Fresno City Council
December 5, 2024

Exhibit L
UP
FD
FD

W BELMONT AVENUE

N PACIFIC AVENUE

W FRANKLIN AVENUE

N DELNO AVENUE

N BUTLER
AVENUE
FRESNO

CHAFFEE
ZOO

SCHOOL PLAYFIELD
PL: 589'
PL: 123'
PL: 129.95'
PL: 135'
PL: 450'

NOT PROJECT SITE

BUILDING 'A'

BUILDING 'C'

BUILDING
'B'
ZONE: NMX
(NEIGHBORHOOD MIX USE)

BUILDING 'D'
PL: 124.95'
T.
4' - 0"

PICK UP / DROP OFF

APPROACH

PICK UP / DROP OFF

APPROACH

STUDENT DROP OFF / PICK UP AREA

PICK UP / DROP OFF

APPROACH
SCHOOL
ENTRY

30 x 42_SITE PLAN Drop Off Pick up Plan

GOLDEN CHARTER ACADEMY

DROP-OFF/ PICK UP PLAN
N

1800 30th Street, Suite 260
Bakersfield, CA 93301
(661) 327-1969

May 30, 2024 690-02
Electronic Mail

Robert Golden
[email protected]
Golden Opportunity Legacy Development, LLC

RE: Traffic Investigation for Proposed Golden Charter Academy located at 741 W Belmont Avenue in Fresno, CA.

Dear Mr. Golden,

The purpose of this letter is to evaluate potential traffic impacts resulting from the construction and operation of the Golden Charter Academy, as proposed by Golden Opportunity Legacy Development, LLC. This investig ation includes an evaluation of the proposed project trip generation, an analysis of roadwa y and intersection leve l of service, and pr oject vehicle miles traveled analysis.

The current location of the school is at 1626 Princeton Avenue, and the proposed K-8 charter school campus will be located at 741 W Belmont Avenue. The school is anticipated to accommodate up to 480 students and a maximum of 60 employees. The hours of operation will be between 7:30am and 4:30pm, Monday through Friday. The proposed site currently has sidewalks for pedestrians and is located within 500 feet of two bus stop routes. There are no marked bicycle facilities in the vicinity of the project. The vicinity map, location map, and site plan are shown in Figures 1-3, respectively.

Project Trip Generation

The project trip generation volumes shown in Table 1 were estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. Trip rates, equations, and directional splits for ITE Land Use Code 536 (Charter Elementary School), were used to estimate project trips for weekday peak hour of adjacent street traffic.

Golden Charter Academy 690-02

Table 1
Project Trip Generation

Project Trip Distribution and Assignment

The distribution of project peak hour trips is shown in Table 2 a nd represents the movement of traffic accessing the project site by direction. The project trip distribution was developed based on site location and travel patterns anticipated for the proposed land uses. Project traffic is shown in Figure 4.

Table 2
Project Trip Distribution

Direction Percent
North 35
East 35
South 15
West 15

Existing peak hour turning movement count s were obtained in April 2024, however, in consultation with the City of Fresno, a review of their cumulative projects was recommended to determine which approved or pending projects within the last three years could have the potential to impact the project intersections. We reviewed the City of Fresno’s cumulative projects list which contained 115 projects and determined that one pr oject had the potential to impact the project intersections due to its proximity to the project location. That project’s data has been added to the existing peak hour volume scenarios labeled as the 2024 Peak Hour Traffic and the 2024+Project Peak Hour Traffic as shown in Figure 5 and Figure 6, respectively.

The cumulative list is attached to this letter, w ith the project highlighted which was added to the traffic volumes at the study intersections.

ITE Development Variable ADT ADT Rate In Out Rate In Out Code Type RATE % Split/ % Split/ % Split/ % Split/
Trips Trips Trips Trips
536 480 1.85 888 eq 52% 48% 0.16 35% 65%
Students 1.85*X 502 261 241 77 27 50
Charter Elementary
School
General Information Daily Trips AM Peak Hour Trips PM Peak Hour Trips Golden Charter Academy 690-02

Intersection Level of Service
A capacity analysis of the study intersections was conducted using Synchro software from Trafficware. The analysis was performed for each of the following traffic scenarios.

 Existing (2024)
 Existing (2024) + Project
Table 3a
PM Peak Hour Analysis

# Intersection Control
Type 2024 2024+
Project
1 Belmont Ave &
Hughes Ave AWSC B B
2 Belmont Ave &
Delno Ave Signal C C

Table 3b
AM Peak Hour Analysis

# Intersection Control
Type 2024 2024+
Project
1 Belmont Ave &
Hughes Ave AWSC B B
2 Belmont Ave &
Delno Ave Signal C C

Roadway Segment Level of Service

A capacity analysis of the study roadways was c onducted using Table 4 in the State of Florida Department of Transportation Quality/Level of Service Handbook dated June 2020. The analysis was performed for the following PM and AM traffi c scenarios as shown in Tables 4a and 4b, respectively:

 Existing (2024)
 Existing (2024) + Project

Golden Charter Academy 690-02

Table 4a
PM Roadway Level of Service

Roadway Segment
2024
Two Way LOS
2024 + Project
Two Way LOS

Volume LOS Volume LOS
Belmont Ave:

Hughes Ave to Delno Ave 671 C 685 C

Table 4b
AM Roadway Level of Service

Roadway Segment
2024
Two Way LOS
2024 + Project
Two Way LOS

Volume LOS Volume LOS
Belmont Ave:

Hughes Ave to Delno Ave 601 C 732 C

Signal Warrants

Traffic signal warrants 1, 2 and 3 were evaluated for the unsignalized intersection within the study based on the California Manual on Uniform Traffic Control Devices (MUTCD). AM and PM peak hour volume data and daily traffic volume data were collected for all approaches at the analyzed intersections. Traffic counts are included in the appendix.

It is important to note that a signal wa rrant defines the minimum condition under which signalization of an intersection might be warranted. Meeting this threshold does not suggest traffic signals are required, but rather, that other traffic factors and conditions be considered in order to determine whether signals are truly justified.

It is also noted that signal warrants do not necessarily correlate with the level of service. An intersection may satisfy a signal warrant condition a nd operate at or above an acceptable level of service or operate below an acceptable level of service and not meet signal warrant criteria.

Golden Charter Academy 690-02

Table 5
Signal Warrant Analysis

Accident Investigation

Accident data was requested from SWITRS for the previous five years. Upon review of the data provided, it was determined that there were no accidents reported at Belmont Avenue and Hughes Avenue and there were five accidents reported at Belmont Avenue & Delno Avenue from 2018 to 2023. Of the five accidents, three were broadside and two were head on. It is not expected that project traffic would affect accident rates.

Vehicle Miles Traveled Analysis

An analysis of vehicle miles traveled (VMT) was conducted following guidance provided in CEQA Guidelines for Vehicle Miles Traveled Thresholds for the City of Fresno , adopted June 25, 2020 (VMT Guidelines). According to the VMT Guide lines, the appropriate analysis metric for the project would be “VMT per employee” since the proj ect land use is neither residential, office or retail.

The VMT Guidelines contain criteria for determining whether a land use project may be screened from analysis. Projects meeting one or more of these “screening” criteria are presumed to create a less than significant transportati on impact, and therefore, would not be required to undergo a detailed VMT analysis.

One screening criterion pertains to projects located in low VMT areas. The VMT Guidelines provide screening maps developed by the Fresno Council of Governments (Fresno COG) activity- based model (ABM) that identify areas with VMT below the City’s significance threshold.

According to the VMT Guidelines, new development projects in these areas are likely to result in similarly low levels of VMT and may be screened from analysis. As shown on the screening map attached, the project is located in a green area indicating the “VMT per employee” for that area is below the City’s significance threshold.

In addition to the project being in a low VM T zone, the Fresno COG VMT Calculation Tool (Excel) was run using the proposed project parameters. The output from the analysis shows that the project VMT is below thresholds. The output is attached to this letter.

Therefore, the project is presumed to create a less than significant transportation impact under CEQA and no further VMT analysis is required.

# Intersection
2024 2024+Project
Warrant
1 Warrant
2 Warrant
3 Warrant
1 Warrant
2 Warrant
3 1 Belmont Ave &
Hughes Ave NO NO NO NO NO NO
Golden Charter Academy 690-02

Conclusion

On review of the project and corresponding analysis, it is concluded that the project does not create traffic impacts to level of service or vehicle m iles traveled. Therefore, the proposed project is projected to result in less-than-significant traffic impacts.

Please contact me should you have any questions.

Very truly yours,

Ian J. Parks

IJP/SSH
attachments

PROJECT
SITE
City of Fresno

VICINITY MAP

NOT TO SCALE
N
FIGURE 1

PROJECT
SITE
SR 41
Belmont Ave
SR 99
Th
or
nes
Av
e
Delno Ave
Golden State Blvd
Weber Ave
Olive Ave
Hughes Ave
NielsenAve
SR 180
Fruit Ave

LOCATION MAP

NOT TO SCALE
N
FIGURE 2

SITE PLAN
FIGURE 3
Belmont Ave
Olive Ave
Golden State Blvd
Weber Ave
H St
Delno Ave
Hughes Ave
Marks Ave
McKinley Ave
Fruit Ave
West Ave
Palm Ave
SR 99
Whitesbridge Ave
1 254
100000
030
PM
1 102420
1000000
0290
AM
2 19300
000680173
0068
AM
2 2000
00014036
007
PM
3 0262
0 0
00 AM
3 027
0 0
00 PM
4 2620
242
0 00
AM
4 270
50 0
00 PM
Map data ©2024 Google

PROJECT PEAK HOUR TRAFFIC
FIGURE 4
N

NOT TO SCALE
LEGEND

STUDY INTERSECTION
Belmont Ave
Olive Ave
Golden State Blvd
Weber Ave
H St
Delno Ave
Hughes Ave
Marks Ave
McKinley Ave
Fruit Ave
West Ave
Palm Ave
SR 99
Whitesbridge Ave
1 2816852
435921198947
3728217
PM
1 2712135
53942495433
2721225
AM
2 52899
11101002
302644
AM
2 83066
70321305
1228910
PM
Map data ©2024 Google
2024 PEAK HOUR TRAFFIC
FIGURE 5
N

NOT TO SCALE
LEGEND

STUDY INTERSECTION
Belmont Ave
Olive Ave
Golden State Blvd
Weber Ave
H St
Delno Ave
Hughes Ave
Marks Ave
McKinley Ave
Fruit Ave
West Ave
Palm Ave
SR 99
Whitesbridge Ave
1 3017356
445921198947
3728517
PM
1 3714555
63942495433
2724125
AM
2 1982899
1110780175
3026472
AM
2 283066
703227041
1228917
PM
Map data ©2024 Google
2024+PROJECT PEAK HOUR TRAFFIC
FIGURE 6
N

NOT TO SCALE
LEGEND

STUDY INTERSECTION
Tool Version: Report Date: 5/1/2024
Name:

Jurisdiction
APN No.

Single‐family: 0 DU Multi ‐family: 0 DU
Total: 0 DU Percent Affordable: 0%
Non‐Residential Office: 60 EMP Others: TSF
Included
in the project TDM  Quantification
% VMT/Capita
Reduction
% VMT/Employment
Reduction
No N/A
No N/A

19.2 County VMT / Employee: 25.7
Significant Impact: No
Project TDM measures (VMT reduction strategies)
Fresno COG Vehicle Miles Traveled Analysis Tool Summary Report Version 1.38
Project Information
Golden Charter Academy
Fresno
45812117
Project Land Use
Residential
TDM Strategy
Implement Project Specific Vanpool Program
Implement Project Specific Carpool Program
Project VMT Results
Office
Project VMT per Capita with TDM
Measures:

Significant Impact with
TDM measures:

19.2 No
Project's VMT/Employee (19.2) is less than County's VMT/Employee (22.4 using 13% as threshold) Project VMT per Employee:

19.2 19.2 19.2

25.7 0
5 10
15 20
25 30
35 40
TAZ Project Project  + TDM
VMT per Employee
County Average
Plan ID Type Plan Status Date Open Status Date Short Desc Full Desc Affordable H Address APN P21-03361 CUP Approved w/Cond.- No Appeal 06/17/2021 01/24/2022 Sands Motel Conditional Use Permit Application No. P21- 03361 was filed by Brad Blasl of IT Architecture
and pertains to 1.46 acres of property located on
the southwest corner of West Pine and North
West Avenues. The applicant proposes to
convert four-existing motel buildings into low
income multi-family units. One building will be
demolished leaving approximately 17,403 square
feet of remaining buildings. The property is zoned
BP (Business Park)
Yes 1441 N GOLDEN STATE BLVD 44918041
P21-04176 Development Permit Approve w/Conditions-No
Appeal
07/27/2021 01/14/2022 Ranu Medical Office Building Development Permit Application P21-04176 was filed by Scott Mercer of Mercer Architecture.

Development Permit Application P21-04176
pertains to ±0.52 acre of vacant property located
at 1045 U Street. The applicant proposes a 7,077
square foot professional and medical office
building with 17 new parking stalls. The property
is zoned DTN (Downtown Neighborhood with
Activity Class C). Related Applications: DRC P21-
01909 and Planned Development Permit
Application No. P21-05169.

No 3060 MARIPOSA ST BLDG 101+ 46604311
P21-04827 Tentative Map Compliance Required 09/02/2021 07/15/2022 TPM -2021-16 - Clarion Pointe Motel
TPM 2021-16 was filed by Cristina Rubio on
behalf of Kush Hospitality and pertains to the

2.70 acres located at 4061 N Blackstone
Avenue. The applicant proposes to divide the
existing parcel into two parcels. The parcel is
zoned RMX
4061 N BLACKSTONE AVE 43414306
P21-04955 Development Permit Approve w/Conditions–No
Appeal
09/08/2021 10/21/2021 Storage Building at Masis
Ararat Armenian Cemetery
Development Permit Application No. P21-04955
was filed by Ara Chekerdemian, on behalf of The
Masis Ararat Armenian Cemetery Board, and
pertains to the 87.04 acres located at 250 North
Hughes Avenue. The applicant proposes to
construct a new 448 square feet storage building.

The parcel is zoned PI (Public and Institutional).

No 150 N HUGHES AVE 45802042T
P21-05169 Planned Development Approve w/Conditions-No
Appeal
09/18/2021 01/14/2022 Ranu Medical Office Building Planned Development Permit Application P21- 05169 was filed by Scott Mercer of Mercer
Architecture. Planned Development Permit
Application P21-05169 pertains to ±0.52 acre of
vacant property located at 1045 U Street. The
applicant proposes modification from public
street active space, sidewalk pedestrian access,
window glazing, and façade element
requirements. The property is zoned DTN
(Downtown Neighborhood with Activity Class C).

Related Applications: DRC P21-01909 and
D l t P it A li ti N P21 04176
3060 MARIPOSA ST BLDG 101+ 46604311
P21-05241 Development Permit Final Approval - No Appeal 09/23/2021 12/03/2021 Terry's House Carport Solar Installation of solar carpo rt structure with concrete foundation footings in existing center
median planter with no impact to existing parking
spaces
No 2730 FRESNO ST 46606608
P21-05357 CUP Approved w/Cond.- No Appeal 10/01/2021 02/01/2022 Compliance for P21-05357 Compliance for P21-05357 No 2001 E BELMONT AVE 45230612 P21-05426 Development Permit Final Approval-No Appeal 10/07/2021 10/15/2021 ADDENDUM, BACK CHECK or

RESUBMITTAL
No 2094 S TUPMAN ST 47832013T
P21-05496 CUP On Hold 10/12/2021 12/08/2021 NIELSEN TRUCK PARKING Nielsen Truck Parking, is being submitted by Ken Vang, Vang Inc Consulting Engineers, on
behalf of Modern Trucking. The project consists
of the construction and development of a truck
parking facility with 6,400 sf of Auto/Truck
Service and repair shop, and 2,625 sf office
located at 3151 W Nielsen Avenue in Fresno,
California. The project would be constructed on
approximately 10.70 acre. The Assessor Parcel
Number (APN) associated with the project site is
326-160-42.

