housing Needs Allocation (RHNA) and comply with new state housing laws, such as Assembly Bill (AB) 686, which mandates a comprehensive fair housing assessment in all housing elements. Additionally, HCD has adopted a more rigorous review process to ensure compliance with housing laws. As a result, the City committed to programs and objectives beyond those of previous cycles. HCD has increased its enforcement and accountability efforts and will now closely monitor progress on these commitments through the APRs more than in previous years.

As required by law, the City must prepare, approve and submit an APR to HCD and the Office of Land Use and Climate Innovation (LCI) by April 1st each year.

General Plan APR Summary
The General Plan APR allows LCI to identify trends in land use decisions and assess their alignment with statewide planning and land use goals. More broadly, these trends can help inform updates to the State’s General Plan Guidelines and track a jurisdiction’s progress in implementing its General Plan.

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AGENDA ITEM NO. 10.

The purpose of the General Plan APR is to:

1. Provide local legislative bodies and the public with information regarding implementation of their jurisdiction’s General Plan;

2. Inform the public of the progress in meeting community goals;

3. Demonstrate how land use decisions relate to adopted goals, policies and measures of the General Plan; and

4. Provide sufficient information to i dentify necessary adjustments or modifications to the General Plan to improve implementation.

With the exception of the report on the Housing Element, there are few requirements for specific data to be provided or formats to be utilized in the General Pla n APR. The City’s 202 4 APR is organized into the following sections:

 Section I - Introduction: Briefly describes the requirement for the APR and its purpose.  Section II - General Plan Implementation Summary: Reports on City’s experience with implementing the General Plan in 2024.
 Section III - General Plan Background: Provides a summary of the adoption of the City’s General Plan, its structure, and the role of Urban Centers and Specific Plans.  Section IV - General Plan Amendments: Identifies and describes the general plan amendments approved by the City in 2024 and their relationship to General Plan goals and policies.
 Section V – General Plan Update: Describes the General Plan Update.  Section VI – Major Projects Pending: Identifies and describes several m ajor projects that include general plan amendments that are in the entitlement process.  Section VII - Housing Development Update: Provides a brief summary of housing activity in 2024.
 Appendix A - Housing Element Annual Progress Report: Describes the requirement for the Housing Element APR and points readers to the full Housing Element APR in Attachment 2.

Housing Element APR
Ascent has served as the City's consultant in preparing the Sixth Cycle Housing Element, including the Housing Element portion of the APRs. The Housing Element portion of the APR primarily consists of several data tables detailing housing -related activities in 202 4, such as development applications, building activity (new cons truction, entitlements, permits, and completed units), permits issued by affordability, additions to the RHNA inventory through rezone entitlements, and program implementation. The 2024 Housing Element APR is included in this report as Appendix A to Attachment 2.

RHNA Progress
RHNA is a state -mandated process that determines the number of housing units each local government must plan for in the Housing Element of its General Plan (Government Code §65584). As part of the RHNA process, HCD allocates the statewide housing need, broken down by income category, to councils of governments (COGs) and provides guidance in preparing the RHNA plan. Fresno COG, serving the Fresno County region, is responsible for developing a 516
AGENDA ITEM NO. 10.
methodology to distribute the housing nee d among local jurisdictions and creating a regional housing needs allocation plan that aligns with the objectives of Government Code Section 65584. In turn, each jurisdiction must update the Housing Element of its General Plan to address its community's housing needs.

The Sixth Cycle RHNA spans the housing projection period from June 30, 2023, through December 31, 2031. The City was allocated a total RHNA of 8,977 units, broken down as follows:
2,926 very low-income, 1,549 low-income, 1,448 moderate-income, and 3,054 above moderate- income units. A total of 191 units were permitted between June 30, 2023, and December 30, 2023. In 2024, a total of 654 units were permitte d. Table 1 provides a summary of the City’s progress toward meeting this RHNA, covering the period from June 30, 2023, to December 31, 2024. During this time, the City issued permits for 845 units, including 21 very low -income, 16 low-income, 16 moderate-income, and 792 above moderate-income units. The remaining RHNA obligations are as follows: 2,905 very low -income, 1,533 low-income, 1,432 moderate-income, and 2,262 above moderate-income units.

Table 1: 2023-2031 RHNA Progress as of 2024

Income Level
RHNA
Allocation
by
Income
Level
Projection
Period
Projection
Period -
06/30/2023-
12/30/2023
Permitted Units Issued by Affordability Total
Units
to
Date
(all
years)
Total
Remaining
RHNA by
Income
Level
2023 2024 2025 2026 2027 2028 2029 2030 2031

Very Low
Deed
Restricted
2,926

-
21 2,905 Non-
Deed
Restricted

8 -

13 -

-
Low
Deed
Restricted
1,549

-
16 1,533 Non-
Deed
Restricted

3 -

13 -

-
Moderate
Deed
Restricted
1,448

-
16 1,432 Non-
Deed
Restricted

16 -

-
Above
Moderate

3,054

180

612

792

2,262
Total RHNA

8,977
Total Units

191

654

845

8,132

Relationship between RHNA Progress and Existing Housing Stock The City’s progress towards meeting its RHNA allocation may only consider new construction as evidenced by the issuance of building permits. Though existing housing stock routinely becomes available on the resale or rental market, and those units can potentially be available at affordable rates, by definition RHNA only considers new housing production. The Housing Element does include a general evaluation of the local real estate market and how it relates to affordability. However, the re-sale or rental of individual units is not tracked. 517
AGENDA ITEM NO. 10.

Housing Program Progress
The City’s housing programs are an integral part of the Housing Plan within the Housing Element, a comprehensive strategy designed to meet the City’s housing needs throughout the planning period. The City’s 29 housing programs play a crucial role in promoting housing development, preserving existing housing, removing barriers to housing growth, and affirmatively furthering fair housing. Updates to these programs can be found in Table D of Appendix A in Attachment 2.

The current Housing Element consists of both newly introduced and previously established programs. Of the 29 total programs, 16 are entirely new, while 13 have been carried over in some form from the previous Housing Element. Examples o f continuing programs include the Housing Rehabilitation Program, Homebuyer Assistance Program, and Affordable Housing Incentives, all of which have benefited the Clovis community and will continue to do so.

In the last housing cycle, the City implemented 20 programs, 13 of which have been integrated into the new Housing Element. Additionally, some new programs stem from commitments made through a settlement agreement in the Martinez v. City of Clovis litigation, approved by the court.

These include Progra ms H4, H8, H10, H11, and H12. Due to increasingly rigorous state requirements, these programs demand a greater level of commitment than those in previous housing cycles.

Goal H1. Accelerate Housing Production – Provide an ample supply of housing to meet t he existing and projected housing needs for households at all income levels.  Program H1. Near-term Annexation Program
 Program H2. No Net Loss Procedures
 Program H3. Surplus Public Land
 Program H4. Development Impact Fee Deferral/Waiver Program  Program H5. Affordable Housing Incentives and Support  Program H6. Missing Housing Tools and Resources
 Program H7. Density Bonus Ordinance
 Program H8. Development Standards and Zoning Consistency  Program H9. Lot Configuration and Large Lot Development  Program H10. Local Housing Trust Fund
 Program H11. Infill Rezone Program
 Program H12. Mixed Income Zoning Ordinance

Goal H2. Preserve and Improve the Existing Housing Stock – Preserve and improve the existing housing stock to ensure safe and sanitary hous ing conditions, prevent displacement, and maintain housing affordability.
 Program H13. Preserve At-risk Affordable Housing
 Program H14. Mobil Home Rent Review and Stabilization  Program H15. Code Enforcement
 Program H16. Housing Rehabilitation
 Program H17. Replacement Housing Program
 Program H18. Energy Conservation
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AGENDA ITEM NO. 10.

Goal H3. Affirmatively Further Fair Housing – Foster inclusive communities and remove barriers to housing for vulnerable communities including special needs populations and persons experiencing homelessness.
 Program H19. Resources for Special Needs Households
 Program H20. Housing Choice Vouchers
 Program H21. Analysis of Impediments to Fair Housing
 Program H22. Distribute Fair Housing Information
 Program H23. Fair Housing Testing
 Program H24. Homebuyer Assistance Program
 Program H25. Multilingual Outreach on Affordable Housing Opportunities  Program H26. Actions to Address Homelessness
 Program H27. Neighborhood Revitalization
 Program H28. Zoning Code Amendments for Special Needs Housing  Program H29. Farmworker Housing

FISCAL IMPACT
None.

REASON FOR RECOMMENDATION
To comply with California Housing Law and Clovis’ adopted Housing Element, staff recommends that the City Council accept the General Plan Annual Progress Report for the 2024 calendar year and authorize its submission to LCI and HCD.

ACTIONS FOLLOWING APPROVAL
Staff will submit the 2024 General Plan Annual Progress Report to the Governor’s Office of Land Use and Climate Innovation and the California Department of Housing and Community Development.

CONFLICT OF INTEREST
None.

Prepared by: Lily Cha, Senior Planner

Reviewed by: City Manager AH
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Attachment 1
RESOLUTION 25-___

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS
ACCEPTING THE 2024 GENERAL PLAN ANNUAL PROGRESS REPORT, INCLUDING

THE HOUSING ELEMENT ANNUAL PROGRESS REPORT, AND AUTHORIZING

SUBMISSION TO THE CALIFORNIA OFFICE OF PLANNING AND RESEARCH AND

DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

WHEREAS, California Government Cod e 65400 requires the City to prepare an annual report on the status of the General Plan and progress in implementing the General Plan, and the report must include a portion addressing the Housing Element program progress; and

WHEREAS, the City Council has reviewed and considered the 202 4 General Plan Annual Progress Report for the City (which is incorporated herein by this reference) during the regularly scheduled City Council meeting on March 17, 2025; and

WHEREAS, a report titled 2024 General Plan Annual Progress Report was prepared by City staff and the City’s Housing Element consultant in accordance with the requirements of Government Code section 65400, and the Report includes the necessary portion addressing the progress in implementing the Housing Element program.

NOW, THEREFORE, BE IT RESOLVED, that the City of Clovis hereby accepts the 202 4 General Plan Annual Progress Report and authorizes staff to submit the report to the California Department of Housing and Community Development and the Governor’s Office of Planning and Research as required by applicable law.

* * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on March 17, 2025, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: March 17, 2025

______________________________ ______________________________ Mayor City Clerk
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Attachment 2

GENERAL PLAN

ANNUAL PROGRESS REPORT
2024

Prepared by:

Clovis Planning Division
Department of Planning & Development Services
[email protected]
(559) 324-2335
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AGENDA ITEM NO. 10.

To Office and Planning Research,

This APR is intended to report on the status of the 2014 Clovis General Plan, including information and summaries related to any general plan amendments occurring during the year 2024, as well as the overall status of implementation of the Clovis General Plan.

The Clovis City Council considered and approved the 2024 General Plan Annual Progress Report (APR) at its regularly scheduled meeting on Monday, March 17, 2025, at 6:00 p.m. at the Clovis City Hall located at 1033 Fifth Street, Clovis, CA 93612.

This APR was prepared by the Planning Division of the Clovis Department of Planning and Development Services. For any questions or comments related to the contents of this APR, please contact Lily Cha-Haydostian, Senior Planner, at [email protected] or (559) 324-2335.

Sincerely,

Lily Cha-Haydostian
Senior Planner

P L A N N I N G & D E V E L O P M E N T
1 0 3 3 F I F T H S T R E E T • C L O V I S , C A 9 3 6 1 2 City Manager 559.324.2060 • Community Services 559.324.2095 • Engineering 559.324.2350 Finance 559.324.2130 • Fire 559.324.2200 • General Services 559.324.2060 • Personnel/Risk Management 559.324.2725 Planning & Development Services 559.324.2340 • Police 559.324.2400 • Public Utilities 559.324.2600 • TTY -711 www.cityofclovis.com
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AGENDA ITEM NO. 10.

RESOLUTION 25-___

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS
ACCEPTING THE 2024 GENERAL PLAN ANNUAL PROGRESS REPORT, INCLUDING

THE HOUSING ELEMENT ANNUAL PROGRESS REPORT, AND AUTHORIZING

SUBMISSION TO THE CALIFORNIA OFFICE OF PLANNING AND RESEARCH AND

DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

WHEREAS, California Government Code 65400 requires the City to prepare an annual report on the status of the General Plan and progress in implementing the General Plan, and the report must include a portion addressing the Housing Element program progress; and

NOW, THEREFORE, BE IT RESOLVED, that the City of Clovis City Council hereby accepts the 2024 General Plan Annual Progress Report and authorizes staff to submit the report to the California Department of Housing and Community Development and the Governor’s Office of Planning and Research as required by applicable law.

* * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on March 17, 2025, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: March 17, 2025

______________________________ ______________________________ Mayor City Clerk
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AGENDA ITEM NO. 10.

Table of Contents

Submittal Letter 1
City Council Resolution 2
Annual Progress Report
Section I - Introduction 4
Section II - General Plan Implementation Summary 4
Section III - General Plan Background 5
Section IV - General Plan Amendments 7
Section V – Housing Element and General Plan Update 9 Section VI – Major Projects Pending 10
Section VII - Housing Development Update 11
Appendix A - Housing Element Annual Progress Report 12

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2 SECTION I - INTRODUCTION
California Government Code Section 65400 requires that all jurisdictions provide the California Office of Planning and Research (OPR) and the California Department of Housing and Community Development (HCD) an Annual Progress Report (APR) outlining the status of the General Plan and progress in its implementation over the previous year’s 12-month reporting period.

The APR affords OPR the opportunity to identify trends in land use decisions and how these decisions relate to statewide planning and land -use goals. On a broader scale, these trends can also serve to inform modifications to the State’s General Plan Guidel ines, and to track progress of a jurisdiction’s General Plan implementation.

The purposes of the General Plan APR are to:

1. Provide local legislative bodies and the public with information regarding implementation of their jurisdiction’s General Plan;

2. Inform the public of the progress in meeting community goals;

3. Demonstrate how land use decisions relate to adopted goals, policies and measures of the General Plan; and

4. Provide sufficient information to identify necessary adjustments or modifications to the General Plan to improve implementation.

SECTION II - GENERAL PLAN IMPLEMENTATION SUMMARY
2024 General Plan Amendment Applications
In 2024, t he City accepted a pplications for four (4) new general plan amendments. Two applications (GPA2024-002 and GPA2024 -004) w ere processed to completion, resulting in approval. GPA2024-002 was a City of Clovis initiated application to increase the minimum permitted density from 15 units per acre to 20 units per acre. GPA2024-004 was a request to redesignate 1.73 acres from the Medium Density Residential (4.1 -7.0 dwelling units per acre) to the Medium High Density Residential (7.1 -20 dwelling units per acre) classification. The remaining two (2) applications are in process. General plan amendment applications are further described in Section IV of this APR.
2024 Progress on Comprehensive General Plan Update
The Council instructed the initiation of a review and assessment of the General Plan in 2022, marking the initial phase in considering a potential update to the plan. This process ultimately 525
AGENDA ITEM NO. 10.

3 led the Council to decide on a complete and thorough revision of the General Plan. The Comprehensive General Plan Update is further described in Section V of this APR.

Ongoing Processing of Large Projects
In 2024, progress was made on several large projects that are expected to be presented to the Planning Commission and Council in 202 5. These projects include two sphere of influence expansion projects, a specific plan, a master development plan, and several large residential tract maps. Large projects are summarized in Section VI of this APR.

SECTION III - GENERAL PLAN BACKGROUND
The 2014 Clovis General Plan (General Plan) was adopted by the Clovis City Council on August 25, 20141, along with certification of the Environmental Impact Report 2,3 (EIR). A comprehensive update to the Development Code was adopted at the same time. The General Plan includes the following elements:
• Land Use;
• Economic Development;
• Circulation;
• Housing;
• Public Facilities and Services;
• Environmental Safety;
• Open Space and Conservation; and
• Air Quality
The stated vision is “a City that is committed to the Clovis Community Family, their needs, their values, and a quality way of life for all; reflecting that commitment in how it develops and in the activities it undertakes.”

The General Plan focuses on the preservation and enhancement of the existing Clovis community while allowing the continued development of three Urban Centers to ensure the long -term viability of Clovis. The Urban Centers—key components that are carried forward from the 1993 General Plan —are unique sub -communities of Clovis that enable the City to grow while maintaining authentic, small town ch aracter and overall livability. Each Urban Center can be implemented by either a specific plan or a master developme nt plan, either of which requires coordinated land use and infrastructure planning. The three Urban Centers are Loma Vista, Northwest (renamed to Heritage Grove), and Northeast. A summary of each Urban Center is provided below.

1 City of Clovis Resolution 14-82 for the adoption of the 2014 Clovis General Plan 2 City of Clovis Resolution 14-81 for the certification of the 2014 Clovis General Plan EIR 3 2014 Clovis General Plan EIR State Clearinghouse Number 2012061069 526
AGENDA ITEM NO. 10.

4 Loma Vista Urban Center
The Loma Vista Urban Center is implemented by the Loma Vista Specific Plan , adopted by the City in 2003. This Specific Plan outlines guiding principles and a comprehensive land use plan to promote a high-quality residential community focused around two community centers, a business campus, and the Reagan Educational Center.

Northwest Urban Center (Heritage Grove)
The General Plan provides fairly specific land use planning for the Northwest Urban Center, with policies that require a comprehensive design document to provide additional development and land use guidance.

The General Plan also envisions that the comprehensive design document for the Northwest Urban Center will:

• Use San Joaquin Valley-appropriate plantings
• Capitalize on views of Owens Mountain and the Sierra Nevada • Achieve compact development patterns that integrate a variety of housing types, sizes, and densities at the neighborhood and community level
• Eliminate as feasible the use of sound walls separating neighborhoods from roads • Develop a well-connected grid system of roads
• Prohibit retail land uses within a quarter mile of any Clovis Unified School District campus

Northeast Urban Center
The General Plan provides fairly specific land use planning for the Northeast Urban Center, with policies that require a comprehensive design document to provide additional development and land use guidance.

The General Plan envisions that the comprehensive design document (such as a master plan or specific plan), for the Northeast Urban Center will:

• Create a series of urban villages that are distinct but that, taken together, contribute to a common public identity for the Northeast Urban Center
• Develop major arterials that are not on a grid pattern; rather, the major arterials flow with the land and capitalize on vistas of the Sierra Nevada and pristine local viewsheds • Provide other streets in a well-connected grid system • Connect neighborhoods, community centers, parks, schools, and commercial districts with a robust non-vehicular circulation system
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AGENDA ITEM NO. 10.

5 General Plan Focus Areas
In addition to the General Plan concentration of development patterns within the three Urban Centers, there are also fourteen (14) Focus Areas throughout the City. Focus areas are intend to the complement the General Pan land use designations and, in some cases, expand permissible uses, introduce policy requirements, augment development standards, or may call attention to a complex property.

SECTION IV - GENERAL PLAN AMENDMENTS
The following is a list of general plan amendments processed in 202 4, followed by a brief summary of each.

GPA

NUMBER PROJECT NAME PLANNING

COMMISSION
CITY

COUNCIL STATUS RESOLUTION

NUMBERS
2021-007 R-T Park “Clean UP” 6-27-24 8-19-24 Approved 24-91 2023-001 The Villages Specific Plan TBD* TBD* TBD* TBD* 2023-002 Ashlan-DeWolf Multifamily 1-25-2024 5-20-24 Approved 24-41 2023-004 Vista Ranch TBD* TBD* TBD* TBD*
2023-005 Vista Ranch TBD* TBD* TBD* TBD*
2023-006 Vista Ranch TBD* TBD* TBD* TBD*
2024-002 Multi-Family Density 5-3-24 6-17-24 Approved 24-75 2024-003 Infill Rezone Program TBD* TBD* TBD* TBD*
2024-004 Senior Apartments 7-25-24 9-3-24 Approved 24-13 2024-005 Housing Element 11-3-24 11-4-24 Approved 24-115 *TBD - To be determined - indicates the project has not yet gone for consideration, thus no action has been taken.

GPA2021-007, City of Clovis (Research & Technology [R-T] Park “Clean Up”) On August 19, 2024, the Clovis City Council approved a resolution initiating amendments to the 2014 Clovis General Plan, Zoning Map, and the Development Code to remove existing inconsistencies between these documents as they rela te to the City’s R -T Park area. This effort included a General Plan Amendment (GPA2021 -007), Rezone (R2021 -010), and Ordinance Amendment (OA2021-004). A component of the changes include d student and faculty housing in defined areas of the R-T Park associated with the California Health Sciences University (CHSU) campus.
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6 GPA2023-001, The Villages Specific Plan
General Plan Amendment 2023-01 has not yet been fully processed and therefore has not been considered by the Planning Commission or City Council at the time this report was prepared.

GPA2023-01 is a request to amend the General Plan land use diagram for several areas within a proposed 900-acre specific plan boundary. The amendment includes: the redistribution of park areas, increase commercial acreage areas, and an increase in residential density for some areas.

This general plan amendment is a part of a larger project that includes a specific plan, annexation, prezoning, residential tract map, planned development permit, and site plan review . Additional project details are included in Section VI of this report below.

GPA2023-002, Ashlan-Dewolf Multifamily
The City Council considered the application on May 20, 2024 and voted to approve the general plan amendment request. GPA2023 -002 was a request to amend the General Plan land use designation for approximately 1.62 acres of land from L (Low Density Residential - 2.1-4.0 DU/Ac) and O (Open Space) to the H (High Density Residential - 15.1-30.0 DU/Ac) designation. This general plan amendment is proposed in conjunction with a rezoning application to the maintain consistency between land use designation and zone district and is intended to facilitate a 26-unit multi-family project.

GPA2023-004, GPA2023-005, GPA2023-006, Vista Ranch Master Plan General Plan Amendments 2023-004, 2023-005, and 2023-006 have not yet been fully processed and therefore have not been considered by the Planning Commission or City Council at the time this report was prepared. These applications are associated with a larger master plan overlay project that is comprised of multiple entitlements including a sphere of influence amendment, annexation, pre-zone, and tract map. Additional project details are included in Section VI of this report below.

GPA2024-002, Multifamily Housing Density Range Modifications General Plan Amendment 2024-002 was considered and approved by the Planning Commission on May 3, 2024 and the City Council on June 17, 2024. On February 20, 2024, the City Council approved a settlement agreement in conjunction with the Martinez v. City of Clovis litigation and the agreement has since been approved by the court and a judgment has been entered . This judgment required the City to amend its R -3 zone district to increase the minimum permitted density from 15 units per acre to 20 units per acre. The previous density range was 15.1-30.0 units per acre. The modified density range was approved by the council to be 20.1-30.0 units per acre.

GPA2024-003, Infill Rezone Program
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AGENDA ITEM NO. 10.

7 General Plan Amendment 2024-003 has not yet been fully processed and therefore has not been considered by the Planning Commission or City Council at the time this report was prepared. In conjunction with the Martinez v. City of Clovis litigation, the City is required to complete an Infill Rezone Program to rezone multiple sites throughout the City to the R -3 (Multifamily High Density) or R-4 (Multifamily Very High Density) zone districts to create capacity for approximately 1,284 affordable housing units. The project will also include amendments to the general plan designation for each of the affected sites to ensure consistency between the general plan designation and the zoning classification.

GPA2024-004, Senior Apartments
General Plan Amendment 2024-004 was considered and approved by the Planning Commission on July 25, 2024 and the City Council on September 3, 2024. GPA2024 -004 was a request to redesignate 1.73 acres from the Medium Density Residential (4.1-7.0 dwelling units per acre) to the Medium High Density Residential (7.1-20 dwelling units per acre) classification. The approval of this request allowed an affordable, multi-family senior housing development.

GPA2024-005, Housing Element
General Plan Amendment 2024-005 was considered and approved by the Planning Commission on October 3, 2024 and the City Council on November 4, 2024. GPA2024 -005 approved an addendum to the City’s General Plan Environmental Impact Report, adopted the City’s Sixth Cycle Housing Element, and authorized staff to submit the Housing Element to the California Department of Housing and Community Development.