The project proposes 250 truck parking stalls; 54
vehicle parking stalls, of which 2 will be electric
vehicle charging station, and 2 are ADA
accessible stalls. The project proposes the main
access on Nielsen Avenue, and a secondary
emergency vehicle access onto Nielsen.

No 3151 W NIELSEN AVE 32616042
P21-05545 CUP Approved w/Cond.- No Appeal 10/14/2021 12/30/2021 US-CA5142_Lafayette Conditional Use Permit Application No. P21- 05545 was filed by Gloria Shin of Pramira, INC
and pertains to a portion of 8.11 acres of property
located at the northwest corner of West Weldon
Avenue and North Parkway Drive. The application
requests authorization to construct a 2,530
square foot (55’X46’) telecommunication facility
behind the Fresno Rescue Mission-Rescue the
Children Campus. The facility includes a new 80’
tall monopine tower including nine (9) antennas,
nine (9) RRU's, and ground equipment including
one (1) 10’X3’ concrete pad for equipment
cabinets, two (2) pad-mounted equipment
cabinets, one (1) 9’X4’ concrete pad for
generator, one (1) 25KW pad-mounted diesel
generator, and one (1) H-frame. The facility will
be screened by a six foot tall CMU wall.

Additionally, the applicant proposes a 12’ wide
drive approach along Weldon Avenue. The DRC
application previously submitted is P21-04029.

The
parcel is zoned NMX/UGM.

No 2472 W WELDON AVE C/T C/T 44209056
P21-05557 Planned Development Appeal Requested 10/14/2021 10/24/2022 MFR - Proposed 37 unit apartment project (Dada Lofts)
Planned Development Permit Application No.

P21-05557 was filed by Stephanie Say of Paul
Halajian Architects on behalf of Dada Enterprises
LLC and pertains to ±0.45 acres of property
generally located on the southwest side of
Broadway Street between the intersections of
Stanislaus and Tuolumne Streets, at 1433
Broadway Street (APN: 466-205-28). The
applicant proposes a 24,887 square foot 37 unit
apartment complex on a vacant parcel. In
addition, on and off-site improvements are
proposed including but not limited to: 7 new
parking stalls, a shared courtyard, and
landscaping. The property is zoned DTC
1433 BROADWAY 46620528
P21-05774 CUP Approved w/Cond.- No Appeal 10/27/2021 05/04/2022 Fresno Community Legacy Hall Fresno Community Legacy Hall is a projec t with intents to merge 3 existing parcels so parking
stalls can be developed to meet the City of
Fresno parking requirements needed to use an
existing facility located on 2540 E. Floradora
Ave. for the purpose of Community and
Assembly with 2000 or more square feet
No 2540 E FLORADORA AVE 45123102
P21-05930 Tentative Map Complete 11/08/2021 03/19/2024 TPM-2021-09 - Nielsen & Marks (Scannell)
Tentative Parcel Map Application No. P21-05930
was filed by Paul Starn of Scannell Properties
and pertains to the 22.24 acres identified by APN
458-020-71 located at 2740 W. Nielsen Ave. and
the 26.15 acres identified by APN 458-020-72.

The applicant proposes to split the existing two
parcels into four parcels. The parcels are zoned
IH.

Related Applications: DRC P20-04688
Development Permit P21 02699
2740 W NIELSEN AVE 45802071
P21-06065 Development Permit Final Approval - No Appeal 11/16/2021 12/28/2021 1327 - Hansel & Gretel Development Permit Application N o. P21-06065 was filed by Nik Kirby of WW Enterprises and
pertains to the 0.24 acres located at 1327 N
Fresno St. The applicant proposes adding and
ADA parking stall The parcel is zoned CG
No 1327 N FRESNO ST 45122426
P21-06225 CUP Approved w/Cond.- No Appeal 11/30/2021 07/27/2022 Develop a Truck Service , Self- storage & Smog check facility
Conditional Use Permit Application No. P21-
06225 was filed by Sukhjit Tony Singh of
Continental Development Consultants and
pertains to 1.70 acres of property located on the
northeast corner of South Hughes Ave and West
Dan Ronquillo Drive. The applicant proposes to
construct a 12,600 sq. ft. pre-fabricated steel
building to include 3 truck wash bays and an
office for the truck wash use (6,840 sq. ft.), 2
truck repair and lube bays and office for the repai
r
and lube use (5,414 sq. ft.), and a self-storage
office (346 sq. ft.). The applicant also proposes
the construction of a 9,605 sq. ft. two-story pre-
fabricated steel building to include 85 units of self
-
storage (4,405 sq. ft. on first floor, 5,200 sq. ft.
on second floor) and 2 smog check station bays
(990 sq. ft.). The property is zoned CG
(Commercial General).

No 429 S HUGHES AVE 45809083
P21-06367 Development Permit Approve w/Conditions–No
Appeal
12/09/2021 03/10/2022 Producers Dairy Phase 1 -
EVCS
Development Permit Application No. P21-06367
was filed by Cristina Colmenero of Blair, Church,
& Flynn, on behalf of Producers Dairy, and
pertains to the 1.64 acres located at 250 E.

Belmont Ave. The applicant proposes new site
and electrical infrastructure improvements for
installation of (2) EV fleet chargers (Phase 1) and
(8) future chargers (Phase 2). The parcel is
zoned IL
No 250 E BELMONT AVE 45902350
P21-06457 Tentative Map Final Action Letter Sent 12/16/2021 11/03/2023 T-6391 - W side of MLK, S of Church (Emerald Creek)
Vesting Tentative Tract Map No. 6391 (P21-
06457) was filed by Dan Bond of Gateway
Engineering, on behalf of D R Horton, and
pertains to ±19.75 acres of property located on
the west side of South Martin Luther King, Jr.

Boulevard, south of East Church Avenue. The
applicant proposes to subdivide the subject
property into a 136-lot single-family residential
subdivision with public streets. The subject
property is zoned RS 5 and RM 1
2480 S MARTIN LUTHER KING JR

BLVD S/A S/A
47905015
P21-06518 CUP Approved w/Cond.- No Appeal 12/22/2021 09/12/2022 COMM - CUP/PD for 2 drive- through restaurants w/ modified
development standards
The subject application is a major amendment to
previously approved CUP P20-01633 which
authorized development of a combination C-
store/Service Station (7 Eleven) with an attached
Starbucks w/ drive-through. The CUP component
requests to develop two (2) detached restaurants
w/ drive-throughs (Starbucks and Jack in the
Box). The PD component requests to modify
applicable development standards related to drive-
through facilities to allow the drive aisle to be
located at the front of the buildings.

No 1137 N CHESTNUT AVE 45409228
P21-06551 Development Permit Appeal Requested 12/23/2021 11/21/2022 IND Auto Auction Yard Expansion
Development Permit Application No. P21-06551
was filed by Bill Robinson of Sol Development
Associates, LLC and pertains to approximately

4.80 acres of property located at 2622 & 2644
West McKinley Avenue. The applicant proposes
the development of a parking lot as an expansion
for the existing auto auction yard. The property is
zoned BP/UGM (Business Park/Urban Growth
Management). Related application DRC: P21-
01176
No 2622 W MCKINLEY AVE 44211113
P21-06588 CUP Final Approval-No Appeal 12/28/2021 02/23/2022 El Prado Nightclub Application to update Operational Statement and Security Plan for El Prado nightclub. New owner
came in for a Zone Clearance and due to
extenuating circumstances, a Revised Exhibit
was required
No 275 W BELMONT AVE 45813208
P21-06618 Tentative Map Compliance Not Required 12/30/2021 11/03/2023 TPM-2021-15 - NEC of Garrett & East
Tentative Parcel Map No. 2021-15 (P21-06618)
was filed by Greenwood and Associates and
pertains to the approximately 4.28 acres of
property located on the northeast corner of East
Garrett and South East Avenues. The applicant
proposes to subdivide the existing parcel into four
parcels. The site zoned IH (Employment - Heavy
Industrial) with a planned land use of
Employment Heavy Industrial
2585 S EAST AVE 47907136
P22-00102 Tentative Map Complete 01/07/2022 08/23/2022 TPM - 2022-01 Tentative Parcel Map No. 2022-01 (P22-00102) was filed by Aaron Spray of Dixon & Associates,
INC. on behalf of Valley Finest Products, INC.
and pertains to approximately 0.56 acres of
property located at the Northwest corner of West
Harvard and North Thorne Avenues. The propose
d
map is a request to subdivide the subject
residential property into 2-lots. The parcel is
currently zoned RS-5 (Residential Single-Family,
Medium Density) with no proposed change.
2601 N THORNE AVE 44321410
P22-00170 Development Permit Approve w/Conditions-No
Appeal
01/13/2022 04/15/2022 MFR - Clinton Family
Apartments
Development Permit Application No. P22-00170
pertains to approximately ±2.75 acres of property
located at the address noted above. The
applicant proposes to construct a new 78-unit
affordable multi-family residential complex
consisting of one four story building incorporating
one-, two-, three-, and four-bedroom units, a
courtyard, and community space for resident
services programs and classes. The applicant
also proposes to enter into an Owner
Participation Agreement with the City of Fresno
for the residential development. The parcel is
zoned NMX (Neighborhood Mixed Use)
Yes 1538 E CLINTON AVE 44409204
P22-00263 CUP Approved w/Cond.- No Appeal 01/21/2022 09/15/2022 CNB - Dr. Greenthumb's Conditional Use Permit Application No. P22- 00263 was filed by Sophia Naranjo of Cookies
Retail, on behalf of 1261 Wishon OPCO, LLC,
and pertains to ±0.48 acres of property located at
1264 North Wishon Avenue. The applicant
proposes a Cannabis Retail Business with
Delivery Service in an existing commercial
building The property is zoned CMS
No 1264 N WISHON AVE 45126413
P22-00356 Development Permit Approve w/Conditions-No
Appeal
01/28/2022 12/05/2022 COM - UHC Medical Facility at
NWC of Shields & Marty
Development Permit Application No. P22-00356
was filed by Jeff Jones of iT Architecture, Inc. and
pertains to 1.30 acres of property located on the
northwest corner of West Shields and North
Marty Avenues. The applicant proposes a 10,070
square foot medical, dental, and chiropractic
health services office. The project includes 81
new parking stalls. A related application has
been submitted (Planned Development Permit
Application No. P22-01447) which requests to
reduce the required Type 2 buffer yard (15 feet)
and required rear setback abutting a Residential
District (20 feet) to three feet along the northern
property line. The property is zoned O/UGM
(Office/Urban Growth Management).

No 3652 W SHIELDS AVE 43348513
P22-00613 Plan Amendment
Rezone
Revisions Required 02/17/2022 12/15/2023 Apply conditions of zoning to prohibit sale of alcoholic
beverages
Rezone Application No. P22-00613 was filed by
the Planning and Development Department on
behalf the City Council of Fresno and pertains to
±0.55 acres of property at 4151 East Tulare
Avenue, located at the northwest corner of North
Cedar Avenue and East Tulare Avenue (APN: 46
0 296-09). The proposed rezoning application was
initiated through City Council Resolution No. 202-
301 dated November 19, 2020. The application
proposes applying conditions of zoning to the
subject property to prohibit the sale of alcoholic
beverages off site. The prohibition is requested
due to the sites proximity to Roosevelt High
school which is located across the street; the
high crime rate in the crime reporting district the
project is located in; and the overconcentration of
licenses in the subject Census track (26.01).

The property is zoned NMX (Neighborhood Mixed
4151 E TULARE ST 46029609
P22-00815 CUP Incomplete 03/04/2022 04/01/2022 4538 CUP No 4538 E BELMONT AVE 46007106 P22-00892 Development Permit Approve w/Conditions-No
Appeal
03/10/2022 10/21/2022 PUB - St. Rest + Food to Share
Hub Project
Development Permit Application No. P22-00892
was filed by Adriana Duarte of Paul Halajian
Architects and pertains to 0.46 acres located at
2322 South Elm Avenue. The applicant proposes
to construct a new ±3,940 square foot two-story
community center building on the site that will
include multi-tenant offices, classrooms, meeting
rooms, a certified commercial kitchen and
parking lot with four standard parking stalls on a
developed lot with an existing ±5,852 square foot
warehouse building. In addition, the project
consists of on and off-site improvements to be
provided including landscaping and trees, one
trash enclosure, one drive approach, and curb,
gutters, and sidewalks. The parcel is zoned NMX
(Neighborhood Mixed-Use) zone district.

No 2322 S ELM AVE 47818307
P22-01217 CUP Approved w/Cond.- No Appeal 04/01/2022 09/20/2022 CNB - Sweet Flower Conditional Use Permit Application No. P22- 01217 was filed by Shin Tu of Precision Civil
Engineering, on behalf of Timothy Dodd of Sweet
Flower, and pertains to ±0.40 acres of property
located at 3150 East Olive Avenue. The applicant
proposes a Cannabis Retail Business with
Delivery Services in an existing commercial
building with a ±1,700 sq. ft. expansion to the
building and renovation. The site will be renovate
d
to include 20 parking spaces. The property is
dC G
No 3150 E OLIVE AVE STE 101 45402132
P22-01256 Development Permit Approve w/Conditions-No
Appeal
04/05/2022 07/26/2022 PUB - Van Ness & Weldon
Pocket Park
Development Permit Application No. P22-01256
was filed by Michael Osborn of Provost &
Pritchard Consulting Group, on behalf of the City
of Fresno, and pertains to the 0.17 acres located
at 2004 North Van Ness Boulevard. The applicant
proposes to create a pocket park at the
northeast corner of Van Ness Blvd and Weldon
Ave. This will involve the vacation of the Weldon
Ave yield curve which extends onto Van Ness.

The project will also involve the demolition of the
existing building and addition of landscaping, a
picnic area, and a playground. The parcel is
d CMS
No 2004 N VAN NESS BLVD 44415328S
P22-01351 Plan Amendment
Rezone
04/10/2022 04/10/2022 (WANSP) Repeal the West
Area Community Plan and a
portion of the Highway City
Neighborhood Specific Plan
The Long-Range Planning Division is proposing
the repeal of the West Area Community Plan and
the portion of the Highway City Neighborhood
Specific Plan that overlaps the West Area
Neighborhoods Specific Plan Boundary. This will
create an orderly transition upon the anticipated
adoption of the West Area Neighborhoods
Specific Plan (WANSP)
2600 FRESNO ST 46606444T
P22-01352 Plan Amendment
Rezone
04/10/2022 04/10/2022 (WANSP) Adopt the West Area
Neighborhoods Specific Plan
and Proposed Planned Land
Use Map
The Long-Range Planning Division is proposing
the adoption of the West Area Neighborhoods
Specific Plan and associated Proposed Planned
Land Use Map.
2600 FRESNO ST 46606444T
P22-01353 Plan Amendment
Rezone
04/10/2022 04/10/2022 (WANSP) Update General Plan
Figures LU-1 and LU-2 and
rezone applicable parcels to
maintain consistency
The Long-Range Planning Division is proposing
the update of the General Plan Planned Land
Use Map (LU-1) and Dual Designation Map (LU-
2) to incorporate the land use changes proposed
in the West Area Neighborhoods Specific Plan. A
concurrent rezone is proposed for applicable
parcels to maintain consistency
2600 FRESNO ST 46606444T
P22-01382 Development Permit Approve w/Conditions-No
Appeal
04/12/2022 10/04/2022 MFR - The Light House Recover
Center
Development Permit Application No. P22-01382,
was filed by Paul Miller of The Vernal Group, on
behalf of the Light-House Recovery Program,
Inc., and pertains to the ±0.19 acres of property
located at 1651 L Street. The applicant proposes
authorization to construct a ±5,354 square foot
two-story administration/office along with a
classroom and therapy room on the first floor,
and a group residential facility on the second
floor of the building, a ±356 square foot storage
building, ±136 patio, and parking lot to replace
the previous ±4,709 square foot two-story building
that was burned down. In addition, the project
consists of on and off-site improvements to be
provided including landscaping and trees, one
trash enclosure, one drive approach, and curb,
gutters, and sidewalks. The property is zoned
DTN/AH (Downtown Neighborhood, Activity Class
C/Apartment House Overlay).

No 1651 L ST 46614101
P22-01447 Planned Development Final Approval- No Appeal 04/15/2022 12/05/2022 COM - UHC Medical Facility Planned Development
Planned Development Permit Application No.

P22-01447 was filed by Jeff Jones of iT
Architecture, Inc. and pertains to 1.30 acres of
property located on the northwest corner of West
Shields and North Marty Avenues. The applicant
proposes to reduce the required Type 2 buffer
yard (15 feet) and required rear setback abutting
a Residential District (20 feet) to three feet along
the northern property line. The parent record is
Development Permit Application No. P22-00356.

The property is zoned O/UGM (Office/Urban
Gt h M t )
3652 W SHIELDS AVE 43348513
P22-01492 CUP Approved w/Cond.- No Appeal 04/19/2022 02/14/2023 CNB - Haven #1 LLC Conditional Use Permit Application No. P22- 01492 was filed by Haven #1, LLC, and pertains
to approximately 0.41 acres of property located
at 1704 East Belmont Avenue. The applicant
requests authorization to establish a Cannabis
Retail Business with Delivery Service in an
existing commercial building. The property is
zoned CMX
No 1704 E BELMONT AVE 45907129
P22-01651 CUP Approved w/Cond.- No Appeal 04/28/2022 02/06/2023 PUB - Social Hall Modernization Conditional Use Permit Application No . P22- 01651 was filed by Michael Osborn of Provost &
Pritchard Consulting Group on behalf of St.

George Greek Orthodox Church and pertains to
the 4.12 acres located at 2219 North Orchard
Street. The applicant proposes demolish the
existing Social Hall and Sunday School
Buildings, as well as the storage building and
parking lot to construct a new two-story
community center, 300 seat-amphitheater, and
±180 square foot modular guard station totaling
±35,850 square feet. The applicant also proposes
the addition of 223 parking stalls. The parcel is
zoned RM-1 (Residential Multi-Family, Medium
No 2219 N ORCHARD ST 44602008
P22-01788 Development Permit Approved with Cond.–No Appeal 05/05/2022 06/02/2022 Alarm only security fence Development Permit Applica tion No. P22-01788 was filed by Jay Simpson of Amarok LLC, on
behalf of Seiberts Oil, and pertains to the 0.43
acres located at 1340 N. Crystal. The applicant
proposes the installation of an 8' tall solar
powered non-electrified sensor system security
fence. The non-electrified security sensor fence
will be installed inside the perimeter of an
existing fence and will be operated by a 50 volt
battery which is significantly less than a
traditional electric fence.. The parcel is zoned
BP
1340 N CRYSTAL AVE 44920018
P22-01922 Development Permit Approve w/Conditions-No
Appeal
05/16/2022 12/27/2022 MX - HELM TOWER

OFFICE/LOFTS
Development Permit Application No. P22-01922
was filed by Vincent Palacios and pertains to the

0.52 acres located at 1101 Fulton Street. The
applicant proposes to convert the Helm Building
to a mixed-use building with retail spaces on the
ground level, and convert floors 2 through 10 into
99 studio apartment units. The parcels are zoned
DTC
No 1105 FULTON ST 46621204
P22-02079 CUP Approved w/Cond.- No Appeal 05/27/2022 06/22/2023 IND - Warehouse Bldg for Ventura TV
Development Permit Application No. P22-02079
was filed by Rick Gomez of Gomez Architects,
Inc and pertains to the 6.43 acres located at
1625 W NIELSEN AVE. The applicant proposes
a phased project: Phase 1 – Construct a 53,760
sq. ft. warehouse appliance storage and
distribution with 16 parking stalls. Phase 2 –
Construct 50,193 sq. ft. building and a 6,271 sq.
ft. detached building with additional parking. The
parcel is zoned IL/UGM/cz
No 1625 W NIELSEN AVE 45806004
P22-02177 Development Permit Approve w/Conditions-No
Appeal
06/02/2022 09/19/2022 IND - Casillas Pallets Development Permit Application No. P22-02177 was filed by Nancy Magdalena Casillas and
pertains to the 0.76 acres located at 3414 N
WEBER AVE. The applicant proposes to convert
the vacant parcel to an outdoor storage yard
where pallets will be repaired and stored. The
applicant also proposes to build a patio pavilion
and install an office trailer. The parcel is zoned
IL
No 3414 N WEBER AVE 43307068
P22-02524 CUP Approved w/Cond.- No Appeal 06/30/2022 05/01/2023 IND - Security Public Storage Expansion
Conditional Use Permit Application No. P22-
02524 was filed by Ariel Valli of Valli
Architectural Group and Derek Luz of Baco
Properties and pertains to 8.5 acres located at
2473 N. Marks Ave & 3110 W. Clinton Ave.;
APNs: 442-071-37 & 442-071-49. The applicant
proposes to 1.) convert the existing ice-skating
facility to an single-floor self-storage facility, 2.)
construct two single-level self-storage buildings
at approximately 22,400 sq.ft. and 21,500 sq.ft.,

3.) construct a 103,476 sq.ft. RV/boat storage
area. The parcels are zoned CG+RS-4/UGM/cz.

No 3110 W CLINTON AVE 44207149
P22-02534 CUP Final Approval- No Appeal 07/01/2022 07/05/2023 COMM - New Starbucks (22- 011)
Conditional Use Permit Application No. P22-
02534 was filed by Ian Robertson of iT
Architecture and pertains to the 1 acre located at
2840 TULARE ST. The applicant proposes to
construct a ± 2,406 square foot Starbucks shell
building with a ± 840 square foot patio, a drive-
through with capacity for seventeen (17) vehicles,
and make full improvements to the site with a
new parking lot and landscaping. The parcel is
zoned DTN
No 2840 TULARE ST 46807131
P22-02769 CUP Approved w/Cond.- No Appeal 07/22/2022 12/13/2022 PUB - Bethel Temple Conditional Use Permit Application No. P22- 02769 was filed by Michael Milhous of Yamabe &
Horn Engineering and pertains to .037 acres
located 1226 KERN ST. The applicant proposes
to convert a portion of the existing vacant parcel
to a parking lot with solar canopies. The parcel is
zoned RS-5/NR
No 1256 KERN ST S/A 46711501
P22-02943 Tentative Map Supervisor Approval 08/04/2022 03/29/2024 T-6411 - NWC of Church & Thorne
This application was filed by CVEAS, on behalf of
DS Chouhan, LLC, pertaining to approximately

7.95 acres of property located at the northwest
corner of East Church and South Thorne
Avenues. The applicant is requesting
authorization to subdivide two existing properties
into a 60-lot conventional single-family residential
subdivision. The property is zoned RS-5.

No 106 W CHURCH AVE 47706005
P22-03021 Planned Development Final Approval- No Appeal 08/08/2022 10/16/2023 COMM - New Burger King (HWY 99 & OLIVE)
New 2,630 sq. ft. Burger King Restaurant with
drive thru lane and possible future development
on the east side of the property. There will be a
40-seat dining room and 36 parking spaces (18
are required)
1834 W OLIVE AVE 44923127
P22-03072 CUP Approved w/Cond.- No Appeal 08/11/2022 04/11/2023 CNB - Viola Fresno Cannabis Conditional Use Permit Application No.

P22-03072 was filed by Viola Fresno, and
pertains to approximately 0.69 acres of property
located at 755 Van Ness Avenue. The applicant
requests authorization to establish a Cannabis
Retail Business in an existing commercial
building. The property is zoned DTG, Activity
Class B
No 755 VAN NESS AVE 46825601
P22-03253 Development Permit Approve w/Conditions-No
Appeal
08/23/2022 12/19/2023 COMM - MOBIL GAS STATION Development Permit Application No. P23-03253 was filed by Hamdi Alzghoul of Synergy
Petroleum and pertains to the 0.34 acres located
at 4597 E OLIVE AVE. The applicant proposes
to renovate the former gas station site and
operate a Mobil Gas Station. The parcel is zoned
IL
No 4597 E OLIVE AVE 45331203
P22-03352 Tentative Map Complete 08/29/2022 01/27/2023 VTPM 2022-07 Tentative Parcel Map Application No. P22-03352 was filed by Jesus Rodriguez and pertains to the

1.24 acres located at 2554 N CORNELIA AVE.

The applicant proposes to subdivide the parcel
into five lots with one remainder parcel. The
parcel is zoned RS-5 / UGM.
2554 N CORNELIA AVE 31270104
P22-03755 Development Permit Final Approval - No Appeal 09/27/2022 10/11/2022 Colima Meat Market Food Distribution

BUILDING
To install (4) evaporators FC-3 suspended on ne
w
walk in unit ceiling, (1) new compressors CU-3
on roof at center of existing columns.

To install 1,856 Sq. Ft. (N) WALK IN COOLER ,
(4) columns (C1 ~ C4) to support (N) refrigerated
unit ceiling, (1) evaporator FC-2 suspended on
new walk in unit ceiling, (1) new compressor CU-
2 on roof at center of existing columns.

To saw cut / remove / install 4,467 Sq. Ft. (N)
walk in freezer insulated slab.

To install 4,467 Sq. Ft. (N) WALK IN FREEZER,
(8) columns (C5 ~ C12) to support (N)
refrigerated unit ceiling, (6) evaporator FC-1
suspended on new walk in unit ceiling & (3) new
compressors CU-1 on roof at center of existing
columns.

ELECTRICAL
- To install (4) evaporators FC-3 , (1) evaporator
FC-2, (1) new compressor CU-3, (1) new
compressor CU-2 & (3) new compressors CU-1
on existing panel HPB.

MECHANICAL
- To install (4) evaporators FC-3 on (E) FOOD
PROCESS ROOM, (1) evaporator FC-2 on (N)
WALK IN COOLER, (6) evaporators FC-1 on (N)
WALK IN FREEZR.
- To install (1) new compressor CU-3, (1) new
compressor CU-2 & (3) new compressors CU-1
on roof at center of existing columns.

PLUMBING
No 60 VAN NESS AVE 46824015
P22-03902 Development Permit Approve w/Conditions-No
Appeal
10/06/2022 08/24/2023 COMM - ABS Truck Wash Development Permit Application was filed by Nicholas Rowe of Rowe Environmental
Construction, on behalf of Amartjee Singh, and
pertains to ±1.74 acres located on 1430 West
Pine Ave. The applicant proposes to develop the
property in two phases. Phase one will consist of
a ±5,760 square foot prefabricated steel building
to include two (2) truck wash bays ±3,200 square
feet, equipment room ±1,520 square feet, office
and restroom ±400 square feet. Phase two
proposes an ±2,880 square foot office building. In
addition, the project consists of on and off-site
improvements to be provided including
landscaping and trees, one trash enclosure, two
drive approaches, and access to the site. The
parcel is zoned BP (Business Park).

No 1430 W PINE AVE 44918034
P22-04148 CUP In Review 10/24/2022 04/04/2024 COMM - CIRCLE D GAS

STATION
Conditional Use Permit Application No. P22-
03906 was filed by Felipe Ceballos on behalf of
Circle “D” Food & Liquor and pertains to the 0.60
acres located at 2520 East Olive Avenue. The
applicant requests authorization to reestablish
fuel station operations at the vacant fuel station
site. The applicant also proposed facade and
landscaping improvements. The parcel is zoned
CG.

Related Application: P22 03906
No 2520 E OLIVE AVE 45208117S
P22-04254 CUP Approved w/Cond.- No Appeal 11/02/2022 07/28/2023 COMM - new building - Sandoval Private Truck Repair
Conditional Use Permit Application No. P22-
04254 was filed by Nik Kirby of WW Enterprises
on behalf of Jesus Sandoval and pertains to
±1.12 acres of property generally located on the
northwest corner of South Roeding Drive and
West Dan Ronquillo Drive, at 1984 West Dan
Ronquillo Drive (APN: 458-090-80). The
application proposes construction of a ±3,750
square-foot buildings including 3 service bays
and attached ±1,000 square-foot canopy. The
project will be utilized by a Large vehicle and
equipment sales and service use. In addition, on
and off-site improvements are proposed including
but not limited to one new drive approach, 5
parking stalls, trash enclosure, fencing,
landscaping, curbs, gutters, and sidewalks. The
project will operate Monday through Friday 7 AM
to 6 PM. The property is zoned CG (Commercial
No 1984 W DAN RONQUILLO DR 45809080
P22-04417 Development Permit Approve w/Conditions-No
Appeal
11/15/2022 04/19/2023 MX - Adaptive Re-use of JC
Penny Building
Development Permit Application No. P22-04417
was filed by Philip Mettler of The Taylor Group
Architects and pertains to ± 0.57 acres of
property at 959 Fulton Street, located on the
southwest corner of Fulton and Tulare Street. The
applicant proposes to convert the existing 6
story, 166,125 square-foot, retail building into a
mixed-use retail and multi-residential Building.

The property is zoned DTC (Downtown Core)
Yes 959 FULTON ST 46828101
P22-04444 Development Permit Approve w/Conditions-No
Appeal
11/17/2022 06/07/2023 MFR - Parkside Inn Development Permit Application P22-04444 was filed by Jon Frame of RL Davidson, Inc. and
pertains to 1.83 acres located on 1429 West
Olive Avenue. The applicant proposes lodging to
dwelling conversions of the existing Parkside Inn
from 48 motel rooms to a 39 multi-family housing
complex comprised of studios, one (1) Bedroom,
two (2) Bedroom, and three (3) Bedroom units,
demolition of the current lobby/on-site manager
building, and construction of three (3) new
buildings that will contain residential units,
community room and a leasing office. The
applicant also proposes additional landscaping
and outdoor community spaces. The multi-family
complex is proposed to be gated, will include
private drive aisles with parking for the residents,
and will provide walkways complemented by
surrounding landscaping throughout the complex
connecting the buildings. The parcel is zoned
NMX
(Neighborhood Mixed-Use) zone district.

Yes 1075 N WARREN AVE S/A 44927056T
P22-04457 Tentative Map Compliance Not Required 11/17/2022 12/21/2023 Tentative Tract Map No. 6392 Tentative Tract Map No. 6392 (P22- 04457) was filed by Daniel Bond of Gateway Engineering, on
behalf of the Fresno Housing Authority, and
pertains to approximately 7.71 acres parcel of
land located west of South Walnut Avenue and
north of west Church Avenue. The parcel (APN
477-060-04T) is zoned RS-3 and will be
developed as affordable housing with a density
bonus to achieve 33 lots. The proposed project
complies with the the General Plan with a
density of 4.3 dwelling units per acre and
il d k t k
146 E FLORENCE AVE 47706004T
P22-04533 CUP On Hold 11/28/2022 02/12/2024 COMM - Restaurant W/ Drive- Thru
Conditional Use Permit No. P22-04533 was filed
by Alan Mok of Alan Mok and pertains to ±0.30
acres located on 1720 West Clinton Avenue. The
applicant proposes to construct a ±2,295 square-
foot restaurant with a single drive-through lane
and a ±868 square-foot patio. Additional site
improvements include new interior and perimeter
landscaping and construction of a masonry trash
and recycling enclosure. Parking will include 12
parking spaces for the restaurant’s use. The
parcel is zoned CC (Commercial Community).