SECTION V – HOUSING ELEMENT & GENERAL PLAN UPDATE
Comprehensive General Plan Update

The City hired a planning firm (DeNovo Planning Group) in May of 2022 to perform an initial review of the current General Plan before establishing a work plan and scope for a subsequent update. The purpose of this review is to evaluate the current General Plan against new legislative requirements as well as local goals and objectives and then develop a set of options, strategies, and recommendations to inform the Council. The Planning Commission and City Council also provided feedback on key topics, issues, and local prio rities that should be addressed should a new general plan update be initiated. This information was assembled with feedback from other stakeholders and the consultant’s legislative analysis of the current General Plan.

A General Plan Update Strategy Report was presented to the Council on August 21, 2023 , at which time the Council provided direction to initiate a comprehensive update to the General Plan. City staff issued a request for proposals (RFP) to invite experienced planning firms to vie for a partnership with the City in the update of the General Plan on March 20, 2024. Following a thorough competitive selection process, staff has identified De Novo as the preferred consultant 530
AGENDA ITEM NO. 10.

8 to lead this crucial endeavor and a final scope and cost proposal have been negotiated. On September 16, 2024, the City Council approved a consultant agreement between the City and De Novo Planning Group. De Novo is dedicated to completing the entire project within a three-year timeframe. The update will be divided into three distinct phases, each lasting approximately one year, with some overlap between key tasks. A more detailed project schedule will be c reated after the project kickoff. The phases are as follows; Phase 1 - Visioning and Existing Conditions ; Phase 2 - Land Use Alternatives; and Phase 3 - General Plan and EIR.

SECTION VI – MAJOR PROJECTS PENDING
Several major projects are underway that will include or require the approval of a general plan amendment. These projects are described below along with a projected timeline for consideration by the Planning Commission and Council.

Vista Ranch Sphere of Influence - Wilson
The Vista Ranch Project is located directly northeast of the City , bounded on the north by East Behymer Avenue, on the east by Big Dry Creek Reservoir, on the south by East Shepherd and East Perrin Avenues, and on the west by North Fowler and North Sunnyside Avenues. The Project site is approximately 923 acres and include s a City of Clovis Sphere of Influence (SOI) Expansion.

Within the Project area, the Vista Ranch Master Plan area will encompass approximately 509 acres, and that area is proposed to be annexed into the City of Clovis. Project e ntitlements include a sphere of influence expansion, annexation, pre-zoning, master plan, and subdivision tract map. A general plan amendment (GPA2023-004) is proposed to amend the existing land use pattern to reflect the modified land use pattern proposed in conjunction with the master plan. GPA2023-005 is a request to modify General Plan Focus Area 13 and create Focus Area 13a.

GPA2023-006 is a request to modify the circulation element, including adding a Shepherd Avenue access. The project is projected to be presented for consid eration by the Planning Commission and City Council by the end of 2025.

The Villages Specific Plan, Annexation and Tract Map – Heritage Development Company A specific plan is proposed for an area encompassing approximately 790 acres located north of Shepherd Avenue and east of Willow Avenue. The project area is currently outside the City limits but within the City’s sphere of influence (SOI). The proposed Specific Plan would be constructed in three phases.
• Phase 1. Phase 1 would include the construction of residential, retail and commercial uses within the Specific Plan Area between East Shepherd Avenue and East Perrin Avenue. At complete buildout, Phase 1 would include the development of approximately 3,587 dwelling units, 711,167 square -feet of retail uses, and 296,458 square -feet of commercial uses built over 343 acres.
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9 • Phase 2. Phase 2 would include the construction of residential, retail and commercial uses within the Specific Plan Area between East Shepherd Avenue and East Behymer Avenue. At complete buildout, Phase 2 would include the development of approximately 1,875 dwelling units, 97,247 square -feet of retail uses, and 338,012 square -feet of commercial uses built over 280 acres.
• Phase 3. Phase 3 would include the construction of residential uses within the Specific Plan Area north of East Behymer Avenue. At complete buildout, Phase 3 would include the development of approximately 1,039 dwelling units built over 167 acres.

Entitlements included with the proposed project include a specific plan, annexation, prezoning, residential tract map, planned development permit, and site plan review. A general plan amendment is proposed to adjust the land use pattern for small portion of the total project area in conjunction with the completion of the specific plan. The general plan amendment for the Villages Specific Plan is not referenced in Section IV of this report because the formal application has not yet been filed. The project is projected to be presented to the Planning Commission and City Council for consideration by the end of 2025 or early 2026.

SECTION VII - HOUSING DEVELOPMENT UPDATE
In the 2024 reporting period, the City of Clovis issued 654 residential permits, consisting of 595 single-family homes, 15 multi-family units, and 44 accessory dwelling units (ADUs).

Appendix A - Housing Element Annual Progress Report
As a component of the General Plan Annual Progress Report, the City must provide and report on specific information relative to its Ho using E lement in a Housing Element Annual Progress Report. Utilizing a standard form provided by HCD, data is gathered and input to demonstrate the City’s progress towards housing production across affordability levels, development applications received, and updates on housing program implementation for the year 2024. The purpose of the APR is to provide the City Council and the State with the City’s progress on its Housing Element implementation and status towards meeting its allocated share of regional housing needs (RHNA). The Housing Element Annual Progress Report is included as Appendix A.

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AGENDA ITEM NO. 10.

Jurisidiction Name
Reporting Calendar Year
First Name
Last Name
Title
Click here to download APR Instructions
Email
Phone
Street Address
City
Zipcode
v_01_23_25
Click here to add rows to a table. If you add too many
rows, you may select a cell in the row you wish to
remove and type ctrl + d.
1033 Fifth Street
Clovis
93612
Lily
Cha
Senior Planner
[email protected]
5593242335
Mailing Address
Please Start Here
General Information
2024
Clovis
Contact Information
Optional: Click here to import last year's data. This is best used when the workbook is new and empty. You
will be prompted to pick an old workbook to import
from. Project and program data will be copied exactly
how it was entered in last year's form and must be
updated. If a project is no longer has any reportable
activity, you may delete the project by selecting a cell in the row and typing ctrl + d.

Annual Progress Report January 2020
Appendix A
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AGENDA ITEM NO. 10.

Jurisdiction Clovis
Reporting Year 2024
Housing Element Planning Period 6th Cycle
Current Year
Deed
Restricted 0
Non-Deed
Restricted 13
Deed
Restricted 0
Non-Deed
Restricted 13
Deed
Restricted 0
Non-Deed
Restricted 16
612
654
Units by Structure Type Entitled Permitted Completed
Single-family Attached 0 0 0
Single-family Detached 0 595 784
2 to 4 units per structure 0 3 0
5+ units per structure 0 12 305
Accessory Dwelling Unit 0 44 38
Mobile/Manufactured Home 0 0 0
Total 0 654 1127
Infill Housing Developments and Infill Units Permitted # of Projects Units 57 70
584 584
10 2,807
2,643
0 Total Housing Applications Submitted:

Number of Proposed Units in All Applications Received:

Total Housing Units Approved:

Total Housing Units Disapproved:

Total Units
Housing Applications Summary
Use of SB 423 Streamlining Provisions - Applications
Note: Units serving extremely low-income households are included in the very low-income Above Moderate
Indicated as Infill
Not Indicated as Infill
Building Permits Issued by Affordability Summary
Income Level
(Jan. 1 - Dec. 31)
12/31/2023 - 12/31/2031
Very Low
Low
Moderate
Summary
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AGENDA ITEM NO. 10.
0 0
Income Rental Ownership Total
Very Low 0 0 0
Low 0 0 0
Moderate 0 0 0
Above Moderate 0 0 0
Total 0 0 0
Streamlining Provisions Used - Permitted Units # of Projects Units SB 9 (2021) - Duplex in SF Zone 2 2
SB 9 (2021) - Residential Lot Split 4 4
AB 2011 (2022) 0 0
SB 6 (2022) 0 0
SB 423 (2023) 0 0
Ministerial and Discretionary Applications # of Units
Ministerial 0 0
Discretionary 7 2823
Density Bonus Applications and Units Permitted
Number of Applications Submitted Requesting a Density Bonus 0 Number of Units in Applications Submitted Requesting a Density Bonus 0 Number of Projects Permitted with a Density Bonus 0
Number of Units in Projects Permitted with a Density Bonus 0 Housing Element Programs Implemented and Sites Rezoned Count 29 0
Number of SB 423 Streamlining Applications
Programs Implemented
Sites Rezoned to Accommodate the RHNA
Units Constructed - SB 423 Streamlining Permits
Number of SB 423 Streamlining Applications Approved
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Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT Note: "+" indicates an optional field Reporting Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation
Planning
Period 6th Cycle 12/31/2023 - 12/31/2031
Date
Application
Submitted
Total
Approved
Units by
Project
Total
Disapproved
Units by
Project
Streamlining Application
Status Project Type Notes
2 3 4 6 7 8 9 11 12 13
Prior APN + Current APN Street Address Project Name +
Local
Jurisdiction
Tracking ID
Unit Category
(SFA,SFD,2 to
4,5+,ADU,MH)
Tenure
R=Renter
O=Owner
Date
Application
Submitted
(see
instructions)
Very Low-
Income
Deed
Restricted
Very Low-
Income
Non Deed
Restricted
Low-
Income
Deed
Restricted
Low-Income
Non Deed
Restricted
Moderate-
Income Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Total

PROPOSED
Units by
Project
Total

APPROVED
Units by
project
Total

DISAPPROVE
D Units by
Project
Please select
state
streamlining
provision/s the
application was
submitted
pursuant to.

Did the
housing
development
application
seek incentives
or concessions
pursuant to
Government
Code section
65915?
Were
incentives or
concessions
requested
pursuant to
Government
Code section
65915
approved?
Please
indicate the
status of the
application.

Is the project
considered a
ministerial
project or
discretionary
project?
Notes +
Summary Row: Start Data Entry Below 0 0 0 0 0 0 2807 2807 2643 0 557-031-37
E Shepherd Ave
& N
Temperance
Ave
Vista Ranch
GPA2023-004,
GPA2023-005,
GPA2023-006,
R2023-007,
R2023-008,
TM6438,
RO312
SFD O 3/24/2024
2,172 2172 2,172 N/A None No Pending Discretionary EIR in progress; Includes the following APNs: 557-
031-37, 557-031-35, 557-
031-3S, 557-031-05S,
557-031-23, 557-031-27,
557-031-15T, 557-031-
25, 557-031-24, 557-022-
11S, 557-012-29, 557-
012-28, 557-012-02
556-040-23 N Sunnyside
Ave & Perrin Rd Lennar TM6452 TM6452
SFD O
8/20/2024
153 153 153 None None No Approved Discretionary 0
492-080-74
135 Osmun Osmun Apts
GPA2024-004,
R2024-003,
SRP2024-021
5+ O
5/29/2024
47 47 47 None None Yes Approved Discretionary Includes the following APNs: 492-080-74, 492-
080-85, 492-080-86, 492-
080-93
554-550-43
3930 Barstow Barstow Duplex
Subdivision
R2024-009,
TM6454,
PDP2024-004,
RSPR2024-008
SRA O
1/6/2025
18 18 18 None None No Pending Discretionary 0
556-050-01 W Shepherd
Ave & N
Minnewawa Ave
Lennar TM6375
RO310, R2024-
005, PDP2024-
001, TM6375
SFD O
1/0/1900
387 387 387 None None No Approved Discretionary Includes the following APNs: 556-050-01,556-
050-35S, 556-030-10S,
556-030-12S
556-010-12
E Behymer Ave
& N Peach Ave DeYoung TM6482 RO311, R2024-
006, TM6482
SFD O
9/24/2024
266 266 266 None None No Approved Discretionary Includes the following APNs: 556-010-12, 556-
010-28, 556-010-29
491-041-10 336-346 N
Phillip
336 N Phillip SB9
Lot Split PM2024-001
SFD O
3/18/2024
2 2 0 None SB9 Residential
Lot Split
No Approved Ministerial 0
559-080-03 2939 Enterprise 2939 Enterprise
Parcel Split PM2024-003 SFD O
6/18/2024
2 2 2 None None No Approved Discretionary 0
552-173-62 2501 Ashcroft 2501 Ashcroft PM2024-007 SFD O 9/5/2024 3 3 3 None None No Approved Discretionary 0 556-030-04
Perrin Ave &
Minnewawa Ave Bonadelle TM6467 TM6467,
PDP2024-003
SFD O
7/26/2024
162 162 0 0 None No Approved Discretionary Includes the following APNs: 556-030-04, 556-
030-06, 556-030-08, 556-
030-09
499-060-21
329 W Rialto 329 W Rialto SB9
Parcel Split PM2024-008
SFD O
9/27/2024
0 0 0 None SB9 Residential
Lot Split
No Approved Ministerial SB9 Residential Lot Split;
no new units
410-361-21
162 N. Peach 162 N Peach SB9
Lot Split PM2024-009
SFD O
10/21/2024
0 0 0 None SB9 Residential
Lot Split
No Approved Ministerial SB9 Residential Lot Split;
no new units
0 0
0 Table A
Cells in grey contain auto-calculation formulas
51 Project Identifier Unit Types Proposed Units - Afford ability by Household Incomes Density Bonus Law Applications
10 Housing Development Applications Submitted
Table A - Entitlements
536
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Table A2
Streamlining Infill
Housing without
Financial Assistance or
Deed Restrictions
T e rm of
Affordability or
Deed Restriction
Notes
2 3 5 6 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Prior APN+ Current APN Street
Address Project Name +
Local
Jurisdiction
Tracking ID
Unit
Category
(SFA,SFD,2
to
4,5+,ADU,MH)
Tenure
R=Renter
O=Owner
Ve ry Low-
Income
Deed
Restricted
Ve ry Low-
Income
Non Deed
Restricted
Low-
Income
Deed
Restricted
Low-
Income
Non Deed
Restricted
Moderate-
Income
Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Entitlement
Date
Approved
# of Units
issued
Entitlements
Ve ry Low-
Income
Deed
Restricted
Ve ry Low-
Income
Non Deed
Restricted
Low-
Income
Deed
Restricted
Low-
Income
Non Deed
Restricted
Moderate-
Income
Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Building
Permits Date
Issued
# of Units Issued
Building Permits
Ve ry Low-
Income
Deed
Restricted
Ve ry Low-
Income
Non Deed
Restricted
Low-
Income
Deed
Restricted
Low-
Income
Non Deed
Restricted
Moderate-
Income
Deed
Restricted
Moderate-
Income Non
Deed
Restricted
Above
Moderate-
Income
Certificates of
Occupancy or
other forms of
readiness
(see instructions)
Date Issued
# of Units
issued
Certificates
of
Occupancy
or other
forms of
readiness
How many of
the units
were
Extremely
Low
Income?
Please select
the state
streamlining
provision the
project was