No 1720 W CLINTON AVE 44221241
P22-04834 CUP On Hold 12/20/2022 03/01/2023 IND CR - H2B2 USA - Refueling Station
Conditional Use Permit Application No. P22-
04834 was filed by Dirk Poeschel of Dirk
Poeschel Land Development Services, Inc and
pertains to the ±4.49 acres located at 2585 S
East Ave. The applicant proposes to construct
and operate a hydrogen refueling station on a
±30,331 SF parcel adjacent to an existing service
station with a convenience store. The parcel is
zoned IH
No 2585 S EAST AVE 47907136
P22-04850 Development Permit Final Approval - No Appeal 12/21/2022 03/15/2023 CONSTRUCTION PLANS FOR

INSTALLATION OF ELECTRIC

VEHICLE CHARGING

EQUIPMENT OK PRODUCE
ꞏ DEMOLITION OF EXISTING SURFACES FOR

THE INSTALLATION OF EV CHARGERS
ꞏ NEW SIDEWALK SURFACES AND STRIPING

ASSOCIATED WITH NEW EVSE
ꞏ PROVIDE NEW DISTRIBUTION BOARD WITH

SHUNT-TRIP, LOCKABLE OPEN, CIRCUIT

BREAKERS FOR EVSE, AND ADDITIONAL

CIRCUIT BREAKERS FOR OTHER EQUIPMENT
WITHIN PROJECT SCOPE.
ꞏ PROVIDE NEW CIRCUIT BREAKER WITHIN

EXISTING SWITCHBOARD FOR CONNECTION

TO NEW DISTRIBUTION BOARD AND BP
PULSE SITE CONTROLLER.
ꞏ PROVIDE (3) NEW 180KW ELECTRIC
VEHICLE SUPPLY EQUIPMENT (EVSE).
ꞏ PROVIDE (9) NEW 180KW ELECTRIC
VEHICLE DISPENSERS.
ꞏ PROVIDE ABOVE-GROUND RACEWAY WITH
RACEWAY BASES.
ꞏ PROVIDE FEEDERS TO NEW EQUIPMENT
WITHIN PROJECT SCOPE.
ꞏ PROVIDE NEW COMMUNICATION
INFRASTRUCTURE.

No 1888 S EAST AVE 46804006S
P23-00321 Tentative Map Complete 01/25/2023 03/29/2024 TPM-2023-04 - NWC of Olive and Marks
TPM 2023-04 -2-lot subdivision file by Peter
Moua of Moua Enterprise located on the NWC of
Olive and Marks Avenues. TPM 2023-04
proposed to subdivide the current parcel into two
parcel. Proposed Parcel A is 1.55 gross acres
and Parcel B is 1.41 gross acres. Current zoning
is CG/UGM/cz(Commercial General/Urban
Growth Management/conditions of zoning).

No 3078 W OLIVE AVE 44906056
P23-00557 CUP Approved w/Cond.- No Appeal 02/10/2023 10/16/2023 COMM - New Burger King (HWY 99 & OLIVE)
Conditional Use Permit Application No. P23-
00557 was filed by Charlie Brown of C. C.

Planning & Permitting Services on behalf of
Sunny Ghai and pertains to a portion of the 1.26
acres located at 1834 W. Olive Ave. The
applicant proposes to build a ± 2,630 sq.ft.

Burger King with drive-through, and a parking lot
with capacity for 36 vehicles with landscaping
and trash enclosure. The parcel is zoned NMX.

Related Application: Planned Development P22-
03021
No 1834 W OLIVE AVE 44923127
P23-00564 Development Permit Approve w/Conditions-No
Appeal
02/10/2023 08/30/2023 IND - new shop building
(Braswell Construction Inc)
Development Permit Application No. P23-00564
was filed by Fred Avila of Avila and Associates
Inc on behalf of Allan Braswell Construction Inc
and pertains to ±0.51 acres of property generally
located south side of East Hedges Avenue,
between North Sierra Vista and North Recreation
Avenues, at 4714 and 4724 East Hedges Avenue
(APN: 453-331-03, 16 ). The application proposes
the demolition of an existing 2,168 square-foot
open shop structure, and the construction of a
replacement 4,059 square-foot enclosed shop
building. The property is zoned IL (Light
Id t il )
No 4724 E HEDGES AVE 45333116
P23-00658 CUP Approved w/Cond.- No Appeal 02/17/2023 03/07/2024 MFR - City Motel Adaptive Reuse (Florence & G)
Conditional Use Permit Application No. P23-
00658 was filed by Marvin Armstrong (Architect)
on behalf of Jason Prittchard of Pinnacle
Investments, LLC and pertains to the 0.51 acres
located at 2309 S. "G" Street. The applicant
proposes to convert the existing City Motel to 24-
unit multifamily apartment complex, with 1 on-
site manager’s quarters (25 units total). General
site improvements will also be made. The parcel
is zoned IL
Yes 2309 S G ST 47822111
P23-00746 Development Permit Incomplete 02/24/2023 08/10/2023 Developement Permit Truck driving school No 2508 N MARKS AVE 44208109 P23-00835 CUP Final Approval- No Appeal 03/06/2023 04/09/2024 COMM / DRIVE-THROUGH - West Creek Corner Retail
(Starbucks)
Conditional Use Permit Application No. P23-
00835 was filed by Robert Vermeltfoort of
Vermeltfoort Architects, Inc. and pertains to the ±

2.98 acres located at 820 E CHURCH AVE,
FRESNO, CA 93706. The applicant proposes to
construct a ± 5,781 sq.ft. multi-tenant shell
building with drive-thru; and fully develop the site
with a 168-car parking lot, landscaping, trash
enclosures, and pad for a future building. The
parcel is zoned CC.

NOTE FOR REVIEWERS: Project is within the
boundaries of West Creek Village and subject to
the Development Agreement. Please review the
document under the documents tab.

Related Applications: A-17-007, ANX-17-005, R-
17-010, TMP-17-06
If there are any questions, please contact
No 820 E CHURCH AVE S/A 47905014
P23-00954 CUP Approved w/Cond.- No Appeal 03/13/2023 01/02/2024 COMM - Gas Station Conditional Use Permit Application No. P23- 00954 was filed by Kent Rodrigues on behalf of
Gurjit Singh and pertains to 0.32 acres located at
1240 W Shields Avenue. The applicant proposes
to demolish the existing building on the
northwest end of the property and construct a
1,360 square-foot fuel island canopy with 3 fuel
pumps along with 2 underground storage tanks.

The property is zoned CC
No 1240 W SHIELDS AVE 43526317
P23-01154 Development Permit In Review 03/27/2023 04/23/2024 IND - New truck repair facility - NKRS Trucking
Development Permit Application No. P23-01154
was filed by Brandon Rodriguez of Style-Line
Construction on behalf of Parminder Kaur of
NKRS Trucking and pertains to ±4.76 acres of
property generally located south of West Neilsen
Avenue, between North Valentine Avenue and
North Marks Avenue, at an unassigned address
(APN: 326-160-19, 20). The application proposes
a truck repair facility, in a new ±9,000 square-foot
building, and a future 3,000 square foot building
as part of a future phase. In addition, on and off-
site improvements are proposed including but not
limited to: two new drive approach's, 56
truck/trailer stalls, 27 automobile parking stalls,
sidewalks, a trash enclosure, and landscaping.

The property is zoned BP/UGM (Business
Park/Urban Growth Management Area).

No 3293 W NIELSEN AVE 32616020
P23-01295 Tentative Map Complete 04/06/2023 01/18/2024 TPM-2023-06 -- Topeka Tentative Parcel Map No. 2023-06 (P23-01295) was filed by Alan Mok, on behalf of Kevin Lu of
United Coach, LLC, pertaining to approximately

5.63 acres of property located on South Topeka
Avenue between Ventura Street and South
Parallel Avenue. The applicant requests
authorization to subdivide the subject property
into a 5 lot industrial subdivision
920 S TOPEKA AVE 46802078
P23-01403 Development Permit Approve w/Conditions-No
Appeal
04/17/2023 03/22/2024 IND - Warehouse & Distribution
(Channing & West)
Channing SPR No 1224 S CHANNING WAY 46422062
P23-01666 Development Permit In Review 05/08/2023 01/23/2024 COMM - Warehouse Development Permit Application No. P23-01666 was filed by Brenda Ramirez of Central Valley
Engineering & Surveying, Inc. and pertains to the

0.68 acres located at 2123 N. Briarwood. The
applicant proposes to construct a new 8,125
square-foot warehouse with an associated office,
as well as site improvements. The parcel is
zoned BP/UGM
No 2123 N BRIARWOOD AVE 44250105
P23-01940 Tentative Map Complete 06/01/2023 02/06/2024 TPM-2023-13 - NEC of West and Olive
TPM 2023-13 -2-lot subdivision file by Todd
Sheller of Lyles Diversified Inc. located on the
NEC of West and Olive Avenues. TPM 2023-13
proposes to subdivide the current parcel into two
parcels. Proposed Parcel A is 1.53 gross acres
and Parcel B is 1.54 gross acres. Current zoning
is NMX (Neighborhood Mixed-Use)
1210 W OLIVE AVE 45028035
P23-02068 CUP Approved w/Cond.- No Appeal 06/09/2023 03/11/2024 MFR - Van Ness Office to Residences Conversion
Conditional Use Permit Application No. P23-
02068 was filed by Seth Ramirez on behalf of
Tigran Zhamkochyan and pertains to
approximately 0.71 acres of property located at
920 & 930 North Van Ness Avenue. The
applicant requests authorization to convert
existing offices to multi-family residences
No 930 N VAN NESS AVE 45220225
P23-02080 Planned Development Approve w/Conditions-No
Appeal
06/12/2023 11/03/2023 COMM / DRIVE-THROUGH -
West Creek Corner Retail
(Starbucks)
Planned Development Permit Application No.

P23-02080 was filed by Robert Vermeltfoort of
Vermeltfoort Architects, Inc. and pertains to the ±

2.98 acres located at 820 E CHURCH AVE,
FRESNO, CA 93706. The applicant proposes to
construct a ± 5,781 sq.ft. multi-tenant shell
building with drive-thru; and fully develop the site
with a 168-car parking lot, landscaping, trash
enclosures, and pad for a future building. The
parcel is zoned CC.

NOTE FOR REVIEWERS: Project is within the
boundaries of West Creek Village and subject to
the Development Agreement.

Related Applications: A-17-007, ANX-17-005, R-
No 820 E CHURCH AVE S/A 47905014
P23-02136 CUP Approved w/Cond.- No Appeal 06/16/2023 10/20/2023 COMM - new general market and service station with drive-
through (The Yard)
Conditional Use Permit Application No. P23-
02136 was filed by Surjit Singh of Optimum
Properties LLC and pertains to a ±3.68 acre
portion of property to be developed as part of
±5.42 total acres of property generally located
south of West Ashlan Avenue, between State
Route 99 and North Golden State Boulevard at
3977 and 3722 North Golden State Boulevard
(APN's: 433-040-54, 511-240-26). The application
proposes a ±9,580 square-foot commercial retail
building which will be utilized by a food court with
±4,538 square-foot of floor area including drive-
through; a grocery market with ±4,468 square-
foot of floor area; a ±3,696 square-foot service
station with fuel island canopy; and a ±3,600
square-foot car wash building. In addition, on and
off-site improvements are proposed including but
not limited to: 1 drive approach, 91 parking stalls,
car wash vacuum bays, sidewalks, and
landscaping. The project includes the vacation of
portions of West Buckingham Way and North
Brawley Avenue as well as dedications of right of
way along Golden State Boulevard. A future lot
line adjustment will also be included with the
project. The property is zoned IL (Light
Industrial). Note: This application (P23-02136) is
a revision to Conditional Use Permit Application
No. P21-00102. Related Conditional Use Permit
Application No. P19-04757 requests
authorization to obtain a State of California
Alcoholic Beverage Control Type 21 (Off Sale
No 3977 N GOLDEN STATE BLVD
S/A
43304054
P23-02377 Development Permit Approve w/Conditions-No
Appeal
07/07/2023 04/29/2024 COMM - New adult day care
and residential care facility for
the elderly (G & H Care Facility)
Development Permit Application No. P23-02377
was filed by Vincent Palacios of Designed
Drafting on behalf of Gegham Krdikashyan and
pertains to ±0.42 acres of property generally
located on the northeast corner of Van Ness
Avenue and Monterey Street, at 2115 Monterey
Street (APN's: 468-271-09, 10). The application
proposes construction of a new ±8,997 square-
foot building to be utilized as an adult dare care
facility on the first floor and a residential care
facility for the elderly on the second and third
floors. In addition, on and off-site improvements
are proposed including but not limited to one new
drive approach, 10 parking stalls, sidewalks, and
landscaping. The property is zoned DTN
No 2115 MONTEREY ST 46827109
P23-02525 Development Permit On Hold 07/22/2023 01/25/2024 COMM - New Service Station and Convenience Store
(Expressmart 2)
Development Permit Application No. P23-02525
was filed by Hardeep Singh and pertains to ±0.66
acres of property generally located on the
northwest corner of East Shields Avenue and
North Fresno Street, at 2411 East Shields
Avenue (APN: 437-264-16). The application
proposes two buildings for a total of 10,878
square feet, which include a 4,360 square-foot
convenience retail and service station use, a
2,683 square-foot retail/office use, and 2,320
square-foot fuel island canopy including 4 multi-
pump dispensers. The existing 5,559 square-foot
Retail/office and covered paseo will be
demolished. In addition, on and off-site
improvements are proposed including but not
limited to: 2 drive approaches, 24 parking stalls,
electric vehicle chargers, sidewalks, and
landscaping. The property is zoned O (Office).

Related Conditional Use Permit Application No.

P23-01857 requests to authorization to obtain a
State of California Alcoholic Beverage Control
Type License Type 21 (Off-Sale General - beer,
wine and distilled spirits for consumption off the
premises where sold) for the proposed
No 2411 E SHIELDS AVE 43726416
P23-02692 Planned Development Approval Letter Issued 08/04/2023 11/17/2023 Tract 6392 Planned Development
The project pertains to 7.71 acres of land located
on west of South Walnut Avenue and north of
west Church Avenue in Fresno, Assessor Parcel
Number 477-060-04T. The project is bound multi-
family housing to the north and rural residential
and undeveloped land to the west, east and
south. The property is in the City and will not
require annexation. The proposed project
complies with the General Plan designation with
a density of 4.3 dwelling units per acre. The
parcel is zoned RS-3 and will be developed as
affordable housing with a density bonus to
achieve 33 lots. A pocket park and City trail
along the project frontage are also included in the
development.

This project is being proposed utilizing a density
bonus, however the bonus does not
accommodate all fo the development standards
requiring modification. This application is
requesting approval of a Planned Development for
the purpose of allowing deviations to the
development standards for lot area and lot width.

RS-3 allows for a minimum of 9,000 sf lots a
minimum of 50' wide. This project requires a
minimum lot area of 5 000 sf and a minimum
Yes 146 E FLORENCE AVE 47706004T
P23-02808 Plan Amendment
Rezone
Final Action Letter Complete 08/15/2023 01/18/2024 TA - Subdivision Appeal Language Update (Citywide)
Text Amendment Application No. P23-02808 was
filed by the City of Fresno. The applicant
requests authorization to amend Fresno
Municipal Code Section 15-5803 to change the
appeal period for subdivisions from 30 days to 45
days pursuant to the most recent Subdivision
Map Act update
2600 FRESNO ST 46606444T
P23-02877 CUP On Hold 08/20/2023 04/11/2024 New 10,000 square-foot shell building with drive-through
Conditional Use Permit Application No. P23-
02877 was filed by Jay Virk of Bottom Line
Development on behalf of Mark Morkos of 3122-
3152 N Millbrook Ave FNO LLC and pertains to
±1.13 acres of property generally located on the
southeast corner of East Shields and North
Millbrook Avenues, at 3152 North Millbrook
Avenue (APN's: 445-081-18). The application
proposes a drive through lane to be utilized by
2,200 square-foot tenant space, which is part of a
proposed 10,000 square-foot 1-story shell
building. In addition, on and off-site improvements
are proposed including but not limited to 55
parking stalls, sidewalks, and landscaping. The
No 3152 N MILLBROOK AVE BLDG
A+
44508118
P23-02972 Development Permit Incomplete 08/28/2023 09/25/2023 Truck Wash Structure Site Plan for Proposed Truck Wash Structure No 2559 S EAST AVE 47907135 P23-03008 Development Permit Approve w/Conditions-No
Appeal
08/30/2023 12/05/2023 PUB - COF Fire Station 12
(3315 W. Ashlan Ave.)
Development Permit Application No. P23-03008
was filed by Philip Mettler of The Taylor Group
Architects on behalf of Mike Mooneyham for the
City of Fresno Capital Projects Department and
pertains to approximately 1.22 of the 1.96 acres
located at 3315 West Ashlan Avenue. The
applicant proposes to construct a ± 15,842
square foot Fresno Fire Department Station
[Station 12] with associated parking lot,
landscaping, and other site improvements. The
li dI L L i h tI d ti l
No 3311 W ASHLAN AVE 43339130T
P23-03090 Plan Amendment
Rezone
09/07/2023 09/07/2023 Southeast Development Area
Specific Plan
Recommend City Council adopt the Southeast
Development Area Specific Plan and
accompanying Planning Land Use Map
2600 FRESNO ST 46606444T
P23-03091 Plan Amendment
Rezone
09/07/2023 09/07/2023 Southeast Development Area
Specific Plan - General Plan
Land Use Map Update
Recommend update of General Planned Land
Use Map (Figure LU-1) of the Fresno General
Plan to incorporate the land use changes
proposed in the Southeast Development Area
Specific Plan
2600 FRESNO ST 46606444T
P23-03143 Tentative Map On Hold 09/12/2023 03/12/2024 TPM-2023-19 - NWC Garland and Pleasant
TPM 2023-19 -2-lot subdivision file by Jonathan
Zumwalt located on the NWC of Garland and
Pleasant Avenues. TPM 2023-19 proposed to
subdivide the current parcel into two parcel.

Proposed Parcel A is 0.19 gross acres and
Parcel B is 0.19 gross acres. Current zoning is
RS-5/cz(Residential Single-Family/conditions of
zoning)
2510 W GARLAND AVE 43321014
P23-03270 CUP Approved w/Cond.- No Appeal 09/22/2023 05/02/2024 COMM - Fueling Station (EZ Market)
Conditional Use Permit Application No. P23-
03270 was filed by Jay Virk of Bottom Line
Development and pertains to the 0.38 acres
located at 112 W. California Avenue. The
applicant proposes to construct a new fueling
canopy and dispensers on the existing developed
lot The parcel is zoned CG/CA/cz
No 112 W CALIFORNIA AVE 46421218
P23-03285 Development Permit On Hold-Revisions Required 09/25/2023 04/03/2024 COMM - Taqueria and Meat Market
Development Permit Application P23-03285 was
filed by Samuel Gonzalez. Development Permit
Application P23-03285 pertains to ±0.32 acre of
vacant property located at 4770 E Belmont Ave.

The applicant proposes to build a restaurant and
office space building, a 3,774 square foot building
with 7 new parking stalls. The property is zoned
NMX (Neighborhood Mixed-Use).

No 4770 E BELMONT AVE # 101 46009202
P23-03411 Development Permit Approve w/Conditions-No
Appeal
10/05/2023 11/03/2023 Fresno Mission - RTC 2 (AB
2162)
Development Permit Application No. P23-03411
was filed by Lorren Smith of Harbour &
Associates and pertains to approximately 3.41
acres located at 2341 N PARKWAY DR. The
applicant proposes to fully develop the site with
49 units, open space, and landscaping for the
Fresno Rescue Mission. The parcel is zoned
NMX
2341 N PARKWAY DR 44209058T
P23-03513 Development Permit Final Approval-No Appeal 10/12/2023 11/15/2023 San Joaquin Memorial High School Greehouse
Construction of a 1,124 sq. ft. greenhouse to
cover the existing FFA garden that is located on
the San Joaquin Memorial High School campus
to enable the students that participate in the FFA
to be able to continue to utilize the garden in the
winter months
No 1406 N FRESNO ST 45102020
P23-03536 Development Permit Final Approval-No Appeal 10/16/2023 11/14/2023 AUTO COLLISION GROUP- FRESNO

SUBMITTED TO ADDRESS PLANNING
COMMENTS ON ITEM B23-13892
No 1744 N BLACKSTONE AVE 44623118
P23-03592 CUP Approved w/Cond.- No Appeal 10/20/2023 04/23/2024 COMM - Expansion of A-1 Auto Electric
Conditional Use Permit Application No. P23-
03592 was filed by Kevin Gilio of A-1 Auto
Electric and pertains to the 0.26 acres located at
2345 Stanislaus Street, Fresno, CA 93721. The
applicant proposes to expand their legal non-
conforming Auto/Vehicle Repair (Major) land use
into a vacant building across the street that was
previously occupied by “Pro Auto” Auto/Vehicle
Repair (Major) land use. The parcel is zoned DTN
(Downtown - Neighborhoods).

No 2345 STANISLAUS ST 46610207
P23-03676 CUP On Hold 10/27/2023 05/07/2024 MFR - 1261 Ninth Street Apts Conditional Use Permit Application No. P23- 03676 was filed by Nicholas Crawford of Crawford
Architecture & Planning on behalf of Pure
Diamond and Shaalan LLC and pertains to a
portion of the property located at 1261 North
Ninth Street. The applicant proposes a new 8-
plex apartment building, 9,132 GSF, with covered
and uncovered parking areas. The existing single-
family residence will remain and have access to
the apartment parking, driveway and
waste/recycling facilities. The parcel is zoned
RM 1 RS 5 (APN 453 282 24)
No 1261 N NINTH ST 45328224
P23-03678 Development Permit Final Approval-No Appeal 10/27/2023 11/13/2023 Rodeway Hotel Remodel Project is an existing hotel that w ill remain as one. Project consists of accessible parking and
path of travel upgrades, modernizing exterior
building finishes, repair of existing landscape
areas, and restriping of the existing parking lot.

Interior scope consists of conversion of (13)
existing hotel guest rooms into accessible
rooms, reconfiguration of some existing spaces
into additional office and staff areas, and
di i t i fi i h
No 4141 N BLACKSTONE AVE STE
A
43409215
P23-03987 Plan Amendment
Rezone
Final Action Letter Complete 11/28/2023 03/21/2024 TA - Subdivision Revision Findings Update (Citywide)
Text Amendment Application No. P23-03987 was
filed by the City of Fresno and pertains to all
property Citywide. The applicant requests
authorization to amend Fresno Municipal Code
Section 15-4304 to change the text from "and" to
"or" as it relates to findings for approval for
tentative parcel and tract map revisions
2600 FRESNO ST 46606444T
P23-04029 Development Permit Final Approval - No Appeal 11/30/2023 01/19/2024 MX - AB 2162 Multi-Family Affordable Housing (Dakota &
Blackstone)
Development Permit Application No. P23-04029
was filed by UPHoldings and pertains to
approximately 1.83 acres of property located on
the southwest corner of East Dakota and North
Blackstone Avenues. The applicant requests
authorization to redevelop the subject property
from a previous sit-down restaurant to
redevelopment including a four-story structure
encompassing 114 multi-family dwelling units for
affordable housing and veterans, and is subject to
Assembly Bill (AB) 2162 (Supportive Housing).

The subject property is zoned RMX (Regional
Mi d U )
3787 N BLACKSTONE AVE 43502011
P23-04061 Planned Development In Review 12/01/2023 05/01/2024 T-6468 - Kearney & Crystal (Planned Development)
Planned Development Application No. P23-04061
was filed by YCG Engineering and pertains to
approximately 7.82 acres of property located on
the west side of South Crystal Avenue, between
West Orleans and West Hawes Avenues. The
applicant requests authorization to modify FMC
Standards for the RS-5 zone district. The
modifications include reduced lot frontage,
reduced lot depth, and reduced lot size.

Related application: Tentative Tract Map
Application No. P23-03663 (T-6468)
1604 S CRYSTAL AVE 46407005
P23-04114 Development Permit Approve w/Conditions–No
Appeal
12/07/2023 03/29/2024 New Modular Classrooms at
Golden Charter Academy
New two pre-approved modular classroom
buildings with ramps, and new concrete walk to
be added to an existing charter school campus.

No 1626 W PRINCETON AVE 44218127
P23-04115 Development Permit Final Approval - No Appeal 12/07/2023 12/22/2023 MFR - Village at West Creek (AB 2162)
Zone Clearance Application No. P23-02303 was
filed by Betsy McGovern-Garcia of SHE and
pertains to __ acres located at 571 W Jensen
Avenue. The applicant proposes to construct 121
supportive housing units as Phase 1 of the multi-
family residences at the Villages at West Creek
North.

NOTE FOR REVIEWERS: Project is within the
boundaries of West Creek Village and subject to
the Development Agreement. Please review the
document under the documents tab.

Related Applications: A-17-007, ANX-17-005, R-
17 010 TMP 17 06
Yes 571 E JENSEN AVE 47906013
P23-04210 CUP In Review 12/15/2023 04/09/2024 CNB - Central Valley Herbery Cannabis Conditional Use Permit Application No.

P23-04210 was filed by Central Valley Herbery
and pertains to approximately 1.23 acres of
property located at 920 South Topeka Avenue.

The applicant requests authorization to demolish
the existing 16,875 square-foot industrial building
and construct an approximately 15,093 square-
foot building for a microcannabis business
(cultivation, manufacturing and distribution).

Additionally, on-site and off-site improvements
shall include, but not be limited to, a new parking
lot, bicycle parking spaces, one (1) new trash
enclosure, and new landscaping. The subject
property is located in the IH (Heavy Industrial)
No 920 S TOPEKA AVE 46802078
P24-00104 Development Permit Incomplete 01/09/2024 01/22/2024 COMM - Fast Food Restaurant We proposed to construct a 1,350 sqft., 1 s torey building to be used as a fast food restaurant with
14 seatings. We will be serving hamburgers,
Chicken strips, sandwiches, fries etc. We will be
open from 9:00 am – 9:00 pm, 7 days a week.

We will be hiring 3- 4 employees.
1460 N CEDAR AVE S/A 45314110
P24-00270 Development Permit Incomplete 01/22/2024 02/13/2024 Eddie Castro Adding two 1,000 gallon Liquefied Petroleum Gas
bulk tanks to include the following: 1. An
emergency stop system to close internal tank
valves and to shutdown the electricity to the
pump system. 2. A Liquefied Petroleum Gas
pump for filling cylinders. 3. An automated filling
system to prevent the overfilling of cylinders. This
Ametylene filling system will be installed on
existing concrete as shown in the Fresno CA
Ametylene Project document on pages 12 & 13.

Our vendor will be installing the tanks and
pumping system per the approved Airgas Piping
& Instrument Diagram to ensure all levels of
safety have been met per NFPA 58 (Liquefied
Petroleum Gas Code and NFPA 70 (National
Electrical Code. Ametylene is a Liquefied
Petroleum Gas also known as Chemtane which
has a low vapor pressure of 120 psi @ 70
degrees Fahrenheit. Ametylene has a low
flammability range of 2.3 to 9.4% in air. There is
no Toxicit
y for this gas and is a very stable liquid.

No 2320 E CHURCH AVE 47910224
P24-00282 Development Permit In Review 01/23/2024 04/19/2024 Ted C. Wills Park Ted C. Wills will be renovated into a new turf playing field area surrounded by a walking loop.

The walking loop will have 3 shaded seating
areas located along the western side to allow for
breaks and for use during practices or games
that may occur in the new playing field. The
walking loop will also receive shade trees to
provide ample shade while visitors use the path.

Along the north a fenced and double gated small
dog area will be incorporated. This dos area will
include seating, a dog waste station, and an
ADA drinking fountain with dog bowl. The entire
area is fenced and gated for safety. Additional
features include bike racks and trash and
No 735 N GLENN AVE 45221113T
P24-00283 Development Permit In Review 01/23/2024 04/19/2024 San Pablo Park San Pablo park will be receiving a complete renovation in which all existing amenities will be
removed. Sidewalks to the north will be
expanded to meet ADA requirements and 4’ tall
fencing with gates will surround the perimeter for
safety from the busy streets adjacent to the park.

A quiet picnic area will frame the park to the west
and include tables several sizes and
configurations to accommodate various users
and groups. Beyond the picnic area there will be
a plaza area that will include a stepped stage
that can be used for classes, performances, and
other activities. The large steps can also be
used for seating and gathering when the stage is
not in use. A new skate plaza will include low
skateable features that will double as seating
while maintaining an open view through the park.

To the south of the skate plaza there will be a
game area with sturdy concrete fixtures including
gaming tables, ping pong tables, and cornhole.

The eastern end of the park will include multi-use
sports courts that can be used for basketball,
futsal, and tennis. This active area will also
include exercise equipment with a small
gathering area for fitness classes. Paving
throughout the park will vary in pattern and
texture to highlight main pathways to entry and
exit points. Most of the park is under the
freeway and will be minimally planted with shade
and drought tolerant plants to provide greenery
and a cooling effect to the area The overall
No 511 N SAN PABLO AVE 45228331T
P24-00654 Development Permit On Hold 02/16/2024 05/07/2024 Aspen Meadow Public Charter School Relocatable Buildings
No 1400 E SAGINAW WAY 43426220
P24-00663 CUP Approve w/Conditions–No
Appeal
02/19/2024 04/25/2024 new nitrogen skid mounted tank Development Permit Application No. P24-00663 was filed by Pat Walter on behalf of Advanced
Metal Works Inc and pertains to ±0.86 acres of
property generally located on the southeast
corner of Calaveras and H Street, at 1560 H
Street (APN: 466-204-07). The application
proposes review of installation for a 6,000 Liter
nitrogen tank to be utilized by the existing metal
fabrication use. The tank was installed without a
permit
No 1560 H ST 46620407
P24-00794 Plan Amendment
Rezone
03/01/2024 03/01/2024 ORC/MU/MFR/NRSD 1. Allow ministerial approval of the proposed “office-to-dwelling conversion” residential use
classification in the O zone district (“Office-to-
Dwelling Conversions”);

2. Allow ministerial approval of multi-unit
residential development in the RM-1, RM-2, and
RM-3 zone districts on parcels that are within ½
mile of an existing bus stop (“Housing Near Bus
Stops”);

3. Allow ministerial approval for “multi-unit
residential” uses in NMX, CMX, RMX, CMS, and
CR zone districts on parcels within the City’s
Infill Priority Area (“Infill Residential Development
in Mixed Use Zones”); and

4. Allow ministerial approval of new standalone
multi-unit residential development in the O zone
district (“New Residential Development on Office
2600 FRESNO ST 46606444T
P24-00851 Development Permit Incomplete 03/06/2024 03/27/2024 NEW METAL GARAGE NEW METAL GARAGE 2394 S NICHOLAS AVE 47827311 P24-00873 Development Permit On Hold 03/06/2024 03/19/2024 COMM - Car Repair Shop Development Permit Application No. P24-00873 was filed by Mike Hamzy and pertains to the

0.32 acre lot located at 3215 E Saginaw Way.

The applicant is proposing to construct a car
repair shop with an attached office and a parking
lot The parcel is zoned IL
No 3215 W SAGINAW WAY 43317123
P24-00973 CUP Incomplete 03/13/2024 04/08/2024 Ride & Shine Express Wash Request for a Conditional Use Permit to allow the demolition of the existing self-serve car wash at
2422 N. Weber Ave. and replace it with a new
state-of-the-art Ride & Shine Express Wash
facility. The proposed car wash will be a legally
non-conforming use. The project will include a 78-
foot, 8-inch long car wash tunnel, an office, utility
room, bathroom, 14 vehicle parking stalls for self-
serve vehicle vacuuming including one van
accessible parking stall, a solar array, and four
future EV capable parking stalls. The project
includes two drive-thru lanes, two automated pay
stations, a proposed 6-foot concrete masonry
block wall, landscaping, lighting and a security
surveillance system. The cleaning and drying
systems represent the Best Available
Technology in commercial automobile washing.

The subject property is located on the east side
of N. Weber Ave., near (approximately 75 feet to
the north) the northeast corner of the intersection
of N. Weber and W. Clinton Avenues in the City
of Fresno. No other uses are proposed.