APPROVED
pursuant to.
(may select
multiple)
Infill Units?
Y/N+
Assistance
Programs for Each
Development
(may select
multiple - see
instructions)
Deed
Restriction
Type
(may select
multiple - see
instructions)
For units affordable
without financial
assistance or deed
restrictions, explain how
the locality determined
the units were affordable
(see instructions)
Term of
Affordability or
Deed Restriction
(years) (if affordable
in perpetuity enter
1000)+
Number of
Demolished/Destr
oyed Units
Demolished
or Destroyed
Units
Demolished
/Destroyed
Units
Owner or
Renter
Total Density Bonus
Applied to the Project
(Percentage Increase in
Total Allowable Units or
Total Maximum
Allowable Residential
Gross Floor Area)
Number of Other
Incentives,
Concessions,
Waivers, or Other
Modifications
Given to the
Project (Excluding
Parking Waivers
or Parking
Reductions)
List the
incentives,
concessions,
waivers, and
modifications
(Excluding
Parking
Waivers or
Parking
Modifications)
Did the project
receive a reduction
or waiver of parking
standards? (Y/N)
Notes +
Summary Row: Start Data Entry Below 0 0 0 0 0 0 0 0 0 13 0 13 0 16 612 654 0 14 0 9 0 317 787 1127 0 8 55503144 3700 Loma Vista
Pkwy 3301 Porola Plaza BD-CMBM-21-
00127 5+ R 0 0 0 0 0 0 6 0 10/8/2021 6 0 0 0 0 0 6 0 1/5/2024 6 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 4001-4004 Porola Plaza BD-CMBM-21-
01874 5+ R 0 0 0 0 0 0 6 0 2/18/2022 6 0 0 0 0 0 6 0 5/13/2024 6 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2901-2905 Porola Plaza BD-CMBM-21-
02183 5+ R 0 0 0 0 0 0 5 0 4/21/2022 5 0 0 0 0 0 5 0 6/18/2024 5 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2401-2409 Porola Plaza BD-CMBM-21-
04685 5+ R 0 0 0 0 0 0 9 0 12/8/2021 9 0 0 0 0 0 9 0 4/22/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2501-2509 Porola Plaza BD-CMBM-21-
04686 5+ R 0 0 0 0 0 0 9 0 12/8/2021 9 0 0 0 0 0 9 0 5/9/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2601-2609 Porola Plaza BD-CMBM-21-
04687 5+ R 0 0 0 0 0 0 9 0 12/8/2021 9 0 0 0 0 0 9 0 5/9/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2701-2709 Porola Plaza BD-CMBM-21-
04689 5+ R 0 0 0 0 0 0 9 0 12/8/2021 9 0 0 0 0 0 9 0 5/22/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 2801-2809 Porola Plaza BD-CMBM-21-
04690 5+ R 0 0 0 0 0 0 9 0 4/21/2022 9 0 0 0 0 0 9 0 6/10/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 3101-3109 Porola Plaza BD-CMBM-21-
04691 5+ R 0 0 0 0 0 0 9 0 11/16/2021 9 0 0 0 0 0 9 0 3/29/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 3201-3209 Porola Plaza BD-CMBM-21-
04696 5+ R 0 0 0 0 0 0 9 0 11/16/2021 9 0 0 0 0 0 9 0 3/26/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 3801-3809 Porola Plaza BD-CMBM-21-
04697 5+ R 0 0 0 0 0 0 9 0 11/22/2021 9 0 0 0 0 0 9 0 2/23/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 3701-3709 Porola Plaza BD-CMBM-21-
04698 5+ R 0 0 0 0 0 0 9 0 11/22/2021 9 0 0 0 0 0 9 0 3/13/2024 9 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050 3798 Ashlan Ave
1003 Creekside Village BD-CMBM-21-
04971 5+ R 0 0 0 0 0 0 1 0 6/17/2022 1 0 0 0 0 0 1 0 2/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1005-1008 2005-
2008
Creekside Village BD-CMBM-21-
04972 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 2/27/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1009-1012 2009-
2012
Creekside Village BD-CMBM-21-
04973 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 2/29/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1013-1016 2013-
2016
Creekside Village BD-CMBM-21-
04974 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 2/29/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1017-1020 2017-
2020
Creekside Village BD-CMBM-21-
04976 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 3/1/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1021-1024 2021-
2024
Creekside Village BD-CMBM-21-
04977 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 3/4/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1025-1028 2025-
2028
Creekside Village BD-CMBM-21-
04978 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 3/11/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050 3798 Ashlan Ave
2031 Creekside Village BD-CMBM-21-
04979 5+ R 0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 3/14/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1033-1036 2033-
2036
Creekside Village BD-CMBM-21-
04980 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 4/25/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1037-1040 2037-
2040
Creekside Village BD-CMBM-21-
04981 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 4/29/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1041-1044 2041-
2044
Creekside Village BD-CMBM-21-
04982 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 4/29/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1045-1048 2045-
2048
Creekside Village BD-CMBM-21-
04983 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 5/20/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1049-1052 2049-
2052
Creekside Village BD-CMBM-21-
04984 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 5/21/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050 3798 Ashlan Ave
2054 Creekside Village BD-CMBM-21-
04998 5+ R 0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/5/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1057-1060 2057-
2060
Creekside Village BD-CMBM-21-
05000 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/5/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1061-1064 2061-
2064
Creekside Village BD-CMBM-21-
05001 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1065-1068 2065-
2068
Creekside Village BD-CMBM-21-
05002 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1069-1072 2069-
2072
Creekside Village BD-CMBM-21-
05003 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1073-1076 2073-
2076
Creekside Village BD-CMBM-21-
05004 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1077-1080 2077-
2080
Creekside Village BD-CMBM-21-
05005 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1081-1084 2081-
2084
Creekside Village BD-CMBM-21-
05008 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1085-1088 2085-
2088
Creekside Village BD-CMBM-21-
05009 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1089-1092 2089-
2092
Creekside Village BD-CMBM-21-
05010 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1093-1096 2093-
2096
Creekside Village BD-CMBM-21-
05011 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/17/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1097-1100 2097-
2100
Creekside Village BD-CMBM-21-
05012 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/18/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 31030050
3798 Ashlan Ave
1105-1108 2105-
2108
Creekside Village BD-CMBM-21-
05014 5+ R
0 0 0 0 0 0 8 0 6/17/2022 8 0 0 0 0 0 8 0 6/24/2024 8 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 55503144 3700 Loma Vista
Pkwy 4101-4106 Porola Plaza BD-CMBM-22-
02408 5+ R 0 0 0 0 0 0 6 0 6/30/2022 6 0 0 0 0 0 6 0 6/28/2024 6 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 0 56314235 1491 Alluvial Ave BD-CMBM-24-
00244 5+ R 0 0 0 0 0 0 0 12 5/23/2024 12 0 0 NONE Y 0 0 0 0 1 Demolished O 0 0 0 0 0 49214501 206 Sunnyside
Ave B
BD-CMBR-21-
03367 ADU R 0 0 0 0 1 0 0 0 12/28/2022 1 0 0 0 1 0 0 0 9/20/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49117409 1599 Bullard Ave
B
BD-CMBR-21-
05216 ADU R 0 0 0 0 1 0 0 0 4/8/2022 1 0 0 0 1 0 0 0 1/10/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
5590504139 2919 Teague Ave BD-CMBR-21-
05349 SFD O 0 0 0 0 0 0 0 1 12/22/2021 1 0 0 0 0 0 0 1 5/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5590504140 2929 Teague Ave BD-CMBR-21-
05350 SFD O 0 0 0 0 0 0 0 1 12/22/2021 1 0 0 0 0 0 0 1 3/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5590504142 2949 Teague Ave BD-CMBR-21-
05357 SFD O 0 0 0 0 0 0 0 1 12/22/2021 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5590504101 1654 N
Greenfield Ave
BD-CMBR-22-
00251 SFD O 0 0 0 0 0 0 0 1 2/17/2022 1 0 0 0 0 0 0 1 3/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S16 4124 Lansing Ave BD-CMBR-22-
00797 SFD O 0 0 0 0 0 0 0 1 3/18/2022 1 0 0 0 0 0 0 1 1/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5590504104 1684 N
Greenfield Ave
BD-CMBR-22-
00936 SFD O 0 0 0 0 0 0 0 1 3/24/2022 1 0 0 0 0 0 0 1 3/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5590504102 1664 N
Greenfield Ave
BD-CMBR-22-
00938 SFD O 0 0 0 0 0 0 0 1 3/24/2022 1 0 0 0 0 0 0 1 2/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55609029 2090 N Perry Ln BD-CMBR-22-
01006 SFD O
0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 2/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 726; SFD
assumed to be Above
Moderate
55609030 2080 N Perry Ln BD-CMBR-22-
01007 SFD O
0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 1/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 725; SFD
assumed to be Above
Moderate
56408017 1166 N Holly Ave BD-CMBR-22-
01408 SFD O 0 0 0 0 0 0 0 1 4/20/2022 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49133021 24 N Lind Ave B BD-CMBR-22-
01760 ADU R 0 0 1 0 0 0 0 0 9/16/2022 1 0 1 0 0 0 0 0 1/16/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55855013 3210 Loyola Ave BD-CMBR-22-
02296 SFD O
0 0 0 0 0 0 0 1 6/7/2022 1 0 0 0 0 0 0 1 1/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 171; SFD
assumed to be Above
Moderate
56010008 1783 N Bush Ave BD-CMBR-22-
03783 ADU R 0 0 0 0 0 0 1 0 2/14/2023 1 0 0 0 0 0 1 0 3/5/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49718222 403 Beverly Dr B BD-CMBR-22-
04418 ADU R 0 0 0 0 0 0 1 0 12/13/2022 1 0 0 0 0 0 1 0 6/4/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49118416 1729 Bullard Ave
B
BD-CMBR-22-
04420 ADU R 0 0 0 0 0 0 0 1 1/10/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49118422 1743 Bullard Ave
B
BD-CMBR-22-
04422 ADU R 0 0 0 0 0 0 0 1 1/10/2023 1 0 0 0 0 0 0 1 12/30/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
5560504166 2220 N Eddy Ave BD-CMBR-22-
05041 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504181 2283 N Argyle Ave BD-CMBR-22-
05043 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504172 2211 N Argyle Ave BD-CMBR-22-
05044 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504170 1076 Windmill
Ave
BD-CMBR-22-
05046 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504173 2219 N Argyle Ave BD-CMBR-22-
05047 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504163 2280 N Eddy Ave BD-CMBR-22-
05049 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504167 2200 N Eddy Ave BD-CMBR-22-
05052 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504176 2243 N Argyle Ave BD-CMBR-22-
05055 SFD O 0 0 0 0 0 0 0 1 6/20/2023 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55617218S 1216 Windmill
Ave
BD-CMBR-22-
05059 SFD O
0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 539; SFD
assumed to be Above
Moderate
55605042045 2232 N Russell
Ave
BD-CMBR-22-
05063 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042058 2203 N Duke Ave BD-CMBR-22-
05064 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042062 2235 N Duke Ave BD-CMBR-22-
05065 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042052 1256 Windmill
Ave
BD-CMBR-22-
05068 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55617407S 1346 Windmill
Ave
BD-CMBR-22-
05081 SFD O
0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 532; SFD
assumed to be Above
Moderate
55605042041 2264 N Russell
Ave
BD-CMBR-22-
05095 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042067 2275 N Duke Ave BD-CMBR-22-
05096 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042038 2288 N Russell
Ave
BD-CMBR-22-
05097 SFD O 0 0 0 0 0 0 0 1 4/13/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042044 2240 N Russell
Ave
BD-CMBR-22-
05098 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042064 2251 N Duke Ave BD-CMBR-22-
05099 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042039 2280 N Russell
Ave
BD-CMBR-22-
05100 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042048 2208 N Russell
Ave
BD-CMBR-22-
05101 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042055 1326 Windmill
Ave
BD-CMBR-22-
05102 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042060 2219 N Duke Ave BD-CMBR-22-
05103 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041137 1052 Springtime
Ave
BD-CMBR-22-
05104 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041136 1046 Springtime
Ave
BD-CMBR-22-
05105 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504164 2260 N Eddy Ave BD-CMBR-22-
05106 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504175 2235 N Argyle Ave BD-CMBR-22-
05107 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504169 1066 Windmill
Ave
BD-CMBR-22-
05108 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504182 2291 N Argyle Ave BD-CMBR-22-
05109 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504168 1056 Windmill
Ave
BD-CMBR-22-
05110 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504165 2240 N Eddy Ave BD-CMBR-22-
05111 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504171 2203 N Argyle Ave BD-CMBR-22-
05112 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504174 2227 N Argyle Ave BD-CMBR-22-
05113 SFD O 0 0 0 0 0 0 0 1 6/20/2023 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504177 2251 N Argyle Ave BD-CMBR-22-
05114 SFD O 0 0 0 0 0 0 0 1 6/20/2023 1 0 0 0 0 0 0 1 11/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504185 2375 N Argyle Ave BD-CMBR-22-
05116 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041169 1030 Fruitwood
Ave
BD-CMBR-22-
05117 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041175 1066 Fruitwood
Ave
BD-CMBR-22-
05118 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504191 1055 Fruitwood
Ave
BD-CMBR-22-
05119 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504197 1019 Fruitwood
Ave
BD-CMBR-22-
05120 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041104 2364 N Phillip Ave BD-CMBR-22-
05121 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 12/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041148 1016 Plum Tree
Ave
BD-CMBR-22-
05122 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504188 1073 Fruitwood
Ave
BD-CMBR-22-
05123 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504195 1031 Fruitwood
Ave
BD-CMBR-22-
05124 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 10/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041100 2396 N Phillip Ave BD-CMBR-22-
05127 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041164 1021 Plum Tree
Ave
BD-CMBR-22-
05129 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 12/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504189 1067 Fruitwood
Ave
BD-CMBR-22-
05131 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504196 1025 Fruitwood
Ave
BD-CMBR-22-
05134 SFD O 0 0 0 0 0 0 0 1 6/15/2023 1 0 0 0 0 0 0 1 10/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041165 1015 Plum Tree
Ave
BD-CMBR-22-
05136 SFD O 0 0 0 0 0 0 0 1 6/15/2023 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504184 2345 N Argyle Ave BD-CMBR-22-
05145 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504199 1007 Fruitwood
Ave
BD-CMBR-22-
05149 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041139 1053 Springtime
Ave
BD-CMBR-22-
05151 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942203 4232
Buckingham Ave
BD-CMBR-22-
05152 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041177 1078 Fruitwood
Ave
BD-CMBR-22-
05153 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504186 1085 Fruitwood
Ave
BD-CMBR-22-
05154 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504193 1043 Fruitwood
Ave
BD-CMBR-22-
05155 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 227 W Sierra Ave BD-CMBR-22-
05161 SFD O 0 0 0 0 0 0 0 1 3/29/2023 1 0 0 0 0 0 0 1 8/23/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
Note: "+" indicates an optional field
Housing with Financial Assistance
and/or Deed Restrictions Demolished/Destroyed UnitsProject Identifier Annual Building Activity Report Summary - New Construction, Entitled, Permits and Completed Units Density Bonus
1 Unit Types Affordability by Household Incomes - Completed Entitlement Affordability by Household Incomes - Building Permits Affordability by Household Incomes - Certificates of Occupancy 4 7 10
Table A2 - Building Activity
537
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
55605041102 2380 N Phillip Ave BD-CMBR-22-
05162 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041105 2356 N Phillip Ave BD-CMBR-22-
05163 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 227 W Sierra Ave
B
BD-CMBR-22-
05164 ADU R 0 0 0 0 1 0 0 0 3/29/2023 1 0 0 0 1 0 0 0 8/23/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55605041147 1010 Plum Tree
Ave
BD-CMBR-22-
05165 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041167 1018 Fruitwood
Ave
BD-CMBR-22-
05166 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 227 W Sierra Ave
C
BD-CMBR-22-
05167 ADU R 0 0 0 0 0 0 1 0 3/29/2023 1 0 0 0 0 0 1 0 8/23/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55605041173 1054 Fruitwood
Ave
BD-CMBR-22-
05168 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504192 1049 Fruitwood
Ave
BD-CMBR-22-
05169 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 237 W Sierra Ave BD-CMBR-22-
05170 SFD O 0 0 0 0 0 0 0 1 3/29/2023 1 0 0 0 0 0 0 1 3/28/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041103 2372 N Phillip Ave BD-CMBR-22-
05171 SFD O 0 0 0 0 0 0 0 1 6/15/2023 1 0 0 0 0 0 0 1 12/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 237 Sierra Ave B BD-CMBR-22-
05172 ADU R 0 0 0 0 0 0 1 0 3/29/2023 1 0 0 0 0 0 1 0 3/28/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55605041149 1022 Plum Tree
Ave
BD-CMBR-22-
05173 SFD O 0 0 0 0 0 0 0 1 6/15/2023 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49106171 237 Sierra Ave C BD-CMBR-22-
05174 ADU R 0 0 0 0 0 0 1 0 3/29/2023 1 0 0 0 0 0 1 0 3/28/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55605041168 1024 Fruitwood
Ave
BD-CMBR-22-
05175 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041176 1072 Fruitwood
Ave
BD-CMBR-22-
05176 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504187 1079 Fruitwood
Ave
BD-CMBR-22-
05177 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504194 1037 Fruitwood
Ave
BD-CMBR-22-
05178 SFD O 0 0 0 0 0 0 0 1 6/15/2023 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041101 2388 N Phillip Ave BD-CMBR-22-
05180 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 12/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041174 1060 Fruitwood
Ave
BD-CMBR-22-
05181 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504183 2315 N Argyle Ave BD-CMBR-22-
05183 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504190 1061 Fruitwood
Ave
BD-CMBR-22-
05184 SFD O 0 0 0 0 0 0 0 1 5/25/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504178 2259 N Argyle Ave BD-CMBR-22-
05185 SFD O 0 0 0 0 0 0 0 1 6/20/2023 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
5560504198 1013 Fruitwood
Ave
BD-CMBR-22-
05186 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041138 1059 Springtime
Ave
BD-CMBR-22-
05187 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041166 1009 Plum Tree
Ave
BD-CMBR-22-
05189 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041170 1036 Fruitwood
Ave
BD-CMBR-22-
05190 SFD O 0 0 0 0 0 0 0 1 6/19/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124310S 4280 San Gabriel
Ave
BD-CMBR-22-
05196 SFD O 0 0 0 0 0 0 0 1 5/25/2023 1 0 0 0 0 0 0 1 1/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124213S 4341 San Gabriel
Ave
BD-CMBR-22-
05197 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 2/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124403S 2649 La Mirada
Ave
BD-CMBR-22-
05198 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 4/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042094 2233 N Russell
Ave
BD-CMBR-22-
05202 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124209S 4301 San Gabriel
Ave
BD-CMBR-22-
05204 SFD O 0 0 0 0 0 0 0 1 5/25/2023 1 0 0 0 0 0 0 1 1/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124306S 4320 San Gabriel
Ave
BD-CMBR-22-
05205 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 2/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124302S 4360 San Gabriel
Ave
BD-CMBR-22-
05207 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 3/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49137002 18 N Villa Ave BD-CMBR-22-
05214 SFD O 0 0 0 0 0 0 0 1 2/7/2023 1 0 0 0 0 0 0 1 3/7/2024 1 0 NONE Y 0 0 0 0 1 Demolished O 0 0 0 0 SFD assumed to be Above Moderate
49137002 18 N Villa Ave B BD-CMBR-22-
05215 ADU R 0 0 0 0 0 0 1 0 2/7/2023 1 0 0 0 0 0 1 0 3/1/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49137002 18 N Villa Ave C BD-CMBR-22-
05216 ADU R 0 0 0 0 0 0 1 0 2/7/2023 1 0 0 0 0 0 1 0 3/1/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49137001 22 N Villa Ave BD-CMBR-22-
05217 SFD O 0 0 0 0 0 0 0 1 2/7/2023 1 0 0 0 0 0 0 1 3/7/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49137001 22 N Villa Ave B BD-CMBR-22-
05218 ADU R 0 0 0 0 0 0 1 0 2/7/2023 1 0 0 0 0 0 1 0 3/1/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49137001 22 N Villa Ave C BD-CMBR-22-
05219 ADU R 0 0 0 0 0 0 1 0 2/7/2023 1 0 0 0 0 0 1 0 3/1/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
57124208S 4291 San Gabriel
Ave
BD-CMBR-22-
05221 SFD O 0 0 0 0 0 0 0 1 5/25/2023 1 0 0 0 0 0 0 1 1/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124307S 4310 San Gabriel
Ave
BD-CMBR-22-
05222 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124212S 4331 San Gabriel
Ave
BD-CMBR-22-
05226 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124303S 4350 San Gabriel
Ave
BD-CMBR-22-
05227 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 3/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124404S 2669 La Mirada
Ave
BD-CMBR-22-
05228 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943302S 1542 Richmond
Ave
BD-CMBR-22-
05232 SFD O
0 0 0 0 0 0 0 1 4/18/2023 1 0 0 0 0 0 0 1 1/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 292; SFD
assumed to be Above
Moderate
57124305S 4330 San Gabriel
Ave
BD-CMBR-22-
05233 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 3/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124216S 4371 San Gabriel
Ave
BD-CMBR-22-
05234 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 4/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124207S 4281 San Gabriel
Ave
BD-CMBR-22-
05239 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 1/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124210S 4311 San Gabriel
Ave
BD-CMBR-22-
05241 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943306S 1508 N Stanford
Ave
BD-CMBR-22-
05243 SFD O
0 0 0 0 0 0 0 1 11/3/2023 1 0 0 0 0 0 0 1 7/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 278; SFD
assumed to be Above
Moderate
57124405S 2689 La Mirada
Ave
BD-CMBR-22-
05244 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124308S 4300 San Gabriel
Ave
BD-CMBR-22-
05248 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124214S 4351 San Gabriel
Ave
BD-CMBR-22-
05250 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 3/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124301S 4370 San Gabriel
Ave
BD-CMBR-22-
05251 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 4/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124401S 2609 La Mirada
Ave
BD-CMBR-22-
05252 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 4/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124215S 4361 San Gabriel
Ave
BD-CMBR-22-
05256 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 3/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124304S 4340 San Gabriel
Ave
BD-CMBR-22-
05257 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 3/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124309S 4290 San Gabriel
Ave
BD-CMBR-22-
05261 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124211S 4321 San Gabriel
Ave
BD-CMBR-22-
05262 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 2/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124402S 2629 La Mirada
Ave
BD-CMBR-22-
05263 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 4/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042005 1217 Fruitwood
Ave
BD-CMBR-22-
05264 SFD O 0 0 0 0 0 0 0 1 4/24/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042074 2258 N Duke Ave BD-CMBR-22-
05265 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042077 1319 Summerset
Ave
BD-CMBR-22-
05266 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042082 2220 N Duke Ave BD-CMBR-22-
05267 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042095 1234 Summerset
Ave
BD-CMBR-22-
05268 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042087 1305 Windmill
Ave
BD-CMBR-22-
05269 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042009 1257 Fruitwood
Ave
BD-CMBR-22-
05270 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042033 2273 N Russell
Ave
BD-CMBR-22-
05271 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042027 2274 N Elm Ave BD-CMBR-22-
05272 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042070 1318 Springtime
Ave
BD-CMBR-22-
05273 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042101 1328 Summerset
Ave
BD-CMBR-22-
05274 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55611001 2041 N Rogers
Ln
BD-CMBR-22-
05276 SFD O
0 0 0 0 0 0 0 1 5/9/2023 1 0 0 0 0 0 0 1 1/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 841; SFD
assumed to be Above
Moderate
55611002 2045 N Rogers
Ln
BD-CMBR-22-
05277 SFD O
0 0 0 0 0 0 0 1 5/9/2023 1 0 0 0 0 0 0 1 1/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 808; SFD
assumed to be Above
Moderate
55611003 2049 N Rogers
Ln
BD-CMBR-22-
05278 SFD O
0 0 0 0 0 0 0 1 5/9/2023 1 0 0 0 0 0 0 1 1/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 816; SFD
assumed to be Above
Moderate
55611004 2053 N Rogers
Ln
BD-CMBR-22-
05279 SFD O
0 0 0 0 0 0 0 1 5/9/2023 1 0 0 0 0 0 0 1 1/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 824; SFD
assumed to be Above
Moderate
55611005 2057 N Rogers
Ln
BD-CMBR-22-
05280 SFD O
0 0 0 0 0 0 0 1 5/9/2023 1 0 0 0 0 0 0 1 1/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 834; SFD
assumed to be Above
Moderate
55943201S 1578 Teague Ave BD-CMBR-22-
05299 SFD O
0 0 0 0 0 0 0 1 11/3/2023 1 0 0 0 0 0 0 1 5/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 303; SFD
assumed to be Above
Moderate
55605042093 2225 N Russell
Ave
BD-CMBR-22-
05302 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042084 1329 Windmill
Ave
BD-CMBR-22-
05307 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042012 1287 Fruitwood
Ave
BD-CMBR-22-
05310 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042034 2281 N Russell
Ave
BD-CMBR-22-
05311 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042026 2282 N Elm Ave BD-CMBR-22-
05312 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042069 1310 Springtime
Ave
BD-CMBR-22-
05313 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042100 1320 Summerset
Ave
BD-CMBR-22-
05315 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042085 1321 Windmill
Ave
BD-CMBR-22-
05317 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042088 1271 Windmill
Ave
BD-CMBR-22-
05318 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042008 1247 Fruitwood
Ave
BD-CMBR-22-
05319 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042031 2257 N Russell
Ave
BD-CMBR-22-
05322 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042078 1311 Summerset
Ave
BD-CMBR-22-
05324 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942417 3270 La Mirada
Ave
BD-CMBR-22-
05325 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042090 1235 Windmill
Ave
BD-CMBR-22-
05326 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042025 2290 N Elm Ave BD-CMBR-22-
05329 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042072 2272 N Duke Ave BD-CMBR-22-
05330 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042080 2236 N Duke Ave BD-CMBR-22-
05331 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042089 1253 Windmill
Ave
BD-CMBR-22-
05332 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042006 1227 Fruitwood
Ave
BD-CMBR-22-
05333 SFD O 0 0 0 0 0 0 0 1 4/24/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042036 2297 N Russell
Ave
BD-CMBR-22-
05335 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042028 2266 N Elm Ave BD-CMBR-22-
05337 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042079 1303 Summerset
Ave
BD-CMBR-22-
05339 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042099 1312 Summerset
Ave
BD-CMBR-22-
05340 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 12/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042091 2209 N Russell
Ave
BD-CMBR-22-
05342 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042010 1267 Fruitwood
Ave
BD-CMBR-22-
05343 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042076 1327 Summerset
Ave
BD-CMBR-22-
05345 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042097 1270 Summerset
Ave
BD-CMBR-22-
05346 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042004 1207 Fruitwood
Ave
BD-CMBR-22-
05347 SFD O 0 0 0 0 0 0 0 1 4/24/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042035 2289 N Russell
Ave
BD-CMBR-22-
05348 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042030 2250 N Elm Ave BD-CMBR-22-
05350 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042068 1302 Springtime
Ave
BD-CMBR-22-
05351 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S03 4141 Flint AVE BD-CMBR-22-
05353 SFD O 0 0 0 0 0 0 0 1 12/30/2022 1 0 0 0 0 0 0 1 3/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042083 2212 N Duke Ave BD-CMBR-22-
05355 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042007 1237 Fruitwood
Ave
BD-CMBR-22-
05357 SFD O 0 0 0 0 0 0 0 1 4/24/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042032 2265 N Russell
Ave
BD-CMBR-22-
05359 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042029 2258 N Elm Ave BD-CMBR-22-
05361 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042071 1326 Springtime
Ave
BD-CMBR-22-
05362 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042092 2217 N Russell
Ave
BD-CMBR-22-
05363 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042011 1277 Fruitwood
Ave
BD-CMBR-22-
05364 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042073 2266 N Duke Ave BD-CMBR-22-
05366 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042081 2228 N Duke Ave BD-CMBR-22-
05368 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042098 1304 Summerset
Ave
BD-CMBR-22-
05370 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042086 1313 Windmill
Ave
BD-CMBR-22-
05371 SFD O 0 0 0 0 0 0 0 1 6/13/2023 1 0 0 0 0 0 0 1 12/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042046 2224 N Russell
Ave
BD-CMBR-22-
05372 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042042 2256 N Russell
Ave
BD-CMBR-22-
05373 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042053 1276 Windmill
Ave
BD-CMBR-22-
05374 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042061 2227 N Duke Ave BD-CMBR-22-
05376 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042037 2296 N Russell
Ave
BD-CMBR-22-
05377 SFD O 0 0 0 0 0 0 0 1 4/13/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042051 1236 Windmill
Ave
BD-CMBR-22-
05379 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042057 1366 Windmill
Ave
BD-CMBR-22-
05380 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943414 3320 La Mirada
Ave
BD-CMBR-22-
05381 SFD O 0 0 0 0 0 0 0 1 6/20/2023 1 0 0 0 0 0 0 1 5/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042065 2259 N Duke Ave BD-CMBR-22-
05382 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042063 2243 N Duke Ave BD-CMBR-22-
05383 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042040 2272 N Russell
Ave
BD-CMBR-22-
05385 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042047 2216 N Russell
Ave
BD-CMBR-22-
05401 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042059 2211 N Duke Ave BD-CMBR-22-
05402 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042043 2248 N Russell
Ave
BD-CMBR-22-
05403 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55617217S 1206 Windmill
Ave
BD-CMBR-22-
05404 SFD O
0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 540; SFD
assumed to be Above
Moderate
538
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
30942210 4288
Buckingham Ave
BD-CMBR-22-
05408 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042054 1306 Windmill
Ave
BD-CMBR-22-
05410 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942109 4263
Buckingham Ave
BD-CMBR-22-
05411 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942205 4248
Buckingham Ave
BD-CMBR-22-
05412 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942114 4223
Buckingham Ave
BD-CMBR-22-
05413 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042066 2267 N Duke Ave BD-CMBR-22-
05414 SFD O 0 0 0 0 0 0 0 1 6/8/2023 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605041171 1042 Fruitwood
Ave
BD-CMBR-22-
05415 SFD O 0 0 0 0 0 0 0 1 6/16/2023 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942118 3210 Frontera Ave BD-CMBR-22-
05416 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 6/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942126 3290 Frontera Ave BD-CMBR-22-
05417 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942211 4217 Hampton
Way
BD-CMBR-22-
05418 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942306 4258 Hampton
Way
BD-CMBR-22-
05419 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942107 4279
Buckingham Ave
BD-CMBR-22-
05420 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 4/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942208 4272
Buckingham Ave
BD-CMBR-22-
05422 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 4/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942112 4239
Buckingham Ave
BD-CMBR-22-
05423 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942201 4216
Buckingham Ave
BD-CMBR-22-
05424 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 6/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942123 3260 Frontera Ave BD-CMBR-22-
05427 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942303 4234 Hampton
Way
BD-CMBR-22-
05428 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 7/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942214 4241 Hampton
Way
BD-CMBR-22-
05429 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942217 4265 Hampton
Way
BD-CMBR-22-
05431 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042002 2338 N Russell
Ave
BD-CMBR-22-
05432 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942108 4271
Buckingham Ave
BD-CMBR-22-
05433 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 4/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942111 4247
Buckingham Ave
BD-CMBR-22-
05434 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942202 4224
Buckingham Ave
BD-CMBR-22-
05435 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 6/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942122 3250 Frontera Ave BD-CMBR-22-
05437 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 6/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942124 3270 Frontera Ave BD-CMBR-22-
05438 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942302 4226 Hampton
Way
BD-CMBR-22-
05439 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 7/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942216 4257 Hampton
Way
BD-CMBR-22-
05440 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042017 1228 Fruitwood
Ave
BD-CMBR-22-
05441 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942209 4280
Buckingham Ave
BD-CMBR-22-
05442 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942206 4256
Buckingham Ave
BD-CMBR-22-
05443 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942116 4207
Buckingham Ave
BD-CMBR-22-
05444 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 6/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942119 3220 Frontera Ave BD-CMBR-22-
05445 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 6/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942213 4233 Hampton
Way
BD-CMBR-22-
05446 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042014 1258 Fruitwood
Ave
BD-CMBR-22-
05447 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942305 4250 Hampton
Way
BD-CMBR-22-
05448 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942218 4273 Hampton
Way
BD-CMBR-22-
05449 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942106 4287
Buckingham Ave
BD-CMBR-22-
05450 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 5/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942207 4264
Buckingham Ave
BD-CMBR-22-
05451 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942113 4231
Buckingham Ave
BD-CMBR-22-
05452 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942121 3240 Frontera Ave BD-CMBR-22-
05453 SFD O 0 0 0 0 0 0 0 1 5/25/2023 1 0 0 0 0 0 0 1 6/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042020 1229 Plum Tree
Ave
BD-CMBR-22-
05454 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942215 4249 Hampton
Way
BD-CMBR-22-
05455 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942304 4242 Hampton
Way
BD-CMBR-22-
05456 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942110 4255
Buckingham Ave
BD-CMBR-22-
05457 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942204 4240
Buckingham Ave
BD-CMBR-22-
05458 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942115 4215
Buckingham Ave
BD-CMBR-22-