No 2422 N WEBER AVE 44221247
P24-01019 Development Permit On Hold 03/15/2024 03/22/2024 Andrews Apartments Six duplex units for a total of 12 single family a
partments.

No 2627 W ANDREWS AVE 43332202
P24-01360 CUP On Hold 04/09/2024 04/30/2024 2317 DAKOTA APARTMENTS PROPOSED 12-UNIT TWO STORY

APARTMENT BUILDING AND FULL SITE
IMPR
OVEMENTS.

No 2317 W DAKOTA AVE 43322006
P24-01364 Plan Amendment
Rezone
Completeness Review in
Process
04/10/2024 04/10/2024 2317 DAKOTA APARTMENTS PROPOSED 12-UNIT MULTI FAMILY

APARTMENT BUILDING AND FULL SITE
IMPR
OVEMENTS.
2317 W DAKOTA AVE 43322006
P24-01633 Planned Development On Hold 05/01/2024 05/03/2024 2579-2583 U-Shapped Plaza An amazing 21 Unit mixed-use development with an attractive outdoor seating. Twenty-Seven
Underground parking spaces, Nine Retail Stores
on the 1st floor, and Twelve Total Units on the
2nd floor consisting of One Managers Suite, Six
Apartments and Five Offices
No 2579 S ELM AVE 47921110
HCM 6th AWSC PM 2024
1: Hughes Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Intersection
Intersection Delay, s/veh 10.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 35 282 17 28 168 48 19 80 47 40 54 20 Future Vol, veh/h 35 282 17 28 168 48 19 80 47 40 54 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 38 307 18 30 183 52 21 87 51 43 59 22
Number of Lanes 1 2 0 1 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 3 3
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 3 3
HCM Control Delay, s/veh 10.7 9.9 11.2 11

HCM LOS B A B B
Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1
Vol Left, % 13% 100% 0% 0% 100% 0% 0% 35%
Vol Thru, % 55% 0% 100% 85% 0% 100% 54% 47%
Vol Right, % 32% 0% 0% 15% 0% 0% 46% 18%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 146 35 188 111 28 112 104 114
LT Vol 19 35 0 0 28 0 0 40
Through Vol 80 0 188 94 0 112 56 54
RT Vol 47 0 0 17 0 0 48 20
Lane Flow Rate 159 38 204 121 30 122 113 124
Geometry Grp 5 5 5 5 5 5 5 5
Degree of Util (X) 0.272 0.067 0.331 0.192 0.055 0.202 0.177 0.221 Departure Headway (Hd) 6.159 6.338 5.83 5.721 6.469 5.961 5.632 6.431 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 582 565 617 627 554 601 636 558
Service Time 3.902 4.074 3.566 3.457 4.207 3.699 3.37 4.177 HCM Lane V/C Ratio 0.273 0.067 0.331 0.193 0.054 0.203 0.178 0.222 HCM Control Delay, s/veh 11.2 9.5 11.4 9.8 9.6 10.2 9.6 11 HCM Lane LOS B A B A A B A B
HCM 95th-tile Q 1.1 0.2 1.4 0.7 0.2 0.8 0.6 0.8
HCM 6th Signalized Intersection Capacity Analysis PM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 286 10 8 302 6 13 0 5 7 0 32
Future Volume (veh/h) 12 286 10 8 302 6 13 0 5 7 0 32
Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 13 311 11 9 328 7 14 0 5 8 0 35
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 575 1475 52 663 1690 36 0 0 53 13 139 109
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.35 0.42 0.42 0.40 0.47 0.47 0.00 0.00 0.03 0.01 0.00 0.07 Unsig. Movement Delay
Ln Grp Delay, s/veh 25.5 22.2 22.2 21.4 18.7 18.7 0.0 0.0 57.0 100.1 0.0 17.6 Ln Grp LOS C C C C B B E F B
Approach Vol, veh/h 335 344 5 43
Approach Delay, s/veh 22.3 18.8 57.0 32.9
Approach LOS C B E C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 1 2 4 3 5 6 8 7
Case No 2.0 4.0 4.0 2.0 0.0 3.0 4.0 2.0
Phs Duration (G+Y+Rc), s 4.9 8.0 54.5 52.5 0.0 12.9 61.0 46.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green (Gmax), s 15.0 16.0 55.0 18.0 4.0 27.0 57.0 16.0 Max Allow Headway (MAH), s 4.1 4.3 4.0 4.1 0.0 4.3 4.0 4.1 Max Q Clear (g_c+l1), s 2.6 2.4 8.8 2.4 0.0 3.5 8.4 2.6 Green Ext Time (g_e), s 0.0 0.0 1.1 0.0 0.0 0.1 1.1 0.0 Prob of Phs Call (p_c) 0.23 1.00 1.00 0.26 0.00 1.00 1.00 0.35 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 0 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 0 3501 1870 3558
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1585 124 1460 76
Left Lane Group Data
Assigned Mvmt 1 0 0 3 5 0 0 7
Lane Assignment L (Prot) L (Prot) L (Prot)
HCM 6th Signalized Intersection Capacity Analysis PM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Lanes in Grp 1 0 0 1 0 0 0 1
Grp Vol (v), veh/h 8 0 0 9 0 0 0 13
Grp Sat Flow (s), veh/h/ln 1641 0 0 1641 0 0 0 1641
Q Serve Time (g_s), s 0.6 0.0 0.0 0.4 0.0 0.0 0.0 0.6
Cycle Q Clear Time (g_c), s 0.6 0.0 0.0 0.4 0.0 0.0 0.0 0.6 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 13 0 0 663 0 0 0 575
V/C Ratio (X) 0.62 0.00 0.00 0.01 0.00 0.00 0.00 0.02
Avail Cap (c_a), veh/h 205 0 0 663 0 0 0 575
Upstream Filter (I) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 59.4 0.0 0.0 21.4 0.0 0.0 0.0 25.5 Incr Delay (d2), s/veh 40.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 100.1 0.0 0.0 21.4 0.0 0.0 0.0 25.5 1st-Term Q (Q1), veh/ln 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.2 2nd-Term Q (Q2), veh/ln 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.4 0.0 0.0 0.1 0.0 0.0 0.0 0.2 %ile Storage Ratio (RQ%) 0.06 0.00 0.00 0.02 0.00 0.00 0.00 0.04 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 4 0 0 6 8 0
Lane Assignment T T T
Lanes in Grp 0 0 1 0 0 1 1 0
Grp Vol (v), veh/h 0 0 157 0 0 0 164 0
Grp Sat Flow (s), veh/h/ln 0 0 1777 0 0 1870 1777 0
Q Serve Time (g_s), s 0.0 0.0 6.8 0.0 0.0 0.0 6.4 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 6.8 0.0 0.0 0.0 6.4 0.0 Lane Grp Cap (c), veh/h 0 0 748 0 0 139 844 0
V/C Ratio (X) 0.00 0.00 0.21 0.00 0.00 0.00 0.19 0.00
Avail Cap (c_a), veh/h 0 0 814 0 0 421 844 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 22.1 0.0 0.0 0.0 18.2 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 22.2 0.0 0.0 0.0 18.7 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 2.6 0.0 0.0 0.0 2.4 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 HCM 6th Signalized Intersection Capacity Analysis PM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 2.7 0.0 0.0 0.0 2.6 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.01 0.00 0.00 0.00 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 14 0 0 16 18 0
Lane Assignment T+R T+R R T+R
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 5 165 0 0 35 171 0
Grp Sat Flow (s), veh/h/ln 0 1585 1848 0 0 1460 1857 0
Q Serve Time (g_s), s 0.0 0.4 6.8 0.0 0.0 1.5 6.4 0.0
Cycle Q Clear Time (g_c), s 0.0 0.4 6.8 0.0 0.0 1.5 6.4 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.07 0.00 0.00 1.00 0.04 0.00 Lane Grp Cap (c), veh/h 0 53 778 0 0 109 882 0
V/C Ratio (X) 0.00 0.09 0.21 0.00 0.00 0.32 0.19 0.00
Avail Cap (c_a), veh/h 0 211 847 0 0 328 882 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 56.2 22.1 0.0 0.0 15.9 18.2 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.1 0.0 0.0 1.7 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 57.0 22.2 0.0 0.0 17.6 18.7 0.0 1st-Term Q (Q1), veh/ln 0.0 0.1 2.8 0.0 0.0 0.9 2.5 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 2.8 0.0 0.0 1.0 2.7 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.02 0.00 0.00 0.51 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay, s/veh 21.5
HCM 6th LOS C
HCM 6th AWSC PM 2024+Project
1: Hughes Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Intersection
Intersection Delay, s/veh 10.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 35 285 17 30 173 52 19 80 47 41 54 20 Future Vol, veh/h 35 285 17 30 173 52 19 80 47 41 54 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 38 310 18 33 188 57 21 87 51 45 59 22
Number of Lanes 1 2 0 1 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 3 3
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 3 3
HCM Control Delay, s/veh 10.8 10 11.3 11.1

HCM LOS B A B B
Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1
Vol Left, % 13% 100% 0% 0% 100% 0% 0% 36%
Vol Thru, % 55% 0% 100% 85% 0% 100% 53% 47%
Vol Right, % 32% 0% 0% 15% 0% 0% 47% 17%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 146 35 190 112 30 115 110 115
LT Vol 19 35 0 0 30 0 0 41
Through Vol 80 0 190 95 0 115 58 54
RT Vol 47 0 0 17 0 0 52 20
Lane Flow Rate 159 38 207 122 33 125 119 125
Geometry Grp 5 5 5 5 5 5 5 5
Degree of Util (X) 0.273 0.067 0.336 0.194 0.059 0.208 0.187 0.225 Departure Headway (Hd) 6.202 6.363 5.855 5.748 6.485 5.976 5.639 6.476 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 579 563 613 625 552 600 635 554
Service Time 3.944 4.101 3.593 3.485 4.224 3.716 3.378 4.22 HCM Lane V/C Ratio 0.275 0.067 0.338 0.195 0.06 0.208 0.187 0.226 HCM Control Delay, s/veh 11.3 9.6 11.5 9.9 9.6 10.3 9.7 11.1 HCM Lane LOS B A B A A B A B
HCM 95th-tile Q 1.1 0.2 1.5 0.7 0.2 0.8 0.7 0.9
HCM 6th Signalized Intersection Capacity Analysis PM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 286 17 28 302 6 27 0 41 7 0 32 Future Volume (veh/h) 12 286 17 28 302 6 27 0 41 7 0 32 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 13 311 18 30 328 7 29 0 45 8 0 35
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 556 1408 81 659 1690 36 0 0 71 13 161 126
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.34 0.41 0.41 0.40 0.47 0.47 0.00 0.00 0.05 0.01 0.00 0.09 Unsig. Movement Delay
Ln Grp Delay, s/veh 26.5 22.9 23.0 21.9 18.7 18.7 0.0 0.0 65.1 100.1 0.0 17.1 Ln Grp LOS C C C C B B E F B
Approach Vol, veh/h 342 365 45 43
Approach Delay, s/veh 23.1 19.0 65.1 32.5
Approach LOS C B E C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 1 2 4 3 5 6 8 7
Case No 2.0 4.0 4.0 2.0 0.0 3.0 4.0 2.0
Phs Duration (G+Y+Rc), s 4.9 9.4 53.5 52.2 0.0 14.3 61.0 44.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green (Gmax), s 15.0 16.0 55.0 18.0 4.0 27.0 57.0 16.0 Max Allow Headway (MAH), s 4.1 4.3 4.0 4.1 0.0 4.3 4.0 4.1 Max Q Clear (g_c+l1), s 2.6 5.3 9.1 3.3 0.0 3.5 8.4 2.6 Green Ext Time (g_e), s 0.0 0.1 1.1 0.0 0.0 0.1 1.1 0.0 Prob of Phs Call (p_c) 0.23 1.00 1.00 0.63 0.00 1.00 1.00 0.35 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 0 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 0 3415 1870 3558
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1585 197 1460 76
Left Lane Group Data
Assigned Mvmt 1 0 0 3 5 0 0 7
Lane Assignment L (Prot) L (Prot) L (Prot)
HCM 6th Signalized Intersection Capacity Analysis PM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Lanes in Grp 1 0 0 1 0 0 0 1
Grp Vol (v), veh/h 8 0 0 30 0 0 0 13
Grp Sat Flow (s), veh/h/ln 1641 0 0 1641 0 0 0 1641
Q Serve Time (g_s), s 0.6 0.0 0.0 1.3 0.0 0.0 0.0 0.6
Cycle Q Clear Time (g_c), s 0.6 0.0 0.0 1.3 0.0 0.0 0.0 0.6 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 13 0 0 659 0 0 0 556
V/C Ratio (X) 0.62 0.00 0.00 0.05 0.00 0.00 0.00 0.02
Avail Cap (c_a), veh/h 205 0 0 659 0 0 0 556
Upstream Filter (I) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 59.4 0.0 0.0 21.9 0.0 0.0 0.0 26.4 Incr Delay (d2), s/veh 40.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 100.1 0.0 0.0 21.9 0.0 0.0 0.0 26.5 1st-Term Q (Q1), veh/ln 0.2 0.0 0.0 0.5 0.0 0.0 0.0 0.2 2nd-Term Q (Q2), veh/ln 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.4 0.0 0.0 0.5 0.0 0.0 0.0 0.2 %ile Storage Ratio (RQ%) 0.06 0.00 0.00 0.08 0.00 0.00 0.00 0.04 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 4 0 0 6 8 0
Lane Assignment T T T
Lanes in Grp 0 0 1 0 0 1 1 0
Grp Vol (v), veh/h 0 0 161 0 0 0 164 0
Grp Sat Flow (s), veh/h/ln 0 0 1777 0 0 1870 1777 0
Q Serve Time (g_s), s 0.0 0.0 7.0 0.0 0.0 0.0 6.4 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 7.0 0.0 0.0 0.0 6.4 0.0 Lane Grp Cap (c), veh/h 0 0 732 0 0 161 844 0
V/C Ratio (X) 0.00 0.00 0.22 0.00 0.00 0.00 0.19 0.00
Avail Cap (c_a), veh/h 0 0 814 0 0 421 844 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 22.8 0.0 0.0 0.0 18.2 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 22.9 0.0 0.0 0.0 18.7 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 2.8 0.0 0.0 0.0 2.4 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 HCM 6th Signalized Intersection Capacity Analysis PM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 2.8 0.0 0.0 0.0 2.6 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.02 0.00 0.00 0.00 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 14 0 0 16 18 0
Lane Assignment T+R T+R R T+R
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 45 168 0 0 35 171 0
Grp Sat Flow (s), veh/h/ln 0 1585 1835 0 0 1460 1857 0
Q Serve Time (g_s), s 0.0 3.3 7.1 0.0 0.0 1.5 6.4 0.0
Cycle Q Clear Time (g_c), s 0.0 3.3 7.1 0.0 0.0 1.5 6.4 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.11 0.00 0.00 1.00 0.04 0.00 Lane Grp Cap (c), veh/h 0 71 756 0 0 126 882 0
V/C Ratio (X) 0.00 0.63 0.22 0.00 0.00 0.28 0.19 0.00
Avail Cap (c_a), veh/h 0 211 841 0 0 328 882 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 56.3 22.8 0.0 0.0 15.9 18.2 0.0 Incr Delay (d2), s/veh 0.0 8.8 0.1 0.0 0.0 1.2 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 65.1 23.0 0.0 0.0 17.1 18.7 0.0 1st-Term Q (Q1), veh/ln 0.0 1.3 2.9 0.0 0.0 0.9 2.5 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 1.5 2.9 0.0 0.0 1.0 2.7 0.0 %ile Storage Ratio (RQ%) 0.00 0.13 0.02 0.00 0.00 0.50 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay, s/veh 24.1
HCM 6th LOS C
HCM 6th AWSC AM 2024
1: Hughes Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 212 25 27 121 26 9 45 33 46 86 20 Future Vol, veh/h 22 212 25 27 121 26 9 45 33 46 86 20
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 24 230 27 29 132 28 10 49 36 50 93 22
Number of Lanes 1 2 0 1 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 3 3
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 3 3
HCM Control Delay, s/veh 9.6 9.1 9.5 10.7