05459 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 6/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942117 3200 Frontera Ave BD-CMBR-22-
05460 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 6/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942125 3280 Frontera Ave BD-CMBR-22-
05461 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942212 4225 Hampton
Way
BD-CMBR-22-
05462 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942301 4218 Hampton
Way
BD-CMBR-22-
05463 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 7/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042022 1249 Plum Tree
Ave
BD-CMBR-22-
05467 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042013 1268 Fruitwood
Ave
BD-CMBR-22-
05468 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042019 1219 Plum Tree
Ave
BD-CMBR-22-
05469 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042003 2368 N Russell
Ave
BD-CMBR-22-
05470 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042016 1238 Fruitwood
Ave
BD-CMBR-22-
05471 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042023 1259 Plum Tree
Ave
BD-CMBR-22-
05473 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042015 1248 Fruitwood
Ave
BD-CMBR-22-
05474 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042024 1269 Plum Tree
Ave
BD-CMBR-22-
05476 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042001 2308 N Russell
Ave
BD-CMBR-22-
05478 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042018 1218 Fruitwood
Ave
BD-CMBR-22-
05479 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042021 1239 Plum Tree
Ave
BD-CMBR-22-
05481 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942507 3271 La Mirada
Ave
BD-CMBR-22-
05491 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944206 3351 La Mirada
Ave
BD-CMBR-22-
05494 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 5/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943107S 1484 N Purdue
Ave
BD-CMBR-22-
05495 SFD O
0 0 0 0 0 0 0 1 12/20/2023 1 0 0 0 0 0 0 1 6/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 289; SFD
assumed to be Above
Moderate
30944103 4423 Mecca Ave BD-CMBR-22-
05496 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944226 4446 Mecca Ave BD-CMBR-22-
05497 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 8/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943411 3350 La Mirada
Ave
BD-CMBR-22-
05498 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 5/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944231 4416 Mecca Ave BD-CMBR-22-
05499 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942414 3250 La Mirada
Ave
BD-CMBR-22-
05500 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 4/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944203 3321 La Mirada
Ave
BD-CMBR-22-
05501 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943408 4337 Sussex Ave BD-CMBR-22-
05502 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944228 4434 Mecca Ave BD-CMBR-22-
05503 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 7/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944106 4441 Mecca Ave BD-CMBR-22-
05504 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943412 3340 La Mirada
Ave
BD-CMBR-22-
05505 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944105 4435 Mecca Ave BD-CMBR-22-
05506 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55610072 2002 N Perry Ln BD-CMBR-22-
05509 SFD O
0 0 0 0 0 0 0 1 5/22/2023 1 0 0 0 0 0 0 1 1/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 717; SFD
assumed to be Above
Moderate
55610073 2008 N Perry Ln BD-CMBR-22-
05510 SFD O
0 0 0 0 0 0 0 1 5/22/2023 1 0 0 0 0 0 0 1 1/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 718; SFD
assumed to be Above
Moderate
55610074 2014 N Perry Ln BD-CMBR-22-
05511 SFD O
0 0 0 0 0 0 0 1 5/22/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 719; SFD
assumed to be Above
Moderate
55610075 2020 N Perry Ln BD-CMBR-22-
05512 SFD O
0 0 0 0 0 0 0 1 5/22/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 720; SFD
assumed to be Above
Moderate
55610076 2026 N Perry Ln BD-CMBR-22-
05513 SFD O
0 0 0 0 0 0 0 1 5/22/2023 1 0 0 0 0 0 0 1 2/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 721; SFD
assumed to be Above
Moderate
30944225 4452 Mecca Ave BD-CMBR-22-
05517 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 8/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942508 3281 La Mirada
Ave
BD-CMBR-22-
05518 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 4/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942418 3290 La Mirada
Ave
BD-CMBR-22-
05519 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944202 3311 La Mirada
Ave
BD-CMBR-22-
05521 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944233 3322 Amistad Ave BD-CMBR-22-
05523 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942506 3261 La Mirada
Ave
BD-CMBR-22-
05524 SFD O 0 0 0 0 0 0 0 1 4/21/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55605042096 1252 Summerset
Ave
BD-CMBR-22-
05525 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943415 3310 La Mirada
Ave
BD-CMBR-22-
05526 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944205 3341 La Mirada
Ave
BD-CMBR-22-
05529 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 5/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943409 4357 Sussex Ave BD-CMBR-22-
05530 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467015 4174 Hoblitt Ave BD-CMBR-22-
05533 SFD O 0 0 0 0 0 0 0 1 12/29/2022 1 0 0 0 0 0 0 1 3/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944229 4428 Mecca Ave BD-CMBR-22-
05534 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 6/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942416 3260 La Mirada
Ave
BD-CMBR-22-
05535 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 4/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467016 4164 Hoblitt Ave BD-CMBR-22-
05536 SFD O 0 0 0 0 0 0 0 1 12/29/2022 1 0 0 0 0 0 0 1 3/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944201 3301 La Mirada
Ave
BD-CMBR-22-
05537 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944230 4422 Mecca Ave BD-CMBR-22-
05539 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944107 4447 Mecca Ave BD-CMBR-22-
05541 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942505 3251 La Mirada
Ave
BD-CMBR-22-
05543 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943413 3330 La Mirada
Ave
BD-CMBR-22-
05545 SFD O 0 0 0 0 0 0 0 1 5/11/2023 1 0 0 0 0 0 0 1 5/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944207 3361 La Mirada
Ave
BD-CMBR-22-
05546 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 6/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943407 4317 Sussex Ave BD-CMBR-22-
05547 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944102 4417 Mecca Ave BD-CMBR-22-
05549 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 8/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944227 4440 Mecca Ave BD-CMBR-22-
05553 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 7/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942509 3291 La Mirada
Ave
BD-CMBR-22-
05555 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 4/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942417 3280 La Mirada
Ave
BD-CMBR-22-
05557 SFD O 0 0 0 0 0 0 0 1 4/20/2023 1 0 0 0 0 0 0 1 5/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944204 3331 La Mirada
Ave
BD-CMBR-22-
05558 SFD O 0 0 0 0 0 0 0 1 5/15/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943410 3360 La Mirada
Ave
BD-CMBR-22-
05559 SFD O 0 0 0 0 0 0 0 1 6/1/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944232 4410 Mecca Ave BD-CMBR-22-
05561 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 6/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944101 4411 Mecca Ave BD-CMBR-22-
05562 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 8/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944104 4429 Mecca Ave BD-CMBR-22-
05563 SFD O 0 0 0 0 0 0 0 1 6/5/2023 1 0 0 0 0 0 0 1 8/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944224 4458 Mecca Ave BD-CMBR-22-
05564 SFD O 0 0 0 0 0 0 0 1 6/2/2023 1 0 0 0 0 0 0 1 9/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943101S 1508 Teague Ave BD-CMBR-22-
05600 SFD O
0 0 0 0 0 0 0 1 3/20/2023 1 0 0 0 0 0 0 1 10/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 308; SFD
assumed to be Above
Moderate
55609007 2131 N Rogers
Ln
BD-CMBR-22-
05605 SFD O
0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 2/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 735; SFD
assumed to be Above
Moderate
55944038 2916 Trenton Ave BD-CMBR-22-
05625 SFD O
0 0 0 0 0 0 0 1 12/14/2023 1 0 0 0 0 0 0 1 10/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 191; SFD
assumed to be Above
Moderate
55855002 1687 N Twinberry
Ave
BD-CMBR-22-
05634 SFD O
0 0 0 0 0 0 0 1 12/14/2023 1 0 0 0 0 0 0 1 12/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 170; SFD
assumed to be Above
Moderate
55854003 3242 Vermont Ave BD-CMBR-22-
05640 SFD O
0 0 0 0 0 0 0 1 5/4/2023 1 0 0 0 0 0 0 1 7/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 148; SFD
assumed to be Above
Moderate
55855009 1688 N Twinberry
Ave
BD-CMBR-23-
00014 SFD O
0 0 0 0 0 0 0 1 11/9/2023 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE 0 0 0 0 1 Demolished O 0 0 0 0 Site ID: 169; SFD
assumed to be Above
Moderate
55855010 1698 N Twinberry
Ave
BD-CMBR-23-
00015 SFD O
0 0 0 0 0 0 0 1 11/9/2023 1 0 0 0 0 0 0 1 12/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 174; SFD
assumed to be Above
Moderate
55939124 2674 Moody Ave BD-CMBR-23-
00020 SFD O
0 0 0 0 0 0 0 1 8/17/2023 1 0 0 0 0 0 0 1 2/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 205; SFD
assumed to be Above
Moderate
55939125 2654 Moody Ave BD-CMBR-23-
00021 SFD O
0 0 0 0 0 0 0 1 9/21/2023 1 0 0 0 0 0 0 1 5/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 208; SFD
assumed to be Above
Moderate
55939126 1722 N Applegate
Ave
BD-CMBR-23-
00022 SFD O
0 0 0 0 0 0 0 1 8/29/2023 1 0 0 0 0 0 0 1 3/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 211; SFD
assumed to be Above
Moderate
55939128 1742 N Applegate
Ave
BD-CMBR-23-
00028 SFD O
0 0 0 0 0 0 0 1 8/17/2023 1 0 0 0 0 0 0 1 3/27/2024 1 0 NONE N 0 0 0 0 1 Demolished O 0 0 0 0 Site ID: 223; SFD
assumed to be Above
Moderate
55939131 1721 N Hanson
Ave
BD-CMBR-23-
00032 SFD O
0 0 0 0 0 0 0 1 8/17/2023 1 0 0 0 0 0 0 1 4/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 213; SFD
assumed to be Above
Moderate
55939132 1711 N Hanson
Ave
BD-CMBR-23-
00033 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 8/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 209; SFD
assumed to be Above
Moderate
55939133 1701 N Hanson
Ave
BD-CMBR-23-
00034 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 203; SFD
assumed to be Above
Moderate
55939201 1700 N Hanson
Ave
BD-CMBR-23-
00035 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 9/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 202; SFD
assumed to be Above
Moderate
55939202 1710 N Hanson
Ave
BD-CMBR-23-
00036 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 9/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 206; SFD
assumed to be Above
Moderate
55939203 1720 N Hanson
Ave
BD-CMBR-23-
00037 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 7/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 212; SFD
assumed to be Above
Moderate
539
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
55939204 1730 N Hanson
Ave
BD-CMBR-23-
00038 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 7/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 217; SFD
assumed to be Above
Moderate
55939205 1740 N Hanson
Ave
BD-CMBR-23-
00039 SFD O
0 0 0 0 0 0 0 1 10/19/2023 1 0 0 0 0 0 0 1 9/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 222; SFD
assumed to be Above
Moderate
55939206 1750 N Hanson
Ave
BD-CMBR-23-
00040 SFD O
0 0 0 0 0 0 0 1 10/5/2023 1 0 0 0 0 0 0 1 6/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 227; SFD
assumed to be Above
Moderate
55939207 2611 Loyola Ave BD-CMBR-23-
00041 SFD O
0 0 0 0 0 0 0 1 7/27/2023 1 0 0 0 0 0 0 1 1/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 234; SFD
assumed to be Above
Moderate
49113103 80 N Woodworth
Ave B
BD-CMBR-23-
00333 ADU R 0 0 0 0 0 0 0 1 2/1/2023 1 0 0 0 0 0 0 1 6/12/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49119223 1514 Gibson Ave
B
BD-CMBR-23-
01418 ADU R 0 0 0 0 1 0 0 0 5/4/2023 1 0 0 0 1 0 0 0 7/3/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
31030016S08 3522 San Marino
Ave
BD-CMBR-23-
02117 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 2/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252002 4755
Buckingham Ave
BD-CMBR-23-
02201 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 6/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252003 4745
Buckingham Ave
BD-CMBR-23-
02202 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252004 4735
Buckingham Ave
BD-CMBR-23-
02203 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252005 4725
Buckingham Ave
BD-CMBR-23-
02204 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252012 4734
Buckingham Ave
BD-CMBR-23-
02205 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252013 4744
Buckingham Ave
BD-CMBR-23-
02206 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252014 4754
Buckingham Ave
BD-CMBR-23-
02207 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57311018 4144 Lansing Ave BD-CMBR-23-
02300 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 2/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S17 4134 Lansing Ave BD-CMBR-23-
02314 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 1/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S13 3572 San Marino
Ave
BD-CMBR-23-
02333 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 1/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S28 3563 San Marino
Ave
BD-CMBR-23-
02338 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 1/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
31030016S29 3553 San Marino
Ave
BD-CMBR-23-
02339 SFD O 0 0 0 0 0 0 0 1 5/18/2023 1 0 0 0 0 0 0 1 1/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252006 4715
Buckingham Ave
BD-CMBR-23-
02348 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 8/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945010 4705
Buckingham Ave
BD-CMBR-23-
02349 SFD O
0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 4/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-474; SFD
assumed to be Above
Moderate
30902252008 3202 Simental
Ave
BD-CMBR-23-
02350 SFD O 0 0 0 0 0 0 0 1 5/19/2023 1 0 0 0 0 0 0 1 4/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252009 3212 Simental
Ave
BD-CMBR-23-
02351 SFD O 0 0 0 0 0 0 0 1 5/30/2023 1 0 0 0 0 0 0 1 7/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252104 4602 Sussex Ave BD-CMBR-23-
02368 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 4/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252105 4610 Sussex Ave BD-CMBR-23-
02369 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 8/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252106 4618 Sussex Ave BD-CMBR-23-
02370 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 4/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252107 4626 Sussex Ave BD-CMBR-23-
02371 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 4/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252097 4651 Sussex Ave BD-CMBR-23-
02380 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252098 4643 Sussex Ave BD-CMBR-23-
02381 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252099 4635 Sussex Ave BD-CMBR-23-
02382 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252108 4634 Sussex Ave BD-CMBR-23-
02383 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 5/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252109 4642 Sussex Ave BD-CMBR-23-
02384 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 4/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252110 4650 Sussex Ave BD-CMBR-23-
02385 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 5/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252010 3222 Simental
Ave
BD-CMBR-23-
02390 SFD O 0 0 0 0 0 0 0 1 5/24/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252011 4724
Buckingham Ave
BD-CMBR-23-
02391 SFD O 0 0 0 0 0 0 0 1 5/24/2023 1 0 0 0 0 0 0 1 4/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252020 4727 Hampton
Way
BD-CMBR-23-
02392 SFD O 0 0 0 0 0 0 0 1 6/6/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252021 3232 Simental
Ave
BD-CMBR-23-
02393 SFD O 0 0 0 0 0 0 0 1 5/24/2023 1 0 0 0 0 0 0 1 4/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
41037201 109 N Cindy Ave
B
BD-CMBR-23-
02542 ADU R 0 0 0 0 1 0 0 0 8/14/2023 1 0 0 0 1 0 0 0 2/13/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
6413010000 4011 Scott Ave BD-CMBR-23-
02602 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413030000 4002 Scott Ave BD-CMBR-23-
02604 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413040000 4012 Scott Ave BD-CMBR-23-
02605 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413050000 4022 Scott Ave BD-CMBR-23-
02607 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413060000 4032 Scott Ave BD-CMBR-23-
02608 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413120000 1650 La Canada
Ave
BD-CMBR-23-
02609 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413260000 1653 Hermosa
Ave
BD-CMBR-23-
02610 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55464407 4143 Keats Ave BD-CMBR-23-
02611 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 2/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413560000 4186 Twain Ave BD-CMBR-23-
02612 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 3/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252017 4757 Hampton
Way
BD-CMBR-23-
02628 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 4/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252019 4737 Hampton
Way
BD-CMBR-23-
02630 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252026 4736 Hampton
Way
BD-CMBR-23-
02631 SFD O 0 0 0 0 0 0 0 1 6/12/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252027 4746 Hampton
Way
BD-CMBR-23-
02632 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252028 4756 Hampton
Way
BD-CMBR-23-
02644 SFD O 0 0 0 0 0 0 0 1 6/21/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467022 4104 Hoblitt Ave BD-CMBR-23-
02695 SFD O 0 0 0 0 0 0 0 1 6/14/2023 1 0 0 0 0 0 0 1 3/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55829022 3323 Loyola Ave BD-CMBR-23-
02727 SFD O 0 0 0 0 0 0 0 1 3/5/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49209820 156 Sunnyside
Ave
BD-CMBR-23-
02736 SFD O
0 0 0 0 0 0 0 1 9/13/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE Y 0 0 0 0 1 Demolished O 0 0 0 0 Demolished 1 owner-
occupied unit, as per
2023 APR
30902252023 3252 Simental
Ave
BD-CMBR-23-
02855 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252024 3262 Simental
Ave
BD-CMBR-23-
02856 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252025 4726 Hampton
Way
BD-CMBR-23-
02857 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252034 4719 Bellaire Ave BD-CMBR-23-
02858 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252035 3272 Simental
Ave
BD-CMBR-23-
02860 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252036 3282 Simental
Ave
BD-CMBR-23-
02861 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252093 4683 Sussex Ave BD-CMBR-23-
02862 SFD O 0 0 0 0 0 0 0 1 7/5/2023 1 0 0 0 0 0 0 1 7/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252094 4675 Sussex Ave BD-CMBR-23-
02864 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 7/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252095 4667 Sussex Ave BD-CMBR-23-
02865 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252096 4659 Sussex Ave BD-CMBR-23-
02867 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252111 4658 Sussex Ave BD-CMBR-23-
02868 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252112 4666 Sussex Ave BD-CMBR-23-
02878 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252113 4674 Sussex Ave BD-CMBR-23-
02881 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252114 4682 Sussex Ave BD-CMBR-23-
02882 SFD O 0 0 0 0 0 0 0 1 6/29/2023 1 0 0 0 0 0 0 1 5/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252092 3308 Escalante
Ave
BD-CMBR-23-
03006 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252091 3318 Escalante
Ave
BD-CMBR-23-
03007 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252090 3328 Escalante
Ave
BD-CMBR-23-
03010 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 6/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252089 3338 Escalante
Ave
BD-CMBR-23-
03012 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 8/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252088 3348 Escalante
Ave
BD-CMBR-23-
03013 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 9/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252068 4638 Bellaire Ave BD-CMBR-23-
03014 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 5/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252069 4631 Joaquin Ave BD-CMBR-23-
03015 SFD O 0 0 0 0 0 0 0 1 7/12/2023 1 0 0 0 0 0 0 1 8/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49706212 676 Harvard Ave BD-CMBR-23-
03050 SFD O
0 0 0 0 0 0 0 1 1/26/2024 1 0 0 NONE Y 0 0 0 0 1 Demolished O 0 0 0 0 Site ID: CC-1; SFD
assumed to be Above
Moderate
30902252022 3242 Simental
Ave
BD-CMBR-23-
03125 SFD O 0 0 0 0 0 0 0 1 7/24/2023 1 0 0 0 0 0 0 1 4/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413110000 1670 La Canada
Ave
BD-CMBR-23-
03153 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413270000 1673 Hermosa
Ave
BD-CMBR-23-
03158 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 2/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413320000 4133 Keats Ave BD-CMBR-23-
03159 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 2/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413570000 4176 Twain Ave BD-CMBR-23-
03160 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 3/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413580000 4166 Twain Ave BD-CMBR-23-
03186 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 3/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413590000 4156 Twain Ave BD-CMBR-23-
03187 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 3/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413610000 4136 Twain Ave BD-CMBR-23-
03188 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 3/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413620000 4126 Twain Ave BD-CMBR-23-
03189 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 2/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413630000 4116 Twain Ave BD-CMBR-23-
03190 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 2/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413600000 4146 Twain Ave BD-CMBR-23-
03195 SFD O 0 0 0 0 0 0 0 1 7/25/2023 1 0 0 0 0 0 0 1 3/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
PM202302000 257 Minnewawa
Ave
BD-CMBR-23-
03304 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 9/24/2024 1 0 SB 9 (2021) - Residential Lot Split Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
PM202301000 251 Minnewawa
Ave B
BD-CMBR-23-
03305 ADU R 0 0 0 0 0 0 1 0 2/5/2024 1 0 0 0 0 0 1 0 10/28/2024 1 0 SB 9 (2021) - Residential Lot Split Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
PM202301000 251 Minnewawa
Ave
BD-CMBR-23-
03306 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 10/28/2024 1 0 SB 9 (2021) - Residential Lot Split Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
PM202302000 257 Minnewawa
Ave B
BD-CMBR-23-
03307 ADU R 0 0 0 0 0 0 1 0 2/5/2024 1 0 0 0 0 0 1 0 9/24/2024 1 0 SB 9 (2021) - Residential Lot Split Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30902252070 4641 Joaquin Ave BD-CMBR-23-
03354 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252071 4651 Joaquin Ave BD-CMBR-23-
03355 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 7/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252081 4670 Joaquin Ave BD-CMBR-23-
03356 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 7/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252082 4660 Joaquin Ave BD-CMBR-23-
03357 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 6/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252083 4650 Joaquin Ave BD-CMBR-23-
03358 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252084 4640 Joaquin Ave BD-CMBR-23-
03360 SFD O 0 0 0 0 0 0 0 1 8/10/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252031 4749 Bellaire Ave BD-CMBR-23-
03446 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 6/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252033 4729 Bellaire Ave BD-CMBR-23-
03448 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252040 4728 Bellaire Ave BD-CMBR-23-
03449 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252041 4738 Bellaire Ave BD-CMBR-23-
03450 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252042 4748 Bellaire Ave BD-CMBR-23-
03451 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252037 3302 Simental
Ave
BD-CMBR-23-
03452 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946202 3312 Simental
Ave
BD-CMBR-23-
03453 SFD O
0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-411; SFD
assumed to be Above
Moderate
30902252039 4718 Bellaire Ave BD-CMBR-23-
03454 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946510 4721 Joaquin Ave BD-CMBR-23-
03455 SFD O
0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-405; SFD
assumed to be Above
Moderate
30902252072 4661 Joaquin Ave BD-CMBR-23-
03474 SFD O 0 0 0 0 0 0 0 1 8/25/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946211 3339 Escobedo
Ave
BD-CMBR-23-
03476 SFD O
0 0 0 0 0 0 0 1 8/25/2023 1 0 0 0 0 0 0 1 9/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-395; SFD
assumed to be Above
Moderate
30902252078 3349 Escobedo
Ave
BD-CMBR-23-
03486 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 6/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946214 4680 Joaquin Ave BD-CMBR-23-
03487 SFD O
0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-384; SFD
assumed to be Above
Moderate
30902252079 4690 Joaquin Ave BD-CMBR-23-
03493 SFD O 0 0 0 0 0 0 0 1 8/22/2023 1 0 0 0 0 0 0 1 8/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252064 4678 Bellaire Ave BD-CMBR-23-
03538 SFD O 0 0 0 0 0 0 0 1 8/25/2023 1 0 0 0 0 0 0 1 5/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946102 4668 Bellaire Ave BD-CMBR-23-
03539 SFD O
0 0 0 0 0 0 0 1 8/25/2023 1 0 0 0 0 0 0 1 8/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-425; SFD
assumed to be Above
Moderate
30946103 4658 Bellaire Ave BD-CMBR-23-
03540 ADU R
0 0 1 0 0 0 0 0 8/25/2023 1 0 1 0 0 0 0 0 7/3/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-426; ADUs:
30% VL, 30% L, 30%
M 10% AM
49711211 941 Woodworth
Ave
BD-CMBR-23-
03589 SFD O
0 0 0 0 0 0 0 1 1/29/2024 1 0 0 0 0 0 0 1 8/29/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: CC-PA-8-13;
SFD assumed to be
Above Moderate
55940020S 1646 Prescott Ave
B
BD-CMBR-23-
03590 ADU R 0 0 1 0 0 0 0 0 3/6/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
6413070000 4063 Keats Ave BD-CMBR-23-
03605 SFD O 0 0 0 0 0 0 0 1 8/31/2023 1 0 0 0 0 0 0 1 3/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413090000 1710 La Canada
Ave
BD-CMBR-23-
03607 SFD O 0 0 0 0 0 0 0 1 8/31/2023 1 0 0 0 0 0 0 1 3/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413290000 1713 Hermosa
Ave
BD-CMBR-23-
03609 SFD O 0 0 0 0 0 0 0 1 8/31/2023 1 0 0 0 0 0 0 1 4/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413300000 1733 Hermosa
Ave
BD-CMBR-23-
03610 SFD O 0 0 0 0 0 0 0 1 8/31/2023 1 0 0 0 0 0 0 1 4/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413280000 1693 Hermosa
Ave
BD-CMBR-23-
03611 SFD O 0 0 0 0 0 0 0 1 8/31/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49209615 148 Acacia Ave B BD-CMBR-23-
03654 ADU R 0 0 1 0 0 0 0 0 12/19/2023 1 0 1 0 0 0 0 0 6/4/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30902252073 4671 Joaquin Ave BD-CMBR-23-
03679 SFD O 0 0 0 0 0 0 0 1 9/11/2023 1 0 0 0 0 0 0 1 5/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252018 4747 Hampton
Way
BD-CMBR-23-
03681 SFD O 0 0 0 0 0 0 0 1 9/11/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413080000 1730 La Canada
Ave
BD-CMBR-23-
03688 SFD O 0 0 0 0 0 0 0 1 9/6/2023 1 0 0 0 0 0 0 1 3/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413100000 1690 La Canada
Ave
BD-CMBR-23-
03689 SFD O 0 0 0 0 0 0 0 1 9/6/2023 1 0 0 0 0 0 0 1 6/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413020000 4001 Scott Ave BD-CMBR-23-
03701 SFD O 0 0 0 0 0 0 0 1 9/7/2023 1 0 0 0 0 0 0 1 2/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413130000 1651 La Canada
Ave
BD-CMBR-23-
03729 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413150000 1691 La Canada
Ave
BD-CMBR-23-
03730 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 4/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413170000 1731 La Canada
Ave
BD-CMBR-23-
03731 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 4/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413180000 4083 Keats Ave BD-CMBR-23-
03732 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 5/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413190000 4093 Keats Ave BD-CMBR-23-
03733 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 6/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
540
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
6413200000 4103 Keats Ave BD-CMBR-23-
03734 SFD O 0 0 0 0 0 0 0 1 9/8/2023 1 0 0 0 0 0 0 1 5/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943402S 1384 N Purdue
Ave
BD-CMBR-23-
03774 SFD O
0 0 0 0 0 0 0 1 9/22/2023 1 0 0 0 0 0 0 1 3/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 240; SFD
assumed to be Above
Moderate
55467008 4183 Hoblitt Ave BD-CMBR-23-
03787 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 3/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467009 4193 Hoblitt Ave BD-CMBR-23-
03788 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 2/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467010 1407 Las Rosas
Ave
BD-CMBR-23-
03790 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 2/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467011 1417 Las Rosas
Ave
BD-CMBR-23-
03791 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 2/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467012 1427 Las Rosas
Ave
BD-CMBR-23-
03792 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 2/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467013 1437 Las Rosas
Ave
BD-CMBR-23-
03793 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 2/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413310000 4123 Keats Ave BD-CMBR-23-
03795 SFD O 0 0 0 0 0 0 0 1 9/18/2023 1 0 0 0 0 0 0 1 5/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413160000 1711 La Canada
Ave
BD-CMBR-23-
03929 SFD O 0 0 0 0 0 0 0 1 9/27/2023 1 0 0 0 0 0 0 1 4/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413220000 1712 Hermosa
Ave
BD-CMBR-23-
03930 SFD O 0 0 0 0 0 0 0 1 9/27/2023 1 0 0 0 0 0 0 1 5/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413230000 1692 Hermosa
Ave
BD-CMBR-23-
03932 SFD O 0 0 0 0 0 0 0 1 9/27/2023 1 0 0 0 0 0 0 1 5/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413250000 1652 Hermosa
Ave
BD-CMBR-23-
03933 SFD O 0 0 0 0 0 0 0 1 9/27/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467039 4113 Hoblitt Ave BD-CMBR-23-
04138 SFD O 0 0 0 0 0 0 0 1 10/18/2023 1 0 0 0 0 0 0 1 3/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413140000 1671 La Canada
Ave
BD-CMBR-23-
04148 SFD O 0 0 0 0 0 0 0 1 10/18/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413210000 1732 Hermosa
Ave
BD-CMBR-23-
04149 SFD O 0 0 0 0 0 0 0 1 10/18/2023 1 0 0 0 0 0 0 1 5/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413240000 1672 Hermosa
Ave
BD-CMBR-23-
04150 SFD O 0 0 0 0 0 0 0 1 10/18/2023 1 0 0 0 0 0 0 1 5/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55924016 1402 N Ryan Ave
B
BD-CMBR-23-
04266 ADU R 0 0 1 0 0 0 0 0 2/7/2024 1 0 1 0 0 0 0 0 4/8/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55943403S 1520 Enterprise
Ave
BD-CMBR-23-
04287 SFD O
0 0 0 0 0 0 0 1 11/3/2023 1 0 0 0 0 0 0 1 4/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 238; SFD
assumed to be Above
Moderate
55464101 1801 Agua Dulce
Ave
BD-CMBR-23-
04315 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55464102 1811 Agua Dulce
Ave
BD-CMBR-23-
04316 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463101 1831 Agua Dulce
Ave
BD-CMBR-23-
04317 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463102 1841 Agua Dulce
Ave
BD-CMBR-23-
04318 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 6/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463104 1871 Agua Dulce
Ave
BD-CMBR-23-
04320 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 6/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463105 1881 Agua Dulce
Ave
BD-CMBR-23-
04322 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 7/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467051 4102 Mitchell Ave BD-CMBR-23-
04323 SFD O 0 0 0 0 0 0 0 1 11/2/2023 1 0 0 0 0 0 0 1 3/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252046 4741 Joaquin Ave BD-CMBR-23-
04377 SFD O 0 0 0 0 0 0 0 1 11/15/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30902252056 4750 Joaquin Ave BD-CMBR-23-
04378 SFD O 0 0 0 0 0 0 0 1 11/15/2023 1 0 0 0 0 0 0 1 5/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463209 4107 Poe Ave BD-CMBR-23-
04391 SFD O
0 0 0 0 0 0 0 1 11/14/2023 1 0 0 0 0 0 0 1 5/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-652; SFD
assumed to be Above
Moderate
55467047 4142 Mitchell Ave BD-CMBR-23-
04393 SFD O 0 0 0 0 0 0 0 1 11/14/2023 1 0 0 0 0 0 0 1 4/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
41052707 222 N Helm Ave B BD-CMBR-23-
04450 ADU R 0 0 1 0 0 0 0 0 2/13/2024 1 0 1 0 0 0 0 0 7/2/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55467037 4093 Hoblitt Ave BD-CMBR-23-
04540 SFD O 0 0 0 0 0 0 0 1 11/30/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943216 4252 Bellaire Ave BD-CMBR-23-
04562 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 6/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943211 4212 Bellaire Ave BD-CMBR-23-
04563 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 5/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943218 4268 Bellaire Ave BD-CMBR-23-
04564 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 6/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943214 4236 Bellaire Ave BD-CMBR-23-
04565 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943212 4220 Bellaire Ave BD-CMBR-23-
04566 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 5/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943215 4244 Bellaire Ave BD-CMBR-23-
04585 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 5/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943220 4284 Bellaire Ave BD-CMBR-23-
04600 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 6/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943213 4228 Bellaire Ave BD-CMBR-23-
04604 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 5/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463103 1851 Agua Dulce
Ave
BD-CMBR-23-
04605 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 7/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943217 4260 Bellaire Ave BD-CMBR-23-
04606 SFD O 0 0 0 0 0 0 0 1 12/6/2023 1 0 0 0 0 0 0 1 6/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49115305 1498 Escalon Ave
B
BD-CMBR-23-
04629 ADU R 0 0 1 0 0 0 0 0 4/17/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55467040 4123 Hoblitt Ave BD-CMBR-23-
04640 SFD O 0 0 0 0 0 0 0 1 12/13/2023 1 0 0 0 0 0 0 1 4/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467046 4152 Mitchell Ave BD-CMBR-23-
04641 SFD O 0 0 0 0 0 0 0 1 12/13/2023 1 0 0 0 0 0 0 1 4/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946203 3322 Simental
Ave
BD-CMBR-23-
04701 SFD O
0 0 0 0 0 0 0 1 12/20/2023 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-397; SFD
assumed to be Above
Moderate
49118119 1615 Fifth St C BD-CMBR-23-
04717 ADU R 0 0 0 0 0 0 1 0 1/31/2024 1 0 0 0 0 0 1 0 7/17/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49118119 1615 Fifth St B BD-CMBR-23-
04723 ADU R 0 0 1 0 0 0 0 0 1/31/2024 1 0 1 0 0 0 0 0 7/17/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49118119 1615 Fifth St BD-CMBR-23-
04724 ADU R 0 0 1 0 0 0 0 0 1/31/2024 1 0 1 0 0 0 0 0 7/17/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55467050 4112 Mitchell Ave BD-CMBR-23-
04731 SFD O 0 0 0 0 0 0 0 1 12/18/2023 1 0 0 0 0 0 0 1 4/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943107S 1484 N Purdue
Ave B
BD-CMBR-23-
04766 ADU R
0 0 1 0 0 0 0 0 12/29/2023 1 0 1 0 0 0 0 0 6/17/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 289; ADUs:
30% VL, 30% L, 30%
M 10% AM
49713211 1125 Woodworth
Ave C
BD-CMBR-23-
04792 ADU R 0 0 1 0 0 0 0 0 3/7/2024 1 0 1 0 0 0 0 0 9/6/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
56408024 1187 N Holly Ave BD-CMBR-23-
04794 SFD O 0 0 0 0 0 0 0 1 12/27/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
56408024 1187 N Holly Ave
B
BD-CMBR-23-
04796 ADU R 0 0 1 0 0 0 0 0 12/27/2023 1 0 1 0 0 0 0 0 4/24/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
56408018 1196 N Holly Ave BD-CMBR-23-
04797 SFD O 0 0 0 0 0 0 0 1 12/27/2023 1 0 0 0 0 0 0 1 4/24/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
56408018 1196 N Holly Ave
B
BD-CMBR-23-
04798 ADU R 0 0 1 0 0 0 0 0 12/27/2023 1 0 1 0 0 0 0 0 4/24/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
57124406S 2709 La Mirada
Ave
BD-CMBR-24-
00040 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 6/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124407S 2729 La Mirada
Ave
BD-CMBR-24-
00041 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124408S 2749 La Mirada
Ave
BD-CMBR-24-
00042 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 6/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943401 3309 Montana
Ave
BD-CMBR-24-
00049 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943405 3349 Montana
Ave
BD-CMBR-24-
00050 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943406 3359 Montana
Ave
BD-CMBR-24-
00054 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943403 3329 Montana
Ave
BD-CMBR-24-
00055 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943404 3339 Montana
Ave
BD-CMBR-24-
00056 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943402 3319 Montana
Ave
BD-CMBR-24-
00057 SFD O 0 0 0 0 0 0 0 1 1/9/2024 1 0 0 0 0 0 0 1 7/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124107S 2662 Highland
Ave B
BD-CMBR-24-
00071 ADU R 0 0 1 0 0 0 0 0 3/7/2024 1 0 1 0 0 0 0 0 3/18/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55409306 2667 San Jose
Ave B
BD-CMBR-24-
00076 ADU R 0 0 1 0 0 0 0 0 3/22/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55467038 4103 Hoblitt Ave BD-CMBR-24-
00077 SFD O 0 0 0 0 0 0 0 1 1/10/2024 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467041 4133 Hoblitt Ave BD-CMBR-24-
00078 SFD O 0 0 0 0 0 0 0 1 1/10/2024 1 0 0 0 0 0 0 1 5/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467042 4143 Hoblitt Ave BD-CMBR-24-
00079 SFD O 0 0 0 0 0 0 0 1 1/10/2024 1 0 0 0 0 0 0 1 5/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467043 4153 Hoblitt Ave BD-CMBR-24-
00082 SFD O 0 0 0 0 0 0 0 1 1/10/2024 1 0 0 0 0 0 0 1 5/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467044 4163 Hoblitt Ave BD-CMBR-24-
00083 SFD O 0 0 0 0 0 0 0 1 1/10/2024 1 0 0 0 0 0 0 1 5/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943101 3300 Frontera Ave BD-CMBR-24-
00091 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943104 3330 Frontera Ave BD-CMBR-24-
00092 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943107 3360 Frontera Ave BD-CMBR-24-
00093 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124414S 2747 Montana
Ave
BD-CMBR-24-
00094 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124412S 2778 La Mirada
Ave
BD-CMBR-24-
00095 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124410S 2789 La Mirada
Ave
BD-CMBR-24-
00096 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124415S 2767 Montana
Ave
BD-CMBR-24-
00097 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124413S 2768 La Mirada
Ave
BD-CMBR-24-
00110 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943108 3370 Frontera Ave BD-CMBR-24-
00126 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943102 3310 Frontera Ave BD-CMBR-24-
00127 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943105 3340 Frontera Ave BD-CMBR-24-
00128 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943209 4219 Joaquin Ave BD-CMBR-24-
00130 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943106 3350 Frontera Ave BD-CMBR-24-
00131 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943109 3380 Frontera Ave BD-CMBR-24-
00132 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943103 3320 Frontera Ave BD-CMBR-24-
00133 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 8/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943210 4211 Joaquin Ave BD-CMBR-24-
00134 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942401 3219 Montana
Ave
BD-CMBR-24-
00156 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942404 3249 Montana
Ave
BD-CMBR-24-
00157 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942406 3269 Montana
Ave
BD-CMBR-24-
00158 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942219 4281 Hampton
Way
BD-CMBR-24-
00159 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942403 3239 Montana
Ave
BD-CMBR-24-
00160 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942310 4290 Hampton
Way
BD-CMBR-24-
00161 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942407 3279 Montana
Ave
BD-CMBR-24-
00162 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942309 4282 Hampton
Way
BD-CMBR-24-
00165 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942405 3259 Montana
Ave
BD-CMBR-24-
00166 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942220 4289 Hampton
Way
BD-CMBR-24-
00167 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942308 4274 Hampton
Way
BD-CMBR-24-
00168 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942307 4266 Hampton
Way
BD-CMBR-24-
00169 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942402 3229 Montana
Ave
BD-CMBR-24-
00170 SFD O 0 0 0 0 0 0 0 1 1/23/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945035 4739 Bellaire Ave BD-CMBR-24-
00211 SFD O
0 0 0 0 0 0 0 1 1/25/2024 1 0 0 0 0 0 0 1 6/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-434; SFD
assumed to be Above
Moderate
55467049 4122 Mitchell Ave BD-CMBR-24-
00245 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 5/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413450000 4085 Twain Ave BD-CMBR-24-
00247 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 6/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413460000 4095 Twain Ave BD-CMBR-24-
00248 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463515 4115 Twain Ave BD-CMBR-24-
00249 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 6/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463516 4125 Twain Ave BD-CMBR-24-
00251 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 7/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413500000 4135 Twain Ave BD-CMBR-24-
00252 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 7/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463518 4145 Twain Ave BD-CMBR-24-
00254 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 7/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413530000 4165 Twain Ave BD-CMBR-24-
00255 SFD O 0 0 0 0 0 0 0 1 1/26/2024 1 0 0 0 0 0 0 1 9/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413540000 4175 Twain Ave BD-CMBR-24-
00263 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 8/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463522 4185 Twain Ave BD-CMBR-24-
00264 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 7/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467045 4162 Mitchell Ave BD-CMBR-24-
00291 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 7/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467052 1305 Junipero
Ave
BD-CMBR-24-
00292 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467053 4131 Mitchell Ave BD-CMBR-24-
00293 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467054 4141 Mitchell Ave BD-CMBR-24-
00294 SFD O 0 0 0 0 0 0 0 1 1/30/2024 1 0 0 0 0 0 0 1 6/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124417S 2786 Montana
Ave
BD-CMBR-24-
00296 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124416S 2787 Montana
Ave
BD-CMBR-24-
00297 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 8/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944223 4464 Mecca Ave BD-CMBR-24-
00298 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124418S 2766 Montana
Ave
BD-CMBR-24-
00299 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944108 4453 Mecca Ave BD-CMBR-24-
00300 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944111 4471 Mecca Ave BD-CMBR-24-
00301 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944112 4477 Mecca Ave BD-CMBR-24-
00302 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943312 4218 Joaquin Ave BD-CMBR-24-
00307 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944222 4470 Mecca Ave BD-CMBR-24-
00308 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943208 4227 Joaquin Ave BD-CMBR-24-
00309 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944109 4459 Mecca Ave BD-CMBR-24-
00310 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944110 4465 Mecca Ave BD-CMBR-24-
00311 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943311 4210 Joaquin Ave BD-CMBR-24-
00312 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944113 4483 Mecca Ave BD-CMBR-24-
00314 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943207 4235 Joaquin Ave BD-CMBR-24-
00321 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943313 4226 Joaquin Ave BD-CMBR-24-
00322 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 9/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942317 4261 Bellaire Ave BD-CMBR-24-
00323 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 11/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942409 3299 Montana
Ave
BD-CMBR-24-
00332 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942319 4277 Bellaire Ave BD-CMBR-24-
00333 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942320 4285 Bellaire Ave BD-CMBR-24-
00334 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
541
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
30942318 4269 Bellaire Ave BD-CMBR-24-
00335 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942316 4253 Bellaire Ave BD-CMBR-24-
00338 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942408 3289 Montana
Ave
BD-CMBR-24-
00340 SFD O 0 0 0 0 0 0 0 1 2/1/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467048 4132 Mitchell Ave BD-CMBR-24-
00366 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 7/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467055 4151 Mitchell Ave BD-CMBR-24-
00367 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 6/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946208 3309 Escobedo
Ave
BD-CMBR-24-
00373 SFD O
0 0 0 0 0 0 0 1 2/7/2024 1 0 0 0 0 0 0 1 7/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-416; SFD
assumed to be Above
Moderate
30946209 3319 Escobedo
Ave
BD-CMBR-24-
00374 SFD O
0 0 0 0 0 0 0 1 2/7/2024 1 0 0 0 0 0 0 1 7/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-413; SFD
assumed to be Above
Moderate
30946210 3329 Escobedo
Ave
BD-CMBR-24-
00375 SFD O
0 0 0 0 0 0 0 1 2/7/2024 1 0 0 0 0 0 0 1 8/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-399; SFD
assumed to be Above
Moderate
6413360000 4164 Keats Ave BD-CMBR-24-
00380 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 8/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463514 4105 Twain Ave BD-CMBR-24-
00381 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 6/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413520000 4155 Twain Ave BD-CMBR-24-
00383 SFD O 0 0 0 0 0 0 0 1 2/5/2024 1 0 0 0 0 0 0 1 7/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49215132 371 Minnewawa
Ave B
BD-CMBR-24-
00441 ADU R 0 0 1 0 0 0 0 0 2/27/2024 1 0 1 0 0 0 0 0 8/9/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
TM6340190000 4649 Bellaire Ave BD-CMBR-24-
00447 SFD O 0 0 0 0 0 0 0 1 2/20/2024 1 0 0 0 0 0 0 1 9/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
41031316 763 W Menlo Ave
B
BD-CMBR-24-
00474 ADU R 0 0 0 0 1 0 0 0 8/20/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49117319 1519 Fifth St B BD-CMBR-24-
00485 ADU R 0 0 1 0 0 0 0 0 3/18/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
57124409S 2769 La Mirada
Ave
BD-CMBR-24-
00487 SFD O 0 0 0 0 0 0 0 1 2/16/2024 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124411S 2788 La Mirada
Ave
BD-CMBR-24-
00490 SFD O 0 0 0 0 0 0 0 1 2/16/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49116222 1665 Fourth St B BD-CMBR-24-
00517 ADU R 0 0 1 0 0 0 0 0 4/16/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30943205 4251 Joaquin Ave BD-CMBR-24-
00523 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943314 4234 Joaquin Ave BD-CMBR-24-
00524 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943206 4243 Joaquin Ave BD-CMBR-24-
00525 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124421S 2765 Frontera Ave BD-CMBR-24-
00546 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 9/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124420S 2745 Frontera Ave BD-CMBR-24-
00547 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 9/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124419S 2746 Montana
Ave
BD-CMBR-24-
00548 SFD O 0 0 0 0 0 0 0 1 3/12/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49211212 281 Minnewawa
Ave B
BD-CMBR-24-
00554 ADU R 0 0 0 0 1 0 0 0 6/12/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
6413350000 4174 Keats Ave BD-CMBR-24-
00569 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 8/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413390000 4134 Keats Ave BD-CMBR-24-
00570 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 9/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
6413400000 4124 Keats Ave BD-CMBR-24-
00571 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467056 4161 Mitchell Ave BD-CMBR-24-
00573 SFD O 0 0 0 0 0 0 0 1 2/26/2024 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467059 4180 Purvis Ave BD-CMBR-24-
00574 SFD O 0 0 0 0 0 0 0 1 2/26/2024 1 0 0 0 0 0 0 1 7/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467061 4160 Purvis Ave BD-CMBR-24-
00575 SFD O 0 0 0 0 0 0 0 1 2/26/2024 1 0 0 0 0 0 0 1 7/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943401S 1394 N Purdue
Ave
BD-CMBR-24-
00576 SFD O
0 0 0 0 0 0 0 1 3/4/2024 1 0 0 0 0 0 0 1 7/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 244; SFD
assumed to be Above
Moderate
30942314 4237 Bellaire Ave BD-CMBR-24-
00639 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942313 4229 Bellaire Ave BD-CMBR-24-
00640 SFD O 0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942315 4245 Bellaire Ave BD-CMBR-24-
00641 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467006 4192 Mitchell Ave BD-CMBR-24-
00644 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 7/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467007 4182 Mitchell Ave BD-CMBR-24-
00645 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943315 4242 Joaquin Ave BD-CMBR-24-
00646 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943204 4259 Joaquin Ave BD-CMBR-24-
00647 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943316 4250 Joaquin Ave BD-CMBR-24-
00649 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467064 4130 Purvis Ave BD-CMBR-24-
00650 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467065 1295 Junipero
Ave
BD-CMBR-24-
00651 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 8/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467066 1285 Junipero
Ave
BD-CMBR-24-
00652 SFD O 0 0 0 0 0 0 0 1 2/29/2024 1 0 0 0 0 0 0 1 8/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55608062S 2212 N Argyle Ave BD-CMBR-24-
00666 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 403; SFD
assumed to be Above
Moderate
55608063S 2218 N Argyle Ave BD-CMBR-24-
00667 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 1/7/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 409; SFD
assumed to be Above
Moderate
30946104 4648 Bellaire Ave BD-CMBR-24-
00686 SFD O
0 0 0 0 0 0 0 1 3/6/2024 1 0 0 0 0 0 0 1 7/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-427; SFD
assumed to be Above
Moderate
49113101 134 N Pollasky
Ave B
BD-CMBR-24-
00702 ADU R 0 0 0 0 1 0 0 0 5/29/2024 1 0 0 0 1 0 0 0 1/3/2025 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
57124330S 4353 Rialto Ave BD-CMBR-24-
00713 SFD O 0 0 0 0 0 0 0 1 3/26/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124331S 4363 Rialto Ave BD-CMBR-24-
00730 SFD O 0 0 0 0 0 0 0 1 3/26/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124332S 4373 Rialto Ave BD-CMBR-24-
00731 SFD O 0 0 0 0 0 0 0 1 3/26/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124422S 2785 Frontera Ave BD-CMBR-24-
00732 SFD O 0 0 0 0 0 0 0 1 3/26/2024 1 0 0 0 0 0 0 1 9/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615606S 1039 Plum Tree
Ave
BD-CMBR-24-
00738 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 1/15/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 496; SFD
assumed to be Above
Moderate
55943204S 1543 Richmond
Ave
BD-CMBR-24-
00743 SFD O
0 0 0 0 0 0 0 1 3/21/2024 1 0 0 0 0 0 0 1 8/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 300; SFD
assumed to be Above
Moderate
30946507 4751 Joaquin Ave BD-CMBR-24-
00748 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-401; SFD
assumed to be Above
Moderate
30946509 4731 Joaquin Ave BD-CMBR-24-
00749 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-404; SFD
assumed to be Above
Moderate
30946601 4720 Joaquin Ave BD-CMBR-24-
00750 SFD O
0 0 0 0 0 0 0 1 3/14/2024 1 0 0 0 0 0 0 1 8/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-383; SFD
assumed to be Above
Moderate
30946602 4730 Joaquin Ave BD-CMBR-24-
00751 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-382; SFD
assumed to be Above
Moderate
55943305S 1518 N Stanford
Ave
BD-CMBR-24-
00758 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 8/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 287; SFD
assumed to be Above
Moderate
30946603 4740 Joaquin Ave BD-CMBR-24-
00759 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 7/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-381; SFD
assumed to be Above
Moderate
30946204 3332 Simental
Ave
BD-CMBR-24-
00760 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-392; SFD
assumed to be Above
Moderate
30946205 3342 Simental
Ave
BD-CMBR-24-
00761 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/29/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-376; SFD
assumed to be Above
Moderate
30946206 3352 Simental
Ave
BD-CMBR-24-
00762 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-375; SFD
assumed to be Above
Moderate
30946610 4723 Sussex Ave BD-CMBR-24-
00763 SFD O
0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/23/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-363; SFD
assumed to be Above
Moderate
55467003 1297 Las Rosas
Ave
BD-CMBR-24-
00764 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467004 1307 Las Rosas
Ave
BD-CMBR-24-
00766 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467058 4181 Mitchell Ave BD-CMBR-24-
00768 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466019 4159 Purvis Ave BD-CMBR-24-
00772 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 9/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467005 1317 Las Rosas
Ave
BD-CMBR-24-
00773 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 7/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467063 4140 Purvis Ave BD-CMBR-24-
00774 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466018 4149 Purvis Ave BD-CMBR-24-
00775 SFD O 0 0 0 0 0 0 0 1 3/13/2024 1 0 0 0 0 0 0 1 8/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615514S 1034 Plum Tree
Ave
BD-CMBR-24-
00780 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 483; SFD
assumed to be Above
Moderate
55615605S 1045 Plum Tree
Ave
BD-CMBR-24-
00781 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 1/9/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 495; SFD
assumed to be Above
Moderate
55615513S 1028 Plum Tree
Ave
BD-CMBR-24-
00782 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 484; SFD
assumed to be Above
Moderate
55615607S 1033 Plum Tree
Ave
BD-CMBR-24-
00783 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 1/7/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 497; SFD
assumed to be Above
Moderate
55615608S 1027 Plum Tree
Ave
BD-CMBR-24-
00784 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 498; SFD
assumed to be Above
Moderate
55615515S 1040 Plum Tree
Ave
BD-CMBR-24-
00785 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 1/8/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 482; SFD
assumed to be Above
Moderate
55615604S 1051 Plum Tree
Ave
BD-CMBR-24-
00786 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 1/15/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 494; SFD
assumed to be Above
Moderate
30943203 4267 Joaquin Ave BD-CMBR-24-
00787 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943202 4275 Joaquin Ave BD-CMBR-24-
00788 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943201 4283 Joaquin Ave BD-CMBR-24-
00789 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943317 4258 Joaquin Ave BD-CMBR-24-
00790 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615402S 1067 Summerset
Ave
BD-CMBR-24-
00812 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 1/8/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 432; SFD
assumed to be Above
Moderate
55615401S 1075 Summerset
Ave
BD-CMBR-24-
00813 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 1/8/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 431; SFD
assumed to be Above
Moderate
55608067S 1054 Summerset
Ave
BD-CMBR-24-
00814 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 10/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 419; SFD
assumed to be Above
Moderate
55608066S 1060 Summerset
Ave
BD-CMBR-24-
00815 SFD O
0 0 0 0 0 0 0 1 4/2/2024 1 0 0 0 0 0 0 1 10/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 418; SFD
assumed to be Above
Moderate
55608065S 1066 Summerset
Ave
BD-CMBR-24-
00817 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 1/6/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 417; SFD
assumed to be Above
Moderate
49933108 1382 Rall Ave BD-CMBR-24-
00822 SFD O 0 0 0 0 0 0 0 1 8/6/2024 1 0 0 NONE Y 0 0 0 0 1 Demolished O 0 0 0 0 SFD assumed to be Above Moderate
55608064S 1072 Summerset
Ave
BD-CMBR-24-
00827 SFD O
0 0 0 0 0 0 0 1 3/19/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 416; SFD
assumed to be Above
Moderate
30944414 4486 Joaquin Ave BD-CMBR-24-
00828 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
56317039 1818 El Paso Ave
B
BD-CMBR-24-
00894 ADU R 0 0 0 0 1 0 0 0 8/26/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55463502 4094 Keats Ave BD-CMBR-24-
00936 SFD O 0 0 0 0 0 0 0 1 3/18/2024 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463501 4084 Keats Ave BD-CMBR-24-
00937 SFD O 0 0 0 0 0 0 0 1 3/18/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340180000 4639 Bellaire Ave BD-CMBR-24-
00978 SFD O 0 0 0 0 0 0 0 1 3/22/2024 1 0 0 0 0 0 0 1 9/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340210000 3299 Escobedo
Ave
BD-CMBR-24-
00982 SFD O 0 0 0 0 0 0 0 1 3/22/2024 1 0 0 0 0 0 0 1 11/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340170000 4629 Bellaire Ave BD-CMBR-24-
01016 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 9/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340220000 3289 Escobedo
Ave
BD-CMBR-24-
01017 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 11/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340230000 3279 Escobedo
Ave
BD-CMBR-24-
01018 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340240000 3269 Escobedo
Ave
BD-CMBR-24-
01019 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340250000 3259 Escobedo
Ave
BD-CMBR-24-
01020 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 10/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340200000 4679 Bellaire Ave BD-CMBR-24-
01022 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 10/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945084 4656 Hampton
Way
BD-CMBR-24-
01023 SFD O 0 0 0 0 0 0 0 1 3/25/2024 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467062 4150 Purvis Ave BD-CMBR-24-
01026 SFD O 0 0 0 0 0 0 0 1 3/28/2024 1 0 0 0 0 0 0 1 9/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124328S 4333 Rialto Ave BD-CMBR-24-
01031 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124327S 4323 Rialto Ave BD-CMBR-24-
01032 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 10/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124326S 4313 Rialto Ave BD-CMBR-24-
01033 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943204S 1543 Richmond
Ave B
BD-CMBR-24-
01034 ADU R
0 0 1 0 0 0 0 0 3/27/2024 1 0 1 0 0 0 0 0 8/22/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 300; ADUs:
30% VL, 30% L, 30%
M 10% AM
55615406S 1035 Summerset
Ave
BD-CMBR-24-
01035 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 1/14/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 436; SFD
assumed to be Above
Moderate
55615405S 1043 Summerset
Ave
BD-CMBR-24-
01036 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 1/9/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 435; SFD
assumed to be Above
Moderate
55615404S 1051 Summerset
Ave
BD-CMBR-24-
01037 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 1/9/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 434; SFD
assumed to be Above
Moderate
55615403S 1059 Summerset
Ave
BD-CMBR-24-
01038 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 1/9/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 433; SFD
assumed to be Above
Moderate
30944411 4468 Joaquin Ave BD-CMBR-24-
01039 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944412 4474 Joaquin Ave BD-CMBR-24-
01040 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944413 4480 Joaquin Ave BD-CMBR-24-
01041 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 10/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463511 4184 Keats Ave BD-CMBR-24-
01042 SFD O 0 0 0 0 0 0 0 1 3/28/2024 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463504 4114 Keats Ave BD-CMBR-24-
01043 SFD O 0 0 0 0 0 0 0 1 3/28/2024 1 0 0 0 0 0 0 1 9/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944221 4469 Joaquin Ave BD-CMBR-24-
01054 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615603S 1057 Plum Tree
Ave
BD-CMBR-24-
01055 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 1/15/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 493; SFD
assumed to be Above
Moderate
55615518S 1058 Plum Tree
Ave
BD-CMBR-24-
01056 SFD O
0 0 0 0 0 0 0 1 4/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 478; SFD
assumed to be Above
Moderate
55615517S 1052 Plum Tree
Ave
BD-CMBR-24-
01057 SFD O
0 0 0 0 0 0 0 1 4/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 479; SFD
assumed to be Above
Moderate
542
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
55615516S 1046 Plum Tree
Ave
BD-CMBR-24-
01058 SFD O
0 0 0 0 0 0 0 1 4/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 481; SFD
assumed to be Above
Moderate
30943320 4282 Joaquin Ave BD-CMBR-24-
01059 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943319 4274 Joaquin Ave BD-CMBR-24-
01060 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943318 4266 Joaquin Ave BD-CMBR-24-
01061 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943504 4224 Sussex Ave BD-CMBR-24-
01062 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943503 4216 Sussex Ave BD-CMBR-24-
01063 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945074 4667 Hampton
Way
BD-CMBR-24-
01067 SFD O 0 0 0 0 0 0 0 1 4/1/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945073 4657 Hampton
Way
BD-CMBR-24-
01068 SFD O 0 0 0 0 0 0 0 1 4/1/2024 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124329S 4343 Rialto Ave BD-CMBR-24-
01073 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943502 4208 Sussex Ave BD-CMBR-24-
01074 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943501 4200 Sussex Ave BD-CMBR-24-
01075 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942101 4347
Buckingham Ave
BD-CMBR-24-
01092 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942102 4337
Buckingham Ave
BD-CMBR-24-
01093 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942103 4327
Buckingham Ave
BD-CMBR-24-
01097 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942104 4317
Buckingham Ave
BD-CMBR-24-
01098 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 12/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942312 4221 Bellaire Ave BD-CMBR-24-
01099 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30942311 4213 Bellaire Ave BD-CMBR-24-
01100 SFD O 0 0 0 0 0 0 0 1 4/9/2024 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946207 3362 Simental
Ave
BD-CMBR-24-
01111 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 9/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-357; SFD
assumed to be Above
Moderate
30946312 4702 Sussex Ave BD-CMBR-24-
01112 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 9/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-343; SFD
assumed to be Above
Moderate
30946313 4712 Sussex Ave BD-CMBR-24-
01113 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/2/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-342; SFD
assumed to be Above
Moderate
30946314 4722 Sussex Ave BD-CMBR-24-
01114 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 9/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-341; SFD
assumed to be Above
Moderate
30946315 4732 Sussex Ave BD-CMBR-24-
01117 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 9/30/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-340; SFD
assumed to be Above
Moderate
30946607 4753 Sussex Ave BD-CMBR-24-
01129 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-360; SFD
assumed to be Above
Moderate
30946608 4743 Sussex Ave BD-CMBR-24-
01130 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-361; SFD
assumed to be Above
Moderate
30946609 4733 Sussex Ave BD-CMBR-24-
01131 SFD O
0 0 0 0 0 0 0 1 4/4/2024 1 0 0 0 0 0 0 1 11/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-362; SFD
assumed to be Above
Moderate
30946316 4742 Sussex Ave BD-CMBR-24-
01132 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-339; SFD
assumed to be Above
Moderate
30946317 4752 Sussex Ave BD-CMBR-24-
01133 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 11/1/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-338; SFD
assumed to be Above
Moderate
30946318 4762 Sussex Ave BD-CMBR-24-
01134 SFD O
0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 10/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-337; SFD
assumed to be Above
Moderate
55943103S 1528 Teague Ave BD-CMBR-24-
01168 SFD O
0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 306; SFD
assumed to be Above
Moderate
56408022 1167 N Holly Ave BD-CMBR-24-
01183 SFD O 0 0 0 0 0 0 0 1 4/3/2024 1 0 0 0 0 0 0 1 12/20/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943404S 1540 Enterprise
Ave
BD-CMBR-24-
01186 SFD O
0 0 0 0 0 0 0 1 4/11/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 237; SFD
assumed to be Above
Moderate
55463507 4144 Keats Ave BD-CMBR-24-
01189 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 9/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943510S 1447 N Fordham
Ave
BD-CMBR-24-
01192 SFD O
0 0 0 0 0 0 0 1 4/11/2024 1 0 0 0 0 0 0 1 10/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 273; SFD
assumed to be Above
Moderate
55467027 1408 Junipero
Ave
BD-CMBR-24-
01227 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 9/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467028 1398 Junipero
Ave
BD-CMBR-24-
01228 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 9/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467029 1388 Junipero
Ave
BD-CMBR-24-
01229 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/8/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467030 1378 Junipero
Ave
BD-CMBR-24-
01230 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467031 1368 Junipero
Ave
BD-CMBR-24-
01231 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467032 1358 Junipero
Ave
BD-CMBR-24-
01232 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467033 1348 Junipero
Ave
BD-CMBR-24-
01233 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467034 1338 Junipero
Ave
BD-CMBR-24-
01234 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467035 1328 Junipero
Ave
BD-CMBR-24-
01235 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467036 1318 Junipero
Ave
BD-CMBR-24-
01236 SFD O 0 0 0 0 0 0 0 1 4/8/2024 1 0 0 0 0 0 0 1 10/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944217 4445 Joaquin Ave BD-CMBR-24-
01253 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 12/17/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944408 4450 Joaquin Ave BD-CMBR-24-
01254 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944219 4457 Joaquin Ave BD-CMBR-24-
01255 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944410 4462 Joaquin Ave BD-CMBR-24-
01256 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944220 4463 Joaquin Ave BD-CMBR-24-
01257 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944216 4439 Joaquin Ave BD-CMBR-24-
01258 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 12/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944409 4456 Joaquin Ave BD-CMBR-24-
01259 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944218 4451 Joaquin Ave BD-CMBR-24-
01260 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467057 4171 Mitchell Ave BD-CMBR-24-
01266 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 8/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466020 4169 Purvis Ave BD-CMBR-24-
01269 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 8/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466025 4150 Cortesia
Ave
BD-CMBR-24-
01270 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466026 1255 Junipero
Ave
BD-CMBR-24-
01272 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466027 1245 Junipero
Ave
BD-CMBR-24-
01273 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/26/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466031 4199 Cortesia
Ave
BD-CMBR-24-
01274 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467060 4170 Purvis Ave BD-CMBR-24-
01287 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466017 1265 Junipero
Ave
BD-CMBR-24-
01291 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466022 1256 Las Rosas
Ave
BD-CMBR-24-
01292 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466023 1246 Las Rosas
Ave
BD-CMBR-24-
01293 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466024 4170 Cortesia
Ave
BD-CMBR-24-
01294 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466028 4139 Cortesia
Ave
BD-CMBR-24-
01295 SFD O 0 0 0 0 0 0 0 1 4/12/2024 1 0 0 0 0 0 0 1 9/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946606 4763 Sussex Ave BD-CMBR-24-
01316 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 10/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-359; SFD
assumed to be Above
Moderate
30946319 4772 Sussex Ave BD-CMBR-24-
01317 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 11/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-336; SFD
assumed to be Above
Moderate
30946320 4782 Sussex Ave BD-CMBR-24-
01318 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-335; SFD
assumed to be Above
Moderate
30946321 4792 Sussex Ave BD-CMBR-24-
01320 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 10/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-355; SFD
assumed to be Above
Moderate
30946322 3385 Lourdes Ave BD-CMBR-24-
01321 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-356; SFD
assumed to be Above
Moderate
30946323 3375 Lourdes Ave BD-CMBR-24-
01322 SFD O
0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-358; SFD
assumed to be Above
Moderate
49104110 336 N Phillip Ave
B
BD-CMBR-24-
01324 ADU R 0 0 0 0 1 0 0 0 7/31/2024 1 0 0 0 1 0 0 0 12/3/2024 1 0 SB 9 (2021) - Duplex in SF Zone Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49104110 346 N Phillip Ave
B
BD-CMBR-24-
01325 ADU R 0 0 0 0 1 0 0 0 7/31/2024 1 0 0 SB 9 (2021) - Duplex in SF Zone Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55934013 1753 N Burl Ave B BD-CMBR-24-
01326 ADU R 0 0 0 0 1 0 0 0 5/23/2024 1 0 0 0 1 0 0 0 8/16/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
57124323S 4283 Rialto Ave BD-CMBR-24-
01343 SFD O 0 0 0 0 0 0 0 1 5/1/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124324S 4293 Rialto Ave BD-CMBR-24-
01344 SFD O 0 0 0 0 0 0 0 1 5/1/2024 1 0 0 0 0 0 0 1 11/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124325S 4303 Rialto Ave BD-CMBR-24-
01345 SFD O 0 0 0 0 0 0 0 1 5/1/2024 1 0 0 0 0 0 0 1 11/5/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943505 4232 Sussex Ave BD-CMBR-24-
01346 SFD O 0 0 0 0 0 0 0 1 5/1/2024 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943506 4240 Sussex Ave BD-CMBR-24-
01347 SFD O 0 0 0 0 0 0 0 1 5/1/2024 1 0 0 0 0 0 0 1 12/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615601S 1069 Plum Tree
Ave
BD-CMBR-24-
01348 SFD O
0 0 0 0 0 0 0 1 5/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 491; SFD
assumed to be Above
Moderate
55943102S 1518 Teague Ave
B
BD-CMBR-24-
01373 ADU R
0 0 0 0 1 0 0 0 4/23/2024 1 0 0 0 1 0 0 0 10/28/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 307; ADUs:
30% VL, 30% L, 30%
M 10% AM
55615602S 1063 Plum Tree
Ave
BD-CMBR-24-
01381 SFD O
0 0 0 0 0 0 0 1 5/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 492; SFD
assumed to be Above
Moderate
30945081 4626 Hampton
Way
BD-CMBR-24-
01392 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945082 4636 Hampton
Way
BD-CMBR-24-
01393 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945083 4646 Hampton
Way
BD-CMBR-24-
01395 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/15/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340290000 4647 Hampton
Ave
BD-CMBR-24-
01397 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945071 4637 Hampton
Way
BD-CMBR-24-
01399 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945070 4627 Hampton
Way
BD-CMBR-24-
01400 SFD O 0 0 0 0 0 0 0 1 4/23/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943307S 1555 Quincy Ave BD-CMBR-24-
01403 SFD O
0 0 0 0 0 0 0 1 4/26/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 284; SFD
assumed to be Above
Moderate
56010017 1782 N Caesar
Ave B
BD-CMBR-24-
01405 ADU R 0 0 0 0 0 0 1 0 11/1/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55463217 4086 Twain Ave BD-CMBR-24-
01406 SFD O 0 0 0 0 0 0 0 1 4/19/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466016 1267 Las Rosas
Ave
BD-CMBR-24-
01409 SFD O 0 0 0 0 0 0 0 1 4/19/2024 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943102S 1518 Teague Ave BD-CMBR-24-
01442 SFD O
0 0 0 0 0 0 0 1 4/26/2024 1 0 0 0 0 0 0 1 10/28/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 307; SFD
assumed to be Above
Moderate
49939416 1776 Fairmont
Ave B
BD-CMBR-24-
01443 ADU R 0 0 0 0 1 0 0 0 8/20/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30946506 4761 Joaquin Ave BD-CMBR-24-
01459 SFD O
0 0 0 0 0 0 0 1 5/6/2024 1 0 0 0 0 0 0 1 10/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-400; SFD
assumed to be Above
Moderate
55009402 2548 Los Altos
Ave B
BD-CMBR-24-
01518 ADU R 0 0 0 0 0 0 1 0 10/21/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30942105 4307
Buckingham Ave
BD-CMBR-24-
01531 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 12/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944215 4433 Joaquin Ave BD-CMBR-24-
01535 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/7/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944407 4444 Joaquin Ave BD-CMBR-24-
01537 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 12/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944406 4438 Joaquin Ave BD-CMBR-24-
01539 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944405 4432 Joaquin Ave BD-CMBR-24-
01541 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124425S 2744 Frontera Ave BD-CMBR-24-
01543 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615407S 1027 Summerset
Ave
BD-CMBR-24-
01544 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/14/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 437; SFD
assumed to be Above
Moderate
57124320S 4253 Rialto Ave BD-CMBR-24-
01545 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 11/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615408S 1019 Summerset
Ave
BD-CMBR-24-
01546 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/14/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 438; SFD
assumed to be Above
Moderate
57124321S 4263 Rialto Ave BD-CMBR-24-
01547 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615409S 1011 Summerset
Ave
BD-CMBR-24-
01548 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 439; SFD
assumed to be Above
Moderate
55615410S 1003 Summerset
Ave
BD-CMBR-24-
01549 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 440; SFD
assumed to be Above
Moderate
57124322S 4273 Rialto Ave BD-CMBR-24-
01550 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124424S 2764 Frontera Ave BD-CMBR-24-
01553 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 12/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615506S 1029 Springtime
Ave
BD-CMBR-24-
01556 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 469; SFD
assumed to be Above
Moderate
55615507S 1023 Springtime
Ave
BD-CMBR-24-
01557 SFD O
0 0 0 0 0 0 0 1 5/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 470; SFD
assumed to be Above
Moderate
55615508S 1017 Springtime
Ave
BD-CMBR-24-
01558 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 471; SFD
assumed to be Above
Moderate
55615509S 1011 Springtime
Ave
BD-CMBR-24-
01559 SFD O
0 0 0 0 0 0 0 1 5/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 472; SFD
assumed to be Above
Moderate
55466014 1247 Las Rosas
Ave
BD-CMBR-24-
01572 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 10/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466015 1257 Las Rosas
Ave
BD-CMBR-24-
01573 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467001 1277 Las Rosas
Ave
BD-CMBR-24-
01574 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 10/24/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55467002 1287 Las Rosas
Ave
BD-CMBR-24-
01575 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 11/18/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466021 1266 Las Rosas
Ave
BD-CMBR-24-
01576 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466029 4159 Cortesia
Ave
BD-CMBR-24-
01577 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 11/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466030 4179 Cortesia
Ave
BD-CMBR-24-
01578 SFD O 0 0 0 0 0 0 0 1 5/7/2024 1 0 0 0 0 0 0 1 11/7/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
41053105 455 W Fremont
Ave
BD-CMBR-24-
01579 SFD O
0 0 0 0 0 0 0 1 5/7/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 2; SFD
assumed to be Above
Moderate
30943310 4209 Sussex Ave BD-CMBR-24-
01581 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/2/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943309 4217 Sussex Ave BD-CMBR-24-
01582 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
543
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
30943308 4225 Sussex Ave BD-CMBR-24-
01586 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943307 4233 Sussex Ave BD-CMBR-24-
01587 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/13/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943509 4264 Sussex Ave BD-CMBR-24-
01588 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/13/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943508 4256 Sussex Ave BD-CMBR-24-
01589 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/13/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943507 4248 Sussex Ave BD-CMBR-24-
01590 SFD O 0 0 0 0 0 0 0 1 5/21/2024 1 0 0 0 0 0 0 1 1/13/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55941022S 1795 N Renn Ave BD-CMBR-24-
01595 SFD O
0 0 0 0 0 0 0 1 5/8/2024 1 0 0 0 0 0 0 1 10/31/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 320; SFD
assumed to be Above
Moderate
55463303 4096 Poe Ave BD-CMBR-24-
01649 SFD O
0 0 0 0 0 0 0 1 5/13/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-639; SFD
assumed to be Above
Moderate
55463305 4116 Poe Ave BD-CMBR-24-
01650 SFD O
0 0 0 0 0 0 0 1 5/13/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-637; SFD
assumed to be Above
Moderate
55463503 4104 Keats Ave BD-CMBR-24-
01651 SFD O 0 0 0 0 0 0 0 1 5/13/2024 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463106 4016 Poe Ave BD-CMBR-24-
01654 SFD O 0 0 0 0 0 0 0 1 5/13/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463218 4096 Twain Ave BD-CMBR-24-
01659 SFD O 0 0 0 0 0 0 0 1 5/13/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463216 4076 Twain Ave BD-CMBR-24-
01661 SFD O 0 0 0 0 0 0 0 1 5/13/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124423S 2784 Frontera Ave BD-CMBR-24-
01715 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124426S 2743 Highland
Ave
BD-CMBR-24-
01716 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 0 0 0 0 1 1/16/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124427S 2763 Highland
Ave
BD-CMBR-24-
01717 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 0 0 0 0 1 1/8/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124428S 2783 Highland
Ave
BD-CMBR-24-
01718 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 0 0 0 0 1 1/10/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615327S 2324 N Phillip Ave BD-CMBR-24-
01719 SFD O
0 0 0 0 0 0 0 1 5/31/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 456; SFD
assumed to be Above
Moderate
55615328S 2316 N Phillip Ave BD-CMBR-24-
01720 SFD O
0 0 0 0 0 0 0 1 5/31/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 444; SFD
assumed to be Above
Moderate
55615329S 2308 N Phillip Ave BD-CMBR-24-
01722 SFD O
0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 441; SFD
assumed to be Above
Moderate
55615330S 2300 N Phillip Ave BD-CMBR-24-
01724 SFD O
0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 427; SFD
assumed to be Above
Moderate
30943510 4272 Sussex Ave BD-CMBR-24-
01725 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943511 4280 Sussex Ave BD-CMBR-24-
01726 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943512 4288 Sussex Ave BD-CMBR-24-
01727 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943303 4265 Sussex Ave BD-CMBR-24-
01728 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943304 4257 Sussex Ave BD-CMBR-24-
01736 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943305 4249 Sussex Ave BD-CMBR-24-
01737 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943306 4241 Sussex Ave BD-CMBR-24-
01738 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944213 4421 Joaquin Ave BD-CMBR-24-
01739 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 0 0 0 0 1 1/7/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944214 4427 Joaquin Ave BD-CMBR-24-
01740 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 0 0 0 0 1 1/7/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944404 4426 Joaquin Ave BD-CMBR-24-
01741 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 0 0 0 0 1 1/14/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944403 4420 Joaquin Ave BD-CMBR-24-
01742 SFD O 0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615503S 1047 Springtime
Ave
BD-CMBR-24-
01743 SFD O
0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 466; SFD
assumed to be Above
Moderate
55615504S 1041 Springtime
Ave
BD-CMBR-24-
01745 SFD O
0 0 0 0 0 0 0 1 5/30/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 467; SFD
assumed to be Above
Moderate
55615505S 1035 Springtime
Ave
BD-CMBR-24-
01746 SFD O
0 0 0 0 0 0 0 1 5/31/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 468; SFD
assumed to be Above
Moderate
57124317S 4223 Rialto Ave BD-CMBR-24-
01761 SFD O 0 0 0 0 0 0 0 1 6/4/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124318S 4233 Rialto Ave BD-CMBR-24-
01762 SFD O 0 0 0 0 0 0 0 1 6/4/2024 1 0 0 0 0 0 0 1 1/22/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
57124319S 4243 Rialto Ave BD-CMBR-24-
01763 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 0 0 0 0 1 1/2/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943301 4281 Sussex Ave BD-CMBR-24-
01764 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30943302 4273 Sussex Ave BD-CMBR-24-
01765 SFD O 0 0 0 0 0 0 0 1 6/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49112034S 54 N Randy Ave B BD-CMBR-24-
01766 ADU R 0 0 0 0 0 0 1 0 9/18/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55463508 4154 Keats Ave BD-CMBR-24-
01782 SFD O 0 0 0 0 0 0 0 1 5/22/2024 1 0 0 0 0 0 0 1 11/4/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463213 4067 Poe Ave BD-CMBR-24-
01783 SFD O 0 0 0 0 0 0 0 1 5/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463215 4047 Poe Ave BD-CMBR-24-
01784 SFD O 0 0 0 0 0 0 0 1 5/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463302 4076 Poe Ave BD-CMBR-24-
01785 SFD O
0 0 0 0 0 0 0 1 5/22/2024 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-640; SFD
assumed to be Above
Moderate
30944401 4408 Joaquin Ave BD-CMBR-24-
01872 SFD O 0 0 0 0 0 0 0 1 6/18/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944402 4414 Joaquin Ave BD-CMBR-24-
01873 SFD O 0 0 0 0 0 0 0 1 6/18/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944212 4415 Joaquin Ave BD-CMBR-24-
01874 SFD O 0 0 0 0 0 0 0 1 6/18/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340260000 3249 Escobedo
Ave
BD-CMBR-24-
01913 SFD O 0 0 0 0 0 0 0 1 6/11/2024 1 0 0 0 0 0 0 1 10/25/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463304 4106 Poe Ave BD-CMBR-24-
01915 SFD O
0 0 0 0 0 0 0 1 6/5/2024 1 0 0 0 0 0 0 1 12/6/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-638; SFD
assumed to be Above
Moderate
55463306 4126 Poe Ave BD-CMBR-24-
01916 SFD O
0 0 0 0 0 0 0 1 6/5/2024 1 0 0 0 0 0 0 1 11/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-636; SFD
assumed to be Above
Moderate
49115353 1481 Gibson Ave
B
BD-CMBR-24-
01929 ADU R 0 0 0 0 0 0 1 0 11/15/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55463212 4077 Poe Ave BD-CMBR-24-
01931 SFD O 0 0 0 0 0 0 0 1 6/5/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615326S 2332 N Phillip Ave BD-CMBR-24-
01956 SFD O
0 0 0 0 0 0 0 1 6/18/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 459; SFD
assumed to be Above
Moderate
55943323S 1455 N Purdue
Ave
BD-CMBR-24-
01983 SFD O
0 0 0 0 0 0 0 1 6/14/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 276; SFD
assumed to be Above
Moderate
55942019S 1740 Trenton Ave BD-CMBR-24-
02020 SFD O
0 0 0 0 0 0 0 1 6/14/2024 1 0 0 0 0 0 0 1 12/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 310; SFD
assumed to be Above
Moderate
55942019S 1740 Trenton Ave
B
BD-CMBR-24-
02038 ADU R
0 0 0 0 1 0 0 0 6/14/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 310; ADUs:
30% VL, 30% L, 30%
M 10% AM
TM6340330000 3247 Escalante
Ave
BD-CMBR-24-
02049 SFD O 0 0 0 0 0 0 0 1 6/18/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340120000 3266 Escalante
Ave
BD-CMBR-24-
02053 SFD O 0 0 0 0 0 0 0 1 6/18/2024 1 0 0 0 0 0 0 1 12/11/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340110000 3256 Escalante
Ave
BD-CMBR-24-
02054 SFD O 0 0 0 0 0 0 0 1 6/25/2024 1 0 0 0 0 0 0 1 12/16/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340100000 3246 Escalante
Ave
BD-CMBR-24-
02059 SFD O 0 0 0 0 0 0 0 1 6/25/2024 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340090000 3236 Escalante
Ave
BD-CMBR-24-
02060 SFD O 0 0 0 0 0 0 0 1 6/27/2024 1 0 0 0 0 0 0 1 12/12/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943203S 1548 Teague Ave BD-CMBR-24-
02065 SFD O
0 0 0 0 0 0 0 1 6/14/2024 1 0 0 0 0 0 0 1 12/3/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 305; SFD
assumed to be Above
Moderate
55463214 4057 Poe Ave BD-CMBR-24-
02067 SFD O 0 0 0 0 0 0 0 1 6/20/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943308S 1456 N Fordham
Ave
BD-CMBR-24-
02068 SFD O
0 0 0 0 0 0 0 1 6/21/2024 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 283; SFD
assumed to be Above
Moderate
55943203S 1548 Teague Ave
B
BD-CMBR-24-
02069 ADU R
0 0 0 0 1 0 0 0 6/19/2024 1 0 0 0 1 0 0 0 12/3/2024 1 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: 305; ADUs:
30% VL, 30% L, 30%
M 10% AM
30946605 4760 Joaquin Ave BD-CMBR-24-
02137 SFD O
0 0 0 0 0 0 0 1 7/11/2024 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-379; SFD
assumed to be Above
Moderate
30946401 3355 Lourdes Ave BD-CMBR-24-
02138 SFD O
0 0 0 0 0 0 0 1 7/11/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-476; SFD
assumed to be Above
Moderate
30946402 3345 Lourdes Ave BD-CMBR-24-
02139 SFD O
0 0 0 0 0 0 0 1 7/11/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-393; SFD
assumed to be Above
Moderate
55851008 3056 Lester Ave BD-CMBR-24-
02199 SFD O 0 0 0 0 0 0 0 1 7/25/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466008 1187 Las Rosas
Ave
BD-CMBR-24-
02225 SFD O 0 0 0 0 0 0 0 1 6/27/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466009 1197 Las Rosas
Ave
BD-CMBR-24-
02226 SFD O 0 0 0 0 0 0 0 1 6/27/2024 1 0 0 0 0 0 0 1 11/19/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466010 1207 Las Rosas
Ave
BD-CMBR-24-
02227 SFD O 0 0 0 0 0 0 0 1 6/27/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55615413S 1016 Springtime
Ave
BD-CMBR-24-
02290 SFD O
0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 452; SFD
assumed to be Above
Moderate
55615412S 1010 Springtime
Ave
BD-CMBR-24-
02291 SFD O
0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 453; SFD
assumed to be Above
Moderate
55615411S 1004 Springtime
Ave
BD-CMBR-24-
02292 SFD O
0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 454; SFD
assumed to be Above
Moderate
55615325S 2340 N Phillip Ave BD-CMBR-24-
02293 SFD O
0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 461; SFD
assumed to be Above
Moderate
55615324S 2348 N Phillip Ave BD-CMBR-24-
02294 SFD O
0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 474; SFD
assumed to be Above
Moderate
30944501 3382 Amistad Ave BD-CMBR-24-
02296 SFD O 0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944211 4409 Joaquin Ave BD-CMBR-24-
02297 SFD O 0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944210 3342 Amistad Ave BD-CMBR-24-
02298 SFD O 0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944209 3352 Amistad Ave BD-CMBR-24-
02299 SFD O 0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944208 3362 Amistad Ave BD-CMBR-24-
02300 SFD O 0 0 0 0 0 0 0 1 7/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466001 4167 Clavel Ave BD-CMBR-24-
02301 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 12/10/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466006 1167 Las Rosas
Ave
BD-CMBR-24-
02302 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 11/14/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466007 1177 Las Rosas
Ave
BD-CMBR-24-
02303 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 11/21/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466011 1217 Las Rosas
Ave
BD-CMBR-24-
02304 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 1/6/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466013 1237 Las Rosas
Ave
BD-CMBR-24-
02305 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 11/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466032 4198 Clavel Ave BD-CMBR-24-
02306 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466033 4188 Clavel Ave BD-CMBR-24-
02307 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466034 4178 Clavel Ave BD-CMBR-24-
02308 SFD O 0 0 0 0 0 0 0 1 7/2/2024 1 0 0 0 0 0 0 1 11/13/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55465519 4010 San Jose
Ave
BD-CMBR-24-
02341 SFD O
0 0 0 0 0 0 0 1 7/9/2024 1 0 0 0 0 0 0 1 12/9/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-578; SFD
assumed to be Above
Moderate
55465601 4029 San Jose
Ave
BD-CMBR-24-
02342 SFD O
0 0 0 0 0 0 0 1 7/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-585; SFD
assumed to be Above
Moderate
55463208 4117 Poe Ave BD-CMBR-24-
02343 SFD O
0 0 0 0 0 0 0 1 7/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-651; SFD
assumed to be Above
Moderate
55463210 4087 Poe Ave BD-CMBR-24-
02344 SFD O
0 0 0 0 0 0 0 1 7/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-653; SFD
assumed to be Above
Moderate
55466012 1227 Las Rosas
Ave
BD-CMBR-24-
02352 SFD O 0 0 0 0 0 0 0 1 7/9/2024 1 0 0 0 0 0 0 1 11/22/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945033 4759 Bellaire Ave BD-CMBR-24-
02389 SFD O
0 0 0 0 0 0 0 1 7/22/2024 1 0 0 0 0 0 0 1 1/13/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-432; SFD
assumed to be Above
Moderate
TM6340320000 3257 Escalante
Ave
BD-CMBR-24-
02411 SFD O 0 0 0 0 0 0 0 1 7/12/2024 1 0 0 0 0 0 0 1 11/20/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49217319 848 Third St B BD-CMBR-24-
02414 ADU R 0 0 0 0 1 0 0 0 8/27/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
49218205 1160 Third St C BD-CMBR-24-
02468 ADU R 0 0 0 0 0 0 1 0 9/17/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
PM220801000 854 Woodworth
Ave B
BD-CMBR-24-
02516 ADU R 0 0 0 0 0 0 0 1 12/11/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
30946405 3315 Lourdes Ave BD-CMBR-24-
02525 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-417; SFD
assumed to be Above
Moderate
30946406 3305 Lourdes Ave BD-CMBR-24-
02526 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-429; SFD
assumed to be Above
Moderate
30945040 3295 Lourdes Ave BD-CMBR-24-
02527 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 0 0 0 0 1 12/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-430; SFD
assumed to be Above
Moderate
30945041 3285 Lourdes Ave BD-CMBR-24-
02536 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 0 0 0 0 1 1/22/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-437; SFD
assumed to be Above
Moderate
30945032 4766 Hampton
Way
BD-CMBR-24-
02538 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-441; SFD
assumed to be Above
Moderate
30945019 4767 Hampton
Way
BD-CMBR-24-
02539 SFD O
0 0 0 0 0 0 0 1 7/24/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-451; SFD
assumed to be Above
Moderate
49211216 245 Minnewawa
Ave C
BD-CMBR-24-
02548 ADU R 0 0 0 0 0 0 1 0 11/13/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55463109 4046 Poe Ave BD-CMBR-24-
02551 SFD O 0 0 0 0 0 0 0 1 7/23/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463108 4036 Poe Ave BD-CMBR-24-
02552 SFD O 0 0 0 0 0 0 0 1 7/23/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55463107 4026 Poe Ave BD-CMBR-24-
02553 SFD O 0 0 0 0 0 0 0 1 7/23/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943108S 1474 N Purdue
Ave
BD-CMBR-24-
02577 SFD O
0 0 0 0 0 0 0 1 8/7/2024 1 0 0 0 0 0 0 1 1/14/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 286; SFD
assumed to be Above
Moderate
55941023S 1785 N Renn Ave BD-CMBR-24-
02578 SFD O
0 0 0 0 0 0 0 1 8/7/2024 1 0 0 0 0 0 0 1 1/10/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 319; SFD
assumed to be Above
Moderate
55613007S 2168 N Russell
Ave
BD-CMBR-24-
02709 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 700; SFD
assumed to be Above
Moderate
55613035S 2089 N Russell
Ave
BD-CMBR-24-
02710 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 684; SFD
assumed to be Above
Moderate
55613011S 2088 N Russell
Ave
BD-CMBR-24-
02711 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 667; SFD
assumed to be Above
Moderate
55613010S 2108 N Russell
Ave
BD-CMBR-24-
02712 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 674; SFD
assumed to be Above
Moderate
55613009S 2128 N Russell
Ave
BD-CMBR-24-
02713 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 685; SFD
assumed to be Above
Moderate
544
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting
Year 2024
(Jan. 1 - Dec.
31) Housing Element Implementation Cells in grey contain auto-calculation formulas Planning
Period 6th Cycle 12/31/2023 12/31/2031
Note: "+" indicates an optional field
55613008S 2148 N Russell
Ave
BD-CMBR-24-
02714 SFD O
0 0 0 0 0 0 0 1 8/1/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 686; SFD
assumed to be Above
Moderate
30946403 3335 Lourdes Ave BD-CMBR-24-
02746 SFD O
0 0 0 0 0 0 0 1 8/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-398; SFD
assumed to be Above
Moderate
49713126 1130 Woodworth
Ave
BD-CMBR-24-
02781 SFD O
0 0 0 0 0 0 0 1 12/17/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: CC-PA-8-12;
SFD assumed to be
Above Moderate
49713126 1130 Woodworth
Ave B
BD-CMBR-24-
02782 ADU R
0 0 0 0 0 0 0 1 12/17/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 Site ID: CC-PA-8-12;
ADUs: 30% VL, 30%
L 30% M 10% AM
55213101 2413 San Gabriel
Ave B
BD-CMBR-24-
02794 ADU R 0 0 0 0 1 0 0 0 8/19/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55702144 2064 N Brindac
Ln
BD-CMBR-24-
02799 SFD O
0 0 0 0 0 0 0 1 8/26/2024 1 0 0 NONE N 0 0 0 0 1 Demolished O 0 0 0 0 Site ID: A-2; SFD
assumed to be Above
Moderate
49117314 1561 Fifth St B BD-CMBR-24-
02804 ADU R 0 0 0 0 0 0 0 1 12/16/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55702144 2070 N Brindac
Ln
BD-CMBR-24-
02810 SFD O
0 0 0 0 0 0 0 1 8/26/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: A-2; SFD
assumed to be Above
Moderate
55702144 2076 N Brindac
Ln
BD-CMBR-24-
02811 SFD O
0 0 0 0 0 0 0 1 8/26/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: A-2; SFD
assumed to be Above
Moderate
55461011S 3838 Portals Ave BD-CMBR-24-
02813 SFD O 0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49117114 1469 Fifth St B BD-CMBR-24-
02814 ADU R 0 0 0 0 0 0 1 0 11/14/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55538901 4007 Santa Ana
Ave
BD-CMBR-24-
02817 SFD O 0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55613053S 2079 N Russell
Ave
BD-CMBR-24-
02819 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 673; SFD
assumed to be Above
Moderate
55538902 4017 Santa Ana
Ave
BD-CMBR-24-
02820 SFD O 0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55538903 4027 Santa Ana
Ave
BD-CMBR-24-
02821 SFD O 0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55539401 4037 Santa Ana
Ave
BD-CMBR-24-
02822 SFD O 0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55539402 4047 Santa Ana
Ave
BD-CMBR-24-
02823 SFD O 0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55613052S 2069 N Russell
Ave
BD-CMBR-24-
02824 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 672; SFD
assumed to be Above
Moderate
55613051S 1301 Vintage Ave BD-CMBR-24-
02827 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 662; SFD
assumed to be Above
Moderate
55613037S 1260 Bloom Ave BD-CMBR-24-
02828 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 682; SFD
assumed to be Above
Moderate
55613036S 1240 Bloom Ave BD-CMBR-24-
02830 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 683; SFD
assumed to be Above
Moderate
55613016S 2038 N Russell
Ave
BD-CMBR-24-
02833 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 647; SFD
assumed to be Above
Moderate
55613015S 2048 N Russell
Ave
BD-CMBR-24-
02834 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 650; SFD
assumed to be Above
Moderate
55613014S 2058 N Russell
Ave
BD-CMBR-24-
02836 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 656; SFD
assumed to be Above
Moderate
55613013S 2068 N Russell
Ave
BD-CMBR-24-
02837 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 658; SFD
assumed to be Above
Moderate
55613012S 2078 N Russell
Ave
BD-CMBR-24-
02838 SFD O
0 0 0 0 0 0 0 1 8/28/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 661; SFD
assumed to be Above
Moderate
49117114 1469 Fifth St C BD-CMBR-24-
02846 ADU R 0 0 0 0 0 0 1 0 11/14/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
TM6340080000 3226 Escalante
Ave
BD-CMBR-24-
02860 SFD O 0 0 0 0 0 0 0 1 8/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340070000 3216 Escalante
Ave
BD-CMBR-24-
02861 SFD O 0 0 0 0 0 0 0 1 8/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340060000 4615
Buckingham Ave
BD-CMBR-24-
02862 SFD O 0 0 0 0 0 0 0 1 8/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340050000 4625
Buckingham Ave
BD-CMBR-24-
02871 SFD O 0 0 0 0 0 0 0 1 9/5/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340040000 4635
Buckingham Ave
BD-CMBR-24-
02926 SFD O 0 0 0 0 0 0 0 1 8/29/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30946505 4758 Bellaire Ave BD-CMBR-24-
02954 SFD O
0 0 0 0 0 0 0 1 8/26/2024 1 0 0 0 0 0 0 1 12/27/2024 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-418; SFD
assumed to be Above
Moderate
55943501S 1560 Enterprise
Ave
BD-CMBR-24-
02964 SFD O
0 0 0 0 0 0 0 1 9/11/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 236; SFD
assumed to be Above
Moderate
55943502S 1580 Enterprise
Ave
BD-CMBR-24-
03033 SFD O
0 0 0 0 0 0 0 1 9/11/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 235; SFD
assumed to be Above
Moderate
TM6340340000 3237 Escalante
Ave
BD-CMBR-24-
03079 SFD O 0 0 0 0 0 0 0 1 9/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340350000 3227 Escalante
Ave
BD-CMBR-24-
03086 SFD O 0 0 0 0 0 0 0 1 9/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM6340360000 4644
Buckingham Ave
BD-CMBR-24-
03087 SFD O 0 0 0 0 0 0 0 1 9/9/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55539403 4057 Santa Ana
Ave
BD-CMBR-24-
03100 SFD O 0 0 0 0 0 0 0 1 9/4/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540621 4004 Alamos Ave BD-CMBR-24-
03101 SFD O 0 0 0 0 0 0 0 1 9/4/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540620 4014 Alamos Ave BD-CMBR-24-
03102 SFD O 0 0 0 0 0 0 0 1 9/4/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944504 4412 Sussex Ave BD-CMBR-24-
03115 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944503 4406 Sussex Ave BD-CMBR-24-
03116 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944502 3392 Amistad Ave BD-CMBR-24-
03117 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944505 4418 Sussex Ave BD-CMBR-24-
03132 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55614007S 1364 Pioneer Ave BD-CMBR-24-
03150 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 715; SFD
assumed to be Above
Moderate
55614008S 1354 Pioneer Ave BD-CMBR-24-
03154 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 716; SFD
assumed to be Above
Moderate
55615416S 1034 Springtime
Ave
BD-CMBR-24-
03159 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 449; SFD
assumed to be Above
Moderate
55615415S 1028 Springtime
Ave
BD-CMBR-24-
03160 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 450; SFD
assumed to be Above
Moderate
55615414S 1022 Springtime
Ave
BD-CMBR-24-
03161 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 451; SFD
assumed to be Above
Moderate
55540619 4024 Alamos Ave BD-CMBR-24-
03166 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540618 4034 Alamos Ave BD-CMBR-24-
03171 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540617 4044 Alamos Ave BD-CMBR-24-
03172 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540616 4054 Alamos Ave BD-CMBR-24-
03173 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55540615 4064 Alamos Ave BD-CMBR-24-
03174 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55232001 2418 Rall Ave B BD-CMBR-24-
03189 ADU R 0 0 0 0 0 0 0 1 11/20/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55614009S 1334 Pioneer Ave BD-CMBR-24-
03195 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 710; SFD
assumed to be Above
Moderate
55614010S 2018 N Russell
Ave
BD-CMBR-24-
03196 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 711; SFD
assumed to be Above
Moderate
55614011S 2028 N Russell
Ave
BD-CMBR-24-
03197 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 643; SFD
assumed to be Above
Moderate
55613041S 1340 Bloom Ave BD-CMBR-24-
03198 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 678; SFD
assumed to be Above
Moderate
55613040S 1330 Bloom Ave BD-CMBR-24-
03210 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 679; SFD
assumed to be Above
Moderate
55613039S 1310 Bloom Ave BD-CMBR-24-
03212 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 680; SFD
assumed to be Above
Moderate
55613038S 1280 Bloom Ave BD-CMBR-24-
03213 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 681; SFD
assumed to be Above
Moderate
55615417S 1040 Springtime
Ave
BD-CMBR-24-
03215 SFD O
0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 448; SFD
assumed to be Above
Moderate
30944506 4424 Sussex Ave BD-CMBR-24-
03216 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944417 4419 Sussex Ave BD-CMBR-24-
03217 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944416 4413 Sussex Ave BD-CMBR-24-
03218 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30944415 4407 Sussex Ave BD-CMBR-24-
03219 SFD O 0 0 0 0 0 0 0 1 10/3/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55943115S 1404 N Purdue
Ave
BD-CMBR-24-
03292 SFD O
0 0 0 0 0 0 0 1 10/17/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 249; SFD
assumed to be Above
Moderate
55613017S 1219 Bloom Ave BD-CMBR-24-
03326 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 699; SFD
assumed to be Above
Moderate
55613018S 1229 Bloom Ave BD-CMBR-24-
03327 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 698; SFD
assumed to be Above
Moderate
55613029S 2183 N Duke Ave BD-CMBR-24-
03328 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 687; SFD
assumed to be Above
Moderate
55613030S 2173 N Duke Ave BD-CMBR-24-
03329 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 675; SFD
assumed to be Above
Moderate
55613031S 2153 N Duke Ave BD-CMBR-24-
03330 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 665; SFD
assumed to be Above
Moderate
55613032S 2143 N Duke Ave BD-CMBR-24-
03331 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 659; SFD
assumed to be Above
Moderate
55613033S 2133 N Duke Ave BD-CMBR-24-
03332 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 657; SFD
assumed to be Above
Moderate
55537301 4072 Rialto Ave BD-CMBR-24-
03333 SFD O 0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55537321 4085 Pico Ave BD-CMBR-24-
03334 SFD O 0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55537320 4095 Pico Ave BD-CMBR-24-
03337 SFD O 0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
49211309 282 Oxford Ave C BD-CMBR-24-
03338 ADU R 0 0 0 0 0 0 1 0 11/14/2024 1 0 0 NONE Y 0 0 0 0 0 0 0 0 0 0 0 ADUs: 30% VL, 30% L 30% M 10% AM
55613050S 1311 Vintage Ave BD-CMBR-24-
03347 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 670; SFD
assumed to be Above
Moderate
55613049S 1321 Vintage Ave BD-CMBR-24-
03348 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 671; SFD
assumed to be Above
Moderate
55613043S 1370 Bloom Ave BD-CMBR-24-
03350 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 676; SFD
assumed to be Above
Moderate
55613042S 1360 Bloom Ave BD-CMBR-24-
03352 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 677; SFD
assumed to be Above
Moderate
55537323 4065 Pico Ave BD-CMBR-24-
03356 SFD O 0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55537322 4075 Pico Ave BD-CMBR-24-
03357 SFD O 0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466002 4177 Clavel Ave BD-CMBR-24-
03372 SFD O 0 0 0 0 0 0 0 1 9/25/2024 1 0 0 0 0 0 0 1 1/3/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466003 4187 Clavel Ave BD-CMBR-24-
03373 SFD O 0 0 0 0 0 0 0 1 9/25/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466004 4197 Clavel Ave BD-CMBR-24-
03374 SFD O 0 0 0 0 0 0 0 1 9/25/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55466005 1176 Las Rosas
Ave
BD-CMBR-24-
03375 SFD O 0 0 0 0 0 0 0 1 9/25/2024 1 0 0 0 0 0 0 1 1/22/2025 1 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945042 3275 Lourdes Ave BD-CMBR-24-
03389 SFD O
0 0 0 0 0 0 0 1 10/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-439; SFD
assumed to be Above
Moderate
30945043 3265 Lourdes Ave BD-CMBR-24-
03390 SFD O
0 0 0 0 0 0 0 1 10/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-446; SFD
assumed to be Above
Moderate
30945044 3255 Lourdes Ave BD-CMBR-24-
03396 SFD O
0 0 0 0 0 0 0 1 10/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-448; SFD
assumed to be Above
Moderate
30946404 3325 Lourdes Ave BD-CMBR-24-
03424 SFD O
0 0 0 0 0 0 0 1 10/2/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: LV-412; SFD
assumed to be Above
Moderate
55615203S 2270 N Marion
Ave
BD-CMBR-24-
03503 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 458; SFD
assumed to be Above
Moderate
55615202S 2278 N Marion
Ave
BD-CMBR-24-
03504 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 463; SFD
assumed to be Above
Moderate
55615201S 2286 N Marion
Ave
BD-CMBR-24-
03505 SFD O
0 0 0 0 0 0 0 1 10/8/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 476; SFD
assumed to be Above
Moderate
30945061 4665
Buckingham Ave
BD-CMBR-24-
03533 SFD O 0 0 0 0 0 0 0 1 10/15/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945059 4645
Buckingham Ave
BD-CMBR-24-
03534 SFD O 0 0 0 0 0 0 0 1 10/15/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
30945060 4655
Buckingham Ave
BD-CMBR-24-
03535 SFD O 0 0 0 0 0 0 0 1 10/15/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55608044S 2207 N Phillip Ave BD-CMBR-24-
03552 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 388; SFD
assumed to be Above
Moderate
55608043S 1007 Heirloom
Ave
BD-CMBR-24-
03565 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 387; SFD
assumed to be Above
Moderate
55608042S 1027 Heirloom
Ave
BD-CMBR-24-
03566 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 386; SFD
assumed to be Above
Moderate
55608041S 1047 Heirloom
Ave
BD-CMBR-24-
03567 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 385; SFD
assumed to be Above
Moderate
55617105S 1067 Heirloom
Ave
BD-CMBR-24-
03568 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 384; SFD
assumed to be Above
Moderate
55617104S 1087 Heirloom
Ave
BD-CMBR-24-
03569 SFD O
0 0 0 0 0 0 0 1 10/22/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 383; SFD
assumed to be Above
Moderate
TM620523200 2022 N Brindac
Ln
BD-CMBR-24-
03651 SFD O 0 0 0 0 0 0 0 1 10/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM620523000 2034 N Brindac
Ln
BD-CMBR-24-
03660 SFD O 0 0 0 0 0 0 0 1 10/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM620522900 2040 N Brindac
Ln
BD-CMBR-24-
03661 SFD O 0 0 0 0 0 0 0 1 10/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
TM620522800 2046 N Brindac
Ln
BD-CMBR-24-
03663 SFD O 0 0 0 0 0 0 0 1 10/21/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 SFD assumed to be Above Moderate
55613048S 1331 Vintage Ave BD-CMBR-24-
03664 SFD O
0 0 0 0 0 0 0 1 11/5/2024 1 0 0 NONE N 0 0 0 0 0 0 0 0 0 0 0 Site ID: 669; SFD
assumed to be Above
Moderate
545
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting Year 2024 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 6th Cycle 12/31/2023 - 12/31/2031
1 Projection
Period 3 4
RHNA Allocation
by Income Level
Projection
Period -
06/30/2023-
12/30/2023
2023 2024 2025 2026 2027 2028 2029 2030 2031
Total Units to
Date (all
years)
Total Remaining
RHNA by
Income Level
Deed Restricted - - - - - - - - - - Non-Deed Restricted 8 - 13 - - - - - - - Deed Restricted - - - - - - - - - - Non-Deed Restricted 3 - 13 - - - - - - - Deed Restricted - - - - - - - - - - Non-Deed Restricted - - 16 - - - - - - - Above Moderate 3,054 180 - 612 - - - - - - - 792 2,262 8,977
191 - 654 - - - - - - - 845 8,132 5 6 7
Extremely low-
Income Need 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Units to Date
Total Units
Remaining
1,463 - - - - - - - - - - 1,463 VLI Deed Restricted
VLI Non Deed Restricted
1,533
Please note: For the last year of the 5th cycle, Table B will only include units that were permitted during the portion of the year that was in the 5th cycle. For the first year of the 6th cycle, Table B will only include units that were permitted since the start of the planning period. Projection Period units are in a separate column.

Total RHNA
Total Units
Income Level
Very Low
Low
Extremely Low-Income Units*
Note: units serving extremely low-income households are included in the very low-income RHNA progress and must be reported as very low-income units in section 7 of Table A2. They must also be reported in the extremely low-income category (section 13) in Table A2 to be counted as progress toward meeting the extremely low-income housing need determined pursuant to Government Code 65583(a)(1). *Extremely low-income housing need determined pursuant to Government Code 65583(a)(1). Value in Section 5 is default value, assumed to be half of the very low-income RHNA. May be overwritten.

Progress toward extremely low-income housing need, as determined pursuant to Government Code 65583(a)(1).

Please Note: Table B does not currently contain data from Table F or Table F2 for prior years. You may login to the APR system to see Table B that contains this data.

Please note: The APR form can only display data for one planning period. To view progress for a different planning period, you may login to HCD's online APR system, or contact HCD staff at [email protected]. 1,432
21 This table is auto-populated once you enter your jurisdiction name and current year data. Past year information comes from previous APRs. 16 Moderate
2,926
1,549
1,448
Please contact HCD if your data is different than the material supplied here 16 2
Table B
Regional Housing Needs Allocation Progress
Permitted Units Issued by Affordability
2,905
Table B - Annual Element Progress Report
547
AGENDA ITEM NO. 10.

Jurisdiction Clovis ANNUAL ELEMENT PROGRESS REPORT
Reporting Year 2024 (Jan. 1 - Dec. 31) Housing Element Implementation Planning Period 6th Cycle 12/31/2023 - 12/31/2031
Date of
Rezone Rezone Type
2 4 5 6 7 9 10 11
APN Street Address Project Name+
Local
Jurisdiction
Tracking ID+
Date of
Rezone
Very Low-
Income Low-Income Moderate-
Income
Above
Moderate-
Income
Rezone Type Parcel Size
(Acres)
General Plan
Designation Zoning
Minimum
Density
Allowed
Maximum
Density
Allowed
Realistic
Capacity Vacant/Nonvacant Description of
Existing Uses
Note: "+" indicates an optional field
Cells in grey contain auto-calculation formulas
Summary Row: Start Data Entry Below
83 Project Identifier RHNA Shortfall by Household Income Category Sites Description 1 Sites Identified or Rezoned to Accommodate Shortfall Housing Need and No Net-Loss Law Table C
Table C - Rezoned Sites to Accommodate Shortfall
548
AGENDA ITEM NO. 10.

Jurisdiction Clovis
Reporting Year 2024 (Jan. 1 - Dec. 31)
1 2 3 4
Name of Program Objective Timeframe in H.E Status of Program Implementation H1: Near-term Annexation
Program
Create capacity for the following number
of units included in the Housing Element
inventory:
•Wilson (TM6343): 590 above moderate-
income units.
•Shepherd North (TM6205): 605 above
moderate-income units.
•Heritage Grove Specific Plan Phases 1a
and 1b: 1,167 moderate-income units
•Wilson (TM6343): work
with applicant on approval
of annexation, prezone,
planned development
permit, subdivision tract
maps, and submittal to
LAFCO for approval in mid-
2024.
•
Shepherd North (TM6205):
work with applicant on
approval of sphere of
influence expansion,
annexation, general plan
amendment, prezone,
planned development
permit, tentative tract map,
and submittal to LAFCO for
annexation approval in mid-
2024.
•Heritage Grove Specific
Plan Phases 1a and 1b:

Work with the applicant on
completion of
environmental review and
approval of the specific
plan, annexation,
prezoning, tentative tract
maps, and submittal to
LAFCO by mid-2025.

Wilson (TM6343): Annexation was completed on Octobe r 14, 2024. The first phase is currently undergoing Engineering and Constructio n Plan review.

Shepherd North (TM6205): Annexation was completed o n October 21, 2024. The first phase is now under Engineering and Constructi on Plan review.

Heritage Grove Specific Plan: The Environmental Rev iew for the Specific Plan is in progress, with entitlement completion anticipated i n late 2025 or early 2026. The City Council has approved annexation of Phase 1a, w hich has been submitted to LAFCO. Annexation of Phase 1b is expected to align with the Specific Plan entitlement process, projected for late 2025 or ear ly 2026.

H2: No Net Loss
Procedures
Monitor development and other changes
in the inventory to ensure the City has
remaining capacity consistent with its
share of the regional housing need. Make
replacement sites available within 180
days.
· Continually update
the inventory of residential
land resources as projects
are approved.

The City has implemented a tracking system to suppo rt No Net Loss requirements and ensure compliance with RHNA unit allocations.

H3: Surplus Public Land
Identify one publicly owned site during the
planning period to declare surplus public
lands in high and highest resource areas
to improve housing mobility for lower-
income households with capacity for at
least 50 lower-income households.
•Review inventory of public
lands annually;
•Publicize inventory on City
website and send to
nonprofit developers
annually.

The City does not have any surplus public land. Ho wever, as outlined in Program H10 below, the City has already dedicated one City- owned property through the Property Dedication Program and is in the process o f adding two more sites to the Housing Trust Fund.

H4: Development Impact
Fee Deferral/Waiver
Program
Provide fee deferrals and reductions to
120 lower-income housing units each
year during the planning period.
•The Impact Fee
Deferral/Waiver Program
shall be marketed in the
Spring of 2024 following
City Council
approval/adoption, and
available for use starting
July 1, 2024.

Add something like: However, as described in Progr am H10 below, the City has dedicated one City-owned property through the Prope rty Dedication Program and is in the process of dedicating two more City-owned sites into the Housing Trust Fund.

ANNUAL ELEMENT PROGRESS REPORT
Housing Element Implementation
Housing Programs Progress Report
Describe progress of all programs including local efforts to remove governmental constraints to the ma intenance, improvement, and development of housing as identified in the housing element.

Table D
Program Implementation Status pursuant to GC Section 65583 Table D - Program Status
549
AGENDA ITEM NO. 10.

H5: Affordable Housing
Incentives and Support
Provide technical assistance and
incentives to support development of
1,100 lower-income housing units during
the planning period, including 500 low-,
500 very low-, and 100 extremely low- or
special needs housing units.
•Ongoing, as projects are
proposed and annual
outreach to developers:

Promote the use of the
density bonus ordinance,
application process
streamlining, and the
Affordable Housing Fee
Reduction Program to
encourage affordable
housing, with an emphasis
on encouraging affordable
housing in highest resource
areas
•January 2024: Publish
administrative procedures
for the processing of
housing developments
eligible for streamlined
review pursuant to SB 35.
•Ongoing, as projects are
proposed: As projects are
proposed, and at least
proactively on an annual
basis, partner with
nonprofit and for-profit
affordable housing
developers to support their
financing applications for
state and federal grant
programs, tax exempt
City staff promoted the use of the Affordable Housi ng Fee Reduction Program to encourage affordable housing through the developmen t and publication of the NOFA for the program. To date, one application has been received. Fee deferrals have been set aside for 46 low-income senior housin g units.

In September 2024, City staff partnered with Better Opportunities Builder, Inc., a local non-profit housing developer and Central Cali fornia Housing Corporation, a local affordable housing developer in their applica tion to the State of California Disaster Recovery Multifamily Housing Program NOFA which requested funding for a 47-unit low-income senior housing project.

Also in September 2024, City staff partnered with B etter Opportunities Builder, Inc. and Central California Housing Corporation to apply to the State of California Local Housing Trust Fund Program for $1,000,000 in state matching funds. The City of Clovis had previously pledged $1,000,000 in Clovis Housing Trust Funds to the project.

Streamlining procedures were adopted in November 20 21, by code (CMC

9.50.060) and published on the City’s webpage.

H6: Missing Middle
Housing Tools and
Resources
Facilitate the construction of 200 ADUs,
cottage homes, and ministerial lot splits
and duplexes, with a goal of 75 percent in
highest resource areas.
•Update existing ADU
ordinance by June 2024.

Review ADU legislative
changes annually and
update within the
timeframe required by new
legislation.
•Update development
standards by July 2025.
•Distribute infill cottage and
ADU plans and
informational handouts and
hold community workshops
in September 2025 and
every two years thereafter.
•Begin monitoring ADU
production and affordability
in January 2024 and
evaluate progress toward
meeting the ADU
production targets by
income level every other
year.
•Take alternative actions
within six months (e.g.,
additional incentives) if not
meeting the assumptions in
the sites inventory.

The City is researching new ADU legislation and wil l update the code as needed.

Currently, Chapter 9.40.020 permits ADUs in all res idential zoning districts and mixed-use zones where residential uses are allowed. Additionally, the City is updating its cottage home program handouts and plan ning a community informational workshop in the fall of 2025. In 2024 , a total of 44 ADUs were permitted. Of these, 32 units (72.7%) were located in highest resource areas and 12 units (27.3%) were located in high resource area s based on geospatial data provided by the AFFH Mapping Tool. SB9-related proj ects accounted for 4 units in total, 2 located in highest resource areas and 2 lo cated in high resource areas. To ensure targets are met, the City will continue moni toring ADU developments and affordability through the APR. A total of 44 ADUs w ere permitted during the 2024 calendar year, 33 within the highest resource are as and 11 in the moderate resource areas.

H7: Density Bonus
Ordinance
Ensure that the City’s development
standards are consistent with State
Density Bonus law.
•Annually review legislative
updates and update local
ordinances and
informational materials
within 6 months, as
necessary.

The City’s development standards are consistent wit h State Density Bonus Law.

The City will continue to annually review legislati ves and updates and update ordinances as necessary.

H8: Development
Standards and Zoning
Consistency
Accelerate housing production by
ensuring that the City’s development
standards facilitate rather than constrain
new development.
•Increase minimum density
in the R-3 zone by July 31,
2024.
•Review and amend other
development standards by
June 2025.
•Initiate Code update to
address General Plan
consistency by 2027.

On May 6, 2024, the City increased the minimum dens ity in the R-3 zone district from 15 units per acre to 20 units per acre. In Aug ust 2023, the City began reviewing its multifamily objective standards, focu sing on parking and open space requirements, with the goal of adopting updated sta ndards by June 2025.

Additionally, as part of the ongoing General Plan u pdate, the City aims to align the zoning code for consistency, with the projected upd ate scheduled for 2027. 550
AGENDA ITEM NO. 10.

H9: Lot Configuration
and Large Lot
Development
Facilitate the development of 1,000 lower-
income units on large sites identified in
the lower-income sites inventory.
•Establish ministerial
approval process by
October 2024.
•Property owner
coordination and priority
processing for projects that
include affordable housing
on an ongoing basis
starting in January 2024.
•Evaluate effectiveness in
January 2028 and
implement other strategies,
as needed, within 6 months
of completing evaluation.

The target area for this program are the large lots primarily located within the Heritage Grove Specific Plan area. The Specific Pla n is currently still in the works and staff is coordinating with the applicant on add ressing the lot sizes within the plan area. This commitment was identified prior to the certification of the Housing Element in December 2024; however, the city will co ntinue to work towards establishing a ministerial process for the dividing of parcels that include affordable housing.

H10: Local Housing Trust
Fund
Facilitate the development of 3,035 lower-
income units throughout the city.
•Adopt Housing Trust Fund
no later than the May 6,
2024 City Council meeting.
(Note: this was completed
at the City Council meeting
on April 8, 2024)
•
Make an initial contribution
of $1 million to the Housing
Trust Fund by July 2024.
•Budget no less than an
additional $100,000
annually as stipulated in
the Settlement Agreement.
•Transfer of funds to the
Housing Trust Fund shall
be made based upon State
Notice of Funding
•Availability (“NOFA”)
timing to maximize the
opportunity for state
matching funds.
•The Initial Property
Dedication will be
dedicated to the Housing
Trust Fund within 30 days
of creation of the Housing
Trust Fund.
•The City shall use its best
efforts to close escrow on
the Additional Parcel
Dedication and/or enter
Clovis City Council adopted the Clovis Housing Trus t Fund on April 8, 2024. The Clovis City Council made an initial contribution of $1 million to the Clovis Housing Trust Fund on July 1, 2024, as part of the 2024-202 5 Clovis Budget. As part of the Clovis Housing Trust Fund approving resolution, the Clovis City Council agreed to deposit an additional $100,000 into the Clovis Hous ing Trust Fund on July 1 of each year, through the 2032-2033 fiscal year.

City staff published the Clovis Housing Trust Fund NOFA on August 6, 2024 to meet the deadline for the State matching fund progr am.

City staff has undertaken the Property Dedication P rogram during the last calendar year. The affordable housing developer (Clovis 135 Osmun, LP) has purchased the property known as 135 Osmun. The developer entity i s a joint partnership between Better Opportunities Builder, Inc., and Central Cal ifornia Housing Corporation (dba AHDC). The City entered into a funding agreement wi th the developer to assist in providing City Permanent Local Housing Allocation ( PLHA) funds for purchase of the property. Currently, the development entity is applying for other state and federal funds to complete the financing needed to d evelop the project.

City staff is in the process of dedicating two othe r City-owned properties into the Housing Trust Fund. Title reports were ordered duri ng the calendar year. Next steps involved obtaining an appraisal for the two p roperties and transferring these with their respective values into the Housing Trust Fund Program for housing development opportunities, as identified in the Set tlement Agreement.

H11: Infill Rezone
Program
Provide capacity for approximately 1,284
affordable housing units.
•Strive to complete the
rezone program by January
31, 2025, but no later than
June 30, 2025.

The City has reviewed its list of infill rezone sit es with legal counsel and is currently conducting an environmental review. Due to outreach efforts, site modifications, and additional vetting, the process has taken longe r than anticipated. The City now projects that the rezoning will be completed by the end of 2025.

H12: Mixed Income
Zoning Ordinance
At least 320 low- and very low-income
housing units, depending on overall
housing production.
•Adopt the Mixed Income
Zoning Ordinance by
February 28, 2025, or as
otherwise provided in the
Settlement Agreement.

City staff is has been working diligently during th e reporting period to finalize the draft Mixed Income Zoning Ordinance Feasibility Ana lysis. The draft analysis is expected to be published in May 2025, and provided to Council for review/approval as an Ordinance, along with Implementing Program Re gulations in September/October 2025. In anticipation of the rele ase of the Feasibility Analysis, City staff prepared a Frequently Asked Questions fo r the housing development community. The FAQ’s will be released in March 2025
H13: Preserve At-risk
Affordable Housing
Minimize displacement of affordable
housing residents. Preserve 260 publicly
assisted rental units.
•Monitor at-risk units
annually.

City staff works directly with state and federal go vernmental agencies to review any affordable housing projects that are at-risk of bec oming market rate units. There were no projects in the Clovis area that were at-ri sk, during the reporting period . the City continually tracks the status of affordabi lity periods for existing subsidized housing in Clovis. Staff will monitor the following projects within the next 1-3 years as they are near the end of their affordability per iod: Cottonwood Grove (30 units), Silver Ridge (100 units), and Lexington Square (130 units). The affordability period expires in 2033, 2029, and 2029, respectively, for these three projects. City staff will actively engage the project owners to receive information regarding their long- term plans, and ensure property owners are providin g the required 3-years notice of intent to convert to market rate.

H14: Mobile Home Rent
Review and Stabilization
Conserve 867 mobile homes within 5
existing mobile home parks to prevent
displacement.
•Distribute information on
the Rent Review and
Stabilization ordinance to
local mobile home parks
twice a year, beginning in
2024.

City staff regularly reviews the requirements of th e Mobile Home Rent Review and Stabilization Ordinance as well as changes in the C onsumer Price Index in preparation of sending the annual notices for rent increase to Mobile Home parks.

Staff sends notices throughout the year depending o n each parks’ rent increase cycle.
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AGENDA ITEM NO. 10.

H15: Code Enforcement
Ensure that all housing units throughout
the city are safe and sanitary. Provide
assistance and resources to low, very low-
and extremely low-income households.
•Distribute outreach and
educational materials by
December 2024.
•
Provide annual updates on
code enforcements
received and actions taken
to abate through the
Housing Element Annual
Report.

Clovis City CouncilMarch 17, 2025

Clovis City Council
March 17, 2025