HCM LOS A A A B
Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1
Vol Left, % 10% 100% 0% 0% 100% 0% 0% 30%
Vol Thru, % 52% 0% 100% 74% 0% 100% 61% 57%
Vol Right, % 38% 0% 0% 26% 0% 0% 39% 13%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 87 22 141 96 27 81 66 152
LT Vol 9 22 0 0 27 0 0 46
Through Vol 45 0 141 71 0 81 40 86
RT Vol 33 0 0 25 0 0 26 20
Lane Flow Rate 95 24 154 104 29 88 72 165
Geometry Grp 5 5 5 5 5 5 5 5
Degree of Util (X) 0.151 0.04 0.235 0.153 0.051 0.139 0.109 0.266 Departure Headway (Hd) 5.748 6.002 5.496 5.311 6.207 5.701 5.423 5.912 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 627 590 645 668 581 633 665 611
Service Time 3.457 3.801 3.294 3.109 3.907 3.401 3.123 3.612 HCM Lane V/C Ratio 0.152 0.041 0.239 0.156 0.05 0.139 0.108 0.27 HCM Control Delay, s/veh 9.5 9.1 10 9.1 9.2 9.3 8.8 10.7 HCM Lane LOS A A A A A A A B
HCM 95th-tile Q 0.5 0.1 0.9 0.5 0.2 0.5 0.4 1.1
HCM 6th Signalized Intersection Capacity Analysis AM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 257 4 5 280 9 10 0 2 1 1 10
Future Volume (veh/h) 30 257 4 5 280 9 10 0 2 1 1 10
Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 33 279 4 5 304 10 11 0 2 1 1 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 586 1468 21 694 1668 55 0 0 53 2 127 99
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.36 0.41 0.41 0.42 0.47 0.47 0.00 0.00 0.03 0.00 0.07 0.07 Unsig. Movement Delay
Ln Grp Delay, s/veh 25.3 22.8 22.8 20.1 18.6 18.6 0.0 0.0 56.4 214.0 52.2 16.1 Ln Grp LOS C C C C B B E F D B
Approach Vol, veh/h 316 319 2 13
Approach Delay, s/veh 23.1 18.6 56.4 34.1
Approach LOS C B E C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 1 2 4 3 5 6 8 7
Case No 2.0 4.0 4.0 2.0 0.0 3.0 4.0 2.0
Phs Duration (G+Y+Rc), s 4.1 8.0 53.1 54.7 0.0 12.1 61.0 46.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green (Gmax), s 15.0 16.0 55.0 18.0 4.0 27.0 57.0 16.0 Max Allow Headway (MAH), s 4.1 4.3 4.0 4.1 0.0 4.3 4.0 4.1 Max Q Clear (g_c+l1), s 2.1 2.1 8.0 2.2 0.0 2.5 8.0 3.6 Green Ext Time (g_e), s 0.0 0.0 0.9 0.0 0.0 0.0 1.1 0.0 Prob of Phs Call (p_c) 0.03 1.00 1.00 0.15 0.00 1.00 1.00 0.67 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 0 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 0 3587 1870 3511
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1585 51 1460 115
Left Lane Group Data
Assigned Mvmt 1 0 0 3 5 0 0 7
Lane Assignment L (Prot) L (Prot) L (Prot)
HCM 6th Signalized Intersection Capacity Analysis AM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Lanes in Grp 1 0 0 1 0 0 0 1
Grp Vol (v), veh/h 1 0 0 5 0 0 0 33
Grp Sat Flow (s), veh/h/ln 1641 0 0 1641 0 0 0 1641
Q Serve Time (g_s), s 0.1 0.0 0.0 0.2 0.0 0.0 0.0 1.6
Cycle Q Clear Time (g_c), s 0.1 0.0 0.0 0.2 0.0 0.0 0.0 1.6 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 2 0 0 694 0 0 0 586
V/C Ratio (X) 0.56 0.00 0.00 0.01 0.00 0.00 0.00 0.06
Avail Cap (c_a), veh/h 205 0 0 694 0 0 0 586
Upstream Filter (I) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 59.9 0.0 0.0 20.0 0.0 0.0 0.0 25.3 Incr Delay (d2), s/veh 154.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 214.0 0.0 0.0 20.1 0.0 0.0 0.0 25.3 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.6 %ile Storage Ratio (RQ%) 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.10 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 4 0 0 6 8 0
Lane Assignment T T T
Lanes in Grp 0 0 1 0 0 1 1 0
Grp Vol (v), veh/h 0 0 138 0 0 1 153 0
Grp Sat Flow (s), veh/h/ln 0 0 1777 0 0 1870 1777 0
Q Serve Time (g_s), s 0.0 0.0 6.0 0.0 0.0 0.1 6.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 6.0 0.0 0.0 0.1 6.0 0.0 Lane Grp Cap (c), veh/h 0 0 727 0 0 127 844 0
V/C Ratio (X) 0.00 0.00 0.19 0.00 0.00 0.01 0.18 0.00
Avail Cap (c_a), veh/h 0 0 814 0 0 421 844 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 22.7 0.0 0.0 52.2 18.1 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.0 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 22.8 0.0 0.0 52.2 18.6 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 2.3 0.0 0.0 0.0 2.3 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 HCM 6th Signalized Intersection Capacity Analysis AM 2024 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 2.4 0.0 0.0 0.0 2.4 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.01 0.00 0.00 0.00 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 14 0 0 16 18 0
Lane Assignment T+R T+R R T+R
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 2 145 0 0 11 161 0
Grp Sat Flow (s), veh/h/ln 0 1585 1861 0 0 1460 1850 0
Q Serve Time (g_s), s 0.0 0.1 6.0 0.0 0.0 0.5 6.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.1 6.0 0.0 0.0 0.5 6.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.03 0.00 0.00 1.00 0.06 0.00 Lane Grp Cap (c), veh/h 0 53 762 0 0 99 879 0
V/C Ratio (X) 0.00 0.04 0.19 0.00 0.00 0.11 0.18 0.00
Avail Cap (c_a), veh/h 0 211 853 0 0 328 879 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 56.1 22.7 0.0 0.0 15.6 18.1 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.1 0.0 0.0 0.5 0.5 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 56.4 22.8 0.0 0.0 16.1 18.6 0.0 1st-Term Q (Q1), veh/ln 0.0 0.1 2.5 0.0 0.0 0.3 2.4 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.1 2.5 0.0 0.0 0.3 2.5 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.01 0.00 0.00 0.16 0.06 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay, s/veh 21.2
HCM 6th LOS C
HCM 6th AWSC AM 2024+Project
1: Hughes Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 241 25 37 145 46 9 45 33 56 86 20 Future Vol, veh/h 22 241 25 37 145 46 9 45 33 56 86 20
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 24 262 27 40 158 50 10 49 36 61 93 22
Number of Lanes 1 2 0 1 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 3 3
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 3 3
HCM Control Delay, s/veh 10.1 9.5 9.9 11.5

HCM LOS B A A B
Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1
Vol Left, % 10% 100% 0% 0% 100% 0% 0% 35%
Vol Thru, % 52% 0% 100% 76% 0% 100% 51% 53%
Vol Right, % 38% 0% 0% 24% 0% 0% 49% 12%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 87 22 161 105 37 97 94 162
LT Vol 9 22 0 0 37 0 0 56
Through Vol 45 0 161 80 0 97 48 86
RT Vol 33 0 0 25 0 0 46 20
Lane Flow Rate 95 24 175 114 40 105 103 176
Geometry Grp 5 5 5 5 5 5 5 5
Degree of Util (X) 0.158 0.041 0.278 0.177 0.071 0.17 0.156 0.301 Departure Headway (Hd) 6.019 6.243 5.736 5.568 6.328 5.82 5.474 6.162 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 597 574 627 645 567 617 656 585
Service Time 3.751 3.972 3.465 3.296 4.056 3.549 3.202 3.891 HCM Lane V/C Ratio 0.159 0.042 0.279 0.177 0.071 0.17 0.157 0.301 HCM Control Delay, s/veh 9.9 9.2 10.7 9.5 9.5 9.7 9.2 11.5 HCM Lane LOS A A B A A A A B
HCM 95th-tile Q 0.6 0.1 1.1 0.6 0.2 0.6 0.6 1.3
HCM 6th Signalized Intersection Capacity Analysis AM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 257 72 198 280 9 78 0 175 1 1 10 Future Volume (veh/h) 30 257 72 198 280 9 78 0 175 1 1 10 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 33 279 78 215 304 10 85 0 190 1 1 11 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 40 1055 289 573 2484 82 0 0 211 2 314 245
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.02 0.38 0.38 0.35 0.71 0.71 0.00 0.00 0.13 0.00 0.17 0.17 Unsig. Movement Delay
Ln Grp Delay, s/veh 89.2 25.6 25.7 29.6 5.8 5.8 0.0 0.0 86.9 214.0 41.6 41.9 Ln Grp LOS F C C C A A F F D D
Approach Vol, veh/h 390 529 190 13
Approach Delay, s/veh 31.0 15.5 86.9 55.2
Approach LOS C B F E
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 1 2 3 4 5 6 7 8
Case No 2.0 4.0 2.0 4.0 0.0 3.0 2.0 4.0
Phs Duration (G+Y+Rc), s 4.1 20.0 45.9 49.9 0.0 24.1 7.0 88.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green (Gmax), s 15.0 16.0 18.0 55.0 4.0 27.0 16.0 57.0 Max Allow Headway (MAH), s 4.1 4.3 4.1 4.1 0.0 4.3 4.1 4.0 Max Q Clear (g_c+l1), s 2.1 16.2 13.8 10.5 0.0 2.8 4.4 5.3 Green Ext Time (g_e), s 0.0 0.0 0.3 1.3 0.0 0.0 0.0 1.1 Prob of Phs Call (p_c) 0.03 1.00 1.00 1.00 0.00 1.00 0.67 1.00 Prob of Max Out (p_x) 0.00 1.00 0.91 0.00 0.00 0.00 0.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 0 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 0 2755 1870 3511
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1585 756 1460 115
Left Lane Group Data
Assigned Mvmt 1 0 3 0 5 0 7 0
Lane Assignment L (Prot) L (Prot) L (Prot)
HCM 6th Signalized Intersection Capacity Analysis AM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
Lanes in Grp 1 0 1 0 0 0 1 0
Grp Vol (v), veh/h 1 0 215 0 0 0 33 0
Grp Sat Flow (s), veh/h/ln 1641 0 1641 0 0 0 1641 0
Q Serve Time (g_s), s 0.1 0.0 11.8 0.0 0.0 0.0 2.4 0.0
Cycle Q Clear Time (g_c), s 0.1 0.0 11.8 0.0 0.0 0.0 2.4 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Lane Grp Cap (c), veh/h 2 0 573 0 0 0 40 0
V/C Ratio (X) 0.56 0.00 0.38 0.00 0.00 0.00 0.82 0.00
Avail Cap (c_a), veh/h 205 0 573 0 0 0 219 0
Upstream Filter (I) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 Uniform Delay (d1), s/veh 59.9 0.0 29.2 0.0 0.0 0.0 58.2 0.0 Incr Delay (d2), s/veh 154.1 0.0 0.4 0.0 0.0 0.0 30.9 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 214.0 0.0 29.6 0.0 0.0 0.0 89.2 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 4.4 0.0 0.0 0.0 1.0 0.0 2nd-Term Q (Q2), veh/ln 0.1 0.0 0.1 0.0 0.0 0.0 0.3 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.1 0.0 4.4 0.0 0.0 0.0 1.3 0.0 %ile Storage Ratio (RQ%) 0.02 0.00 0.75 0.00 0.00 0.00 0.22 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 0 0 1 0 1 0 1
Grp Vol (v), veh/h 0 0 0 178 0 1 0 153
Grp Sat Flow (s), veh/h/ln 0 0 0 1777 0 1870 0 1777
Q Serve Time (g_s), s 0.0 0.0 0.0 8.2 0.0 0.1 0.0 3.3
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 8.2 0.0 0.1 0.0 3.3 Lane Grp Cap (c), veh/h 0 0 0 680 0 314 0 1257
V/C Ratio (X) 0.00 0.00 0.00 0.26 0.00 0.00 0.00 0.12
Avail Cap (c_a), veh/h 0 0 0 814 0 421 0 1257
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 25.4 0.0 41.6 0.0 5.6 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.2
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 25.6 0.0 41.6 0.0 5.8 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 3.3 0.0 0.0 0.0 1.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 HCM 6th Signalized Intersection Capacity Analysis AM 2024+Project 2: Delno Ave & Belmont Ave 05/01/2024
Scenario 1 Baseline Synchro 12 Report
3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.3 0.0 0.0 0.0 1.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment T+R T+R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 190 0 179 0 11 0 161
Grp Sat Flow (s), veh/h/ln 0 1585 0 1734 0 1460 0 1850
Q Serve Time (g_s), s 0.0 14.2 0.0 8.5 0.0 0.8 0.0 3.3
Cycle Q Clear Time (g_c), s 0.0 14.2 0.0 8.5 0.0 0.8 0.0 3.3 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 0.44 0.00 1.00 0.00 0.06 Lane Grp Cap (c), veh/h 0 211 0 664 0 245 0 1309
V/C Ratio (X) 0.00 0.90 0.00 0.27 0.00 0.04 0.00 0.12
Avail Cap (c_a), veh/h 0 211 0 795 0 328 0 1309
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 51.2 0.0 25.5 0.0 41.9 0.0 5.6 Incr Delay (d2), s/veh 0.0 35.7 0.0 0.2 0.0 0.1 0.0 0.2 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 86.9 0.0 25.7 0.0 41.9 0.0 5.8 1st-Term Q (Q1), veh/ln 0.0 5.4 0.0 3.3 0.0 0.3 0.0 1.0 2nd-Term Q (Q2), veh/ln 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 7.5 0.0 3.3 0.0 0.3 0.0 1.1 %ile Storage Ratio (RQ%) 0.00 0.67 0.00 0.02 0.00 0.14 0.00 0.03 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay, s/veh 33.5
HCM 6th LOS C
Warrants Summary Report
1: Belmont Ave & Hughes Ave
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
Approch Speed
Belmont Ave
NB/SB
2 45
Hughes Ave
EB
1 25
Met? NotesWarr
ant
Warrant 1, Eight-Hour Vehicular Volume
No
Condition A or B Met? No 0 Hours met (8 required)
Condition A and B Met? No 0 Hours met (8 required)
Warrant 2, Four-Hour Vehicular Volume
No 0 Hours met (4 required)
Warrant 3, Peak Hour
No
Condition A Met? No 0 Hours met (1 required)
Condition B Met? No 0 Hours met (1 required)
Warrant 4, Pedestrian Volume
No
Condition A Met? No 0 Hours met (4 required)
Condition B Met? No 0 Hours met (1 required)
Warrant 5, School Crossing
No
1California 2012
Warrant 6, Coordinated Signal System
No
Warrant 7, Crash Experience
No
Traffic Volume Condition? No 0 Hours met (8 required)
Ped Condition? No 0 Hours met (8 required)
Warrant 8, Roadway Network
No
Warrant 9, Intersection Near a Grade Crossing
No
AWSC Warrant, Multiway Stop Application
No
Condition A Met? No
Condition B Met? No
Condition C Met? No
BicycleWarrant
No 0 Hours met (1 required)
2California 2012
1: Stine Rd & School Entrance
Warrant 1: Eight-hour Vehicular Volume
Intersection Information
Major Street Name:

Major Street Direction:

Minor Street Direction:

WARRANT 1 MET?
Belmont Ave
EB/WB
NB/SB
No
Details:

Condition A Met?
Condition B Met?
No 0 Hours met (8 required)
No 0 Hours met (8 required)
Hour Major Street Vehicles
(Total of Both Approaches)
High Volume Minor
Approach Vehicles
70% Standard Met?
Cond. A OR Cond. B
56% Standard Met?
Cond. A AND Cond. B
Condition A
70%
Column
Condition B
70%
Column
Condition A
56%
Column
Condition B
56%
Column
00:00 to 01:00 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
00:15 to 01:15 1
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
01:30 to 02:30 4
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
02:00 to 03:00 3
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
3California 2012
02:15 to 03:15 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
03:30 to 04:30 9
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
03:45 to 04:45 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:00 to 05:00 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:15 to 05:15 9
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:30 to 05:30 16
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:45 to 05:45 21
No
No
2 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
4California 2012
05:00 to 06:00 21
No
No
2 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:15 to 06:15 29
No
No
6 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:30 to 06:30 29
No
No
13 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:45 to 06:45 29
No
No
34 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
06:00 to 07:00 41
No
No
70 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
06:15 to 07:15 46
No
No
121
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
06:30 to 07:30 54
No
No
225
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
5California 2012
06:45 to 07:45 63
No
No
290
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:00 to 08:00 64
No
No
326
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:15 to 08:15 69
No
No
312
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:30 to 08:30 63
No
No
216
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:45 to 08:45 59
No
No
146
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
08:00 to 09:00 62
No
No
86 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
08:15 to 09:15 52
No
No
49 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
NoNo
No
No No No No
6California 2012
08:30 to 09:30 48
No
No
38 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
08:45 to 09:45 43
No
No
27 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:00 to 10:00 35
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:15 to 10:15 33
No
No
20 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:30 to 10:30 32
No
No
28 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:45 to 10:45 32
No
No
27 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:00 to 11:00 35
No
No
29 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
7California 2012
10:15 to 11:15 36
No
No
24 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:30 to 11:30 43
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:45 to 11:45 42
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:00 to 12:00 45
No
No
16 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:15 to 12:15 49
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:30 to 12:30 51
No
No
26 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:45 to 12:45 53
No
No
25 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
8California 2012
12:00 to 13:00 49
No
No
44 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
NoNo
No
No No No No
12:15 to 13:15 53
No
No
85 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
12:30 to 13:30 47
No
No
128
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
12:45 to 13:45 54
No
No
187
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:00 to 14:00 58
No
No
234
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:15 to 14:15 56
No
No
221
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:30 to 14:30 60
No
No
176
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
9California 2012
13:45 to 14:45 58
No
No
120
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
14:00 to 15:00 61
No
No
54 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
14:15 to 15:15 69
No
No
26 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14:30 to 15:30 76
No
No
20 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14:45 to 15:45 91
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:00 to 16:00 102
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:15 to 16:15 102
No
No
9 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10California 2012
15:30 to 16:30 105
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:45 to 16:45 91
No
No
13 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:00 to 17:00 88
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:15 to 17:15 84
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:30 to 17:30 82
No
No
16 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:45 to 17:45 83
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:00 to 18:00 72
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11California 2012
17:15 to 18:15 68
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:30 to 18:30 61
No
No
7 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:45 to 18:45 51
No
No
3 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:00 to 19:00 46
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:15 to 19:15 43
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:30 to 19:30 38
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:45 to 19:45 33
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
12California 2012
19:00 to 20:00 28
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:15 to 20:15 24
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:30 to 20:30 21
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:45 to 20:45 26
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:00 to 21:00 26
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:15 to 21:15 21
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:30 to 21:30 18
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
13California 2012
20:45 to 21:45 13
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:00 to 22:00 11
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:15 to 22:15 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:30 to 22:30 14
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:45 to 22:45 13
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
22:00 to 23:00 9
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
22:15 to 23:15 7
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14California 2012
22:30 to 23:30 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
23:45 to 00:45 4
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15California 2012
1: Stine Rd & School Entrance
Warrant 2: Four-hour Vehicular Volume
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
A
pproch Speed
Belmont Ave
EB/WB
2 45
Hughes Ave
NB/SB
1 25
NoWarrant 2 Met?
Details:

Notes
Low population Yes
0 Hours met (4 required)
16California 2012
Warrant 3: Peak Hour
1: Stine Rd & School Entrance
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
Approch Speed
Warrant 3 M et?
Belmont Ave
EB/WB
2 45
Hughes Ave
NB/SB
1 25
No
Details
Low Population
?
Condition A Met ?
Notes
Condition B Met ?
Notes
Minor Approach Time Delay Condition Met?
Minor Approach Volume Condition Met?
Total Entering Intersection Volume Condition Met?
No
0 Hours met (1 required)
No
0 Hours met (1 required)
Not Met
Not Met
Met
Yes
1 1/19/2024California 2012
Warrants Summary Report
1: Belmont Ave & Hughes Ave
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
Approch Speed
Belmont Ave
NB/SB
2 45
Hughes Ave
EB
1 25
Met? NotesWarr
ant
Warrant 1, Eight-Hour Vehicular Volume
No
Condition A or B Met? No 0 Hours met (8 required)
Condition A and B Met? No 0 Hours met (8 required)
Warrant 2, Four-Hour Vehicular Volume
No 0 Hours met (4 required)
Warrant 3, Peak Hour
No
Condition A Met? No 0 Hours met (1 required)
Condition B Met? No 0 Hours met (1 required)
Warrant 4, Pedestrian Volume
No
Condition A Met? No 0 Hours met (4 required)
Condition B Met? No 0 Hours met (1 required)
Warrant 5, School Crossing
No
1California 2012
Warrant 6, Coordinated Signal System
No
Warrant 7, Crash Experience
No
Traffic Volume Condition? No 0 Hours met (8 required)
Ped Condition? No 0 Hours met (8 required)
Warrant 8, Roadway Network
No
Warrant 9, Intersection Near a Grade Crossing
No
AWSC Warrant, Multiway Stop Application
No
Condition A Met? No
Condition B Met? No
Condition C Met? No
BicycleWarrant
No 0 Hours met (1 required)
2California 2012
1: Stine Rd & School Entrance
Warrant 1: Eight-hour Vehicular Volume
Intersection Information
Major Street Name:

Major Street Direction:

Minor Street Direction:

WARRANT 1 MET?
Belmont Ave
EB/WB
NB/SB
No
Details:

Condition A Met?
Condition B Met?
No 0 Hours met (8 required)
No 0 Hours met (8 required)
Hour Major Street Vehicles
(Total of Both Approaches)
High Volume Minor
Approach Vehicles
70% Standard Met?
Cond. A OR Cond. B
56% Standard Met?
Cond. A AND Cond. B
Condition A
70%
Column
Condition B
70%
Column
Condition A
56%
Column
Condition B
56%
Column
00:00 to 01:00 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
00:15 to 01:15 1
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
01:30 to 02:30 4
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
02:00 to 03:00 3
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
3California 2012
02:15 to 03:15 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
03:30 to 04:30 9
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
03:45 to 04:45 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:00 to 05:00 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:15 to 05:15 9
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:30 to 05:30 16
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
04:45 to 05:45 21
No
No
2 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
4California 2012
05:00 to 06:00 21
No
No
2 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:15 to 06:15 29
No
No
6 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:30 to 06:30 29
No
No
13 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
05:45 to 06:45 29
No
No
34 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
06:00 to 07:00 41
No
No
70 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
06:15 to 07:15 46
No
No
121
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
06:30 to 07:30 54
No
No
225
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
5California 2012
06:45 to 07:45 63
No
No
290
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:00 to 08:00 64
No
No
326
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:15 to 08:15 69
No
No
312
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:30 to 08:30 63
No
No
216
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
07:45 to 08:45 59
No
No
146
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
08:00 to 09:00 62
No
No
86 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
08:15 to 09:15 52
No
No
49 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
NoNo
No
No No No No
6California 2012
08:30 to 09:30 48
No
No
38 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
08:45 to 09:45 43
No
No
27 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:00 to 10:00 35
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:15 to 10:15 33
No
No
20 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:30 to 10:30 32
No
No
28 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
09:45 to 10:45 32
No
No
27 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:00 to 11:00 35
No
No
29 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
7California 2012
10:15 to 11:15 36
No
No
24 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:30 to 11:30 43
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10:45 to 11:45 42
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:00 to 12:00 45
No
No
16 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:15 to 12:15 49
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:30 to 12:30 51
No
No
26 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11:45 to 12:45 53
No
No
25 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
8California 2012
12:00 to 13:00 49
No
No
44 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
NoNo
No
No No No No
12:15 to 13:15 53
No
No
85 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
12:30 to 13:30 47
No
No
128
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
12:45 to 13:45 54
No
No
187
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:00 to 14:00 58
No
No
234
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:15 to 14:15 56
No
No
221
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
13:30 to 14:30 60
No
No
176
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
9California 2012
13:45 to 14:45 58
No
No
120
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
Yes
Yes
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
14:00 to 15:00 61
No
No
54 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
Yes
YesNo
No
No No No No
14:15 to 15:15 69
No
No
26 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14:30 to 15:30 76
No
No
20 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14:45 to 15:45 91
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:00 to 16:00 102
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:15 to 16:15 102
No
No
9 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
10California 2012
15:30 to 16:30 105
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15:45 to 16:45 91
No
No
13 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:00 to 17:00 88
No
No
14 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:15 to 17:15 84
No
No
17 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:30 to 17:30 82
No
No
16 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
16:45 to 17:45 83
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:00 to 18:00 72
No
No
15 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
11California 2012
17:15 to 18:15 68
No
No
10 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:30 to 18:30 61
No
No
7 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
17:45 to 18:45 51
No
No
3 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:00 to 19:00 46
No
No
1 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:15 to 19:15 43
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:30 to 19:30 38
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
18:45 to 19:45 33
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
12California 2012
19:00 to 20:00 28
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:15 to 20:15 24
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:30 to 20:30 21
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
19:45 to 20:45 26
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:00 to 21:00 26
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:15 to 21:15 21
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
20:30 to 21:30 18
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
13California 2012
20:45 to 21:45 13
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:00 to 22:00 11
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:15 to 22:15 12
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:30 to 22:30 14
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
21:45 to 22:45 13
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
22:00 to 23:00 9
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
22:15 to 23:15 7
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
14California 2012
22:30 to 23:30 2
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
23:45 to 00:45 4
No
No
0 Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (350)?
Condition A
Condition B
Volume >= 56%
column (280)?
No
No
Volume >= 70%
column (525)?
Volume >= 56%
column (420)?
Volume >= 70%
column (53)?
Volume >= 56%
column (42)?
No
NoNo
No
No No No No
15California 2012
1: Stine Rd & School Entrance
Warrant 2: Four-hour Vehicular Volume
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
A
pproch Speed
Belmont Ave
EB/WB
2 45
Hughes Ave
NB/SB
1 25
NoWarrant 2 Met?
Details:

Notes
Low population Yes
0 Hours met (4 required)
16California 2012
Warrant 3: Peak Hour
1: Stine Rd & School Entrance
Intersection Information
Street Name
Direction
Number of Lanes
Major Street Minor Street
Approch Speed
Warrant 3 M et?
Belmont Ave
EB/WB
2 45
Hughes Ave
NB/SB
1 25
No
Details
Low Population
?
Condition A Met ?
Notes
Condition B Met ?
Notes
Minor Approach Time Delay Condition Met?
Minor Approach Volume Condition Met?
Total Entering Intersection Volume Condition Met?
No
0 Hours met (1 required)
No
0 Hours met (1 required)
Not Met
Not Met
Met
Yes
1 1/19/2024California 2012
File Name : 01_FSO_Hughes_Bel AM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 1
City of Fresno
N/S: Hughes Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Total Volume
Hughes Avenue
Southbound
Belmont Avenue
Westbound
Hughes Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:30 AM 6 8 2 16 2 24 6 32 1 3 4 8 5 29 1 35 91
06:45 AM 5 11 3 19 8 21 5 34 0 5 9 14 5 37 5 47 114
Total 11 19 5 35 10 45 11 66 1 8 13 22 10 66 6 82 205
07:00 AM 12 20 6 38 4 31 2 37 1 7 10 18 4 58 11 73 166
07:15 AM 13 18 6 37 3 23 12 38 2 6 6 14 2 65 7 74 163
07:30 AM 15 27 6 48 11 35 9 55 3 14 6 23 6 48 5 59 185
07:45 AM 6 21 2 29 9 32 3 44 3 18 11 32 10 41 2 53 158
Total 46 86 20 152 27 121 26 174 9 45 33 87 22 212 25 259 672 08:00 AM 5 15 3 23 8 25 13 46 2 16 6 24 5 33 3 41 134
08:15 AM 8 9 2 19 5 30 8 43 1 9 7 17 4 44 2 50 129
Grand Total 70 129 30 229 50 221 58 329 13 78 59 150 41 355 36 432 1140 Apprch % 30.6 56.3 13.1 15.2 67.2 17.6 8.7 52 39.3 9.5 82.2 8.3 Total % 6.1 11.3 2.6 20.1 4.4 19.4 5.1 28.9 1.1 6.8 5.2 13.2 3.6 31.1 3.2 37.9 Hughes Avenue
Southbound
Belmont Avenue
Westbound
Hughes Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 12 20 6 38 4 31 2 37 1 7 10 18 4 58 11 73 166
07:15 AM 13 18 6 37 3 23 12 38 2 6 6 14 2 65 7 74 163
07:30 AM 15 27 6 48 11 35 9 55 3 14 6 23 6 48 5 59 185
07:45 AM 6 21 2 29 9 32 3 44 3 18 11 32 10 41 2 53 158
Total Volume 46 86 20 152 27 121 26 174 9 45 33 87 22 212 25 259 672 % App. Total 30.3 56.6 13.2 15.5 69.5 14.9 10.3 51.7 37.9 8.5 81.9 9.7 PHF .767 .796 .833 .792 .614 .864 .542 .791 .750 .625 .750 .680 .550 .815 .568 .875 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_FSO_Hughes_Bel AM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 2
City of Fresno
N/S: Hughes Avenue
E/W: Belmont Avenue
Weather: Clear
Hughes Avenue
Belmont Avenue
Belmont Avenue
Hughes Avenue
Right
20 Thru
86 Left
46 InOut Total
93 152 245
Right
26 Thru
121
Left
27 OutTotal In
291 174 465
Left
9 Thru
45 Right
33 Out TotalIn
138 87 225
Left
22 Thru
212
Right
25 TotalOut In
150 259 409
Peak Hour Begins at 07:00 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 07:30 AM 07:00 AM
+0 mins. 12 20 6 38 11 35 9 55 3 14 6 23 4 58 11 73
+15 mins. 13 18 6 37 9 32 3 44 3 18 11 32 2 65 7 74
+30 mins. 15 27 6 48 8 25 13 46 2 16 6 24 6 48 5 59
+45 mins. 6 21 2 29 5 30 8 43 1 9 7 17 10 41 2 53
Total Volume 46 86 20 152 33 122 33 188 9 57 30 96 22 212 25 259 % App. Total 30.3 56.6 13.2 17.6 64.9 17.6 9.4 59.4 31.2 8.5 81.9 9.7 PHF .767 .796 .833 .792 .750 .871 .635 .855 .750 .792 .682 .750 .550 .815 .568 .875 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_FSO_Hughes_Bel PM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 1
City of Fresno
N/S: Hughes Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Total Volume
Hughes Avenue
Southbound
Belmont Avenue
Westbound
Hughes Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 14 14 4 32 8 47 9 64 7 10 11 28 8 66 1 75 199
04:15 PM 10 12 6 28 10 48 11 69 2 20 13 35 14 69 2 85 217 04:30 PM 4 13 7 24 6 40 12 58 5 27 9 41 11 76 5 92 215
04:45 PM 12 15 3 30 4 33 16 53 5 23 14 42 2 71 9 82 207 Total 40 54 20 114 28 168 48 244 19 80 47 146 35 282 17 334 838 05:00 PM 15 20 8 43 11 49 11 71 3 20 14 37 6 38 3 47 198 05:15 PM 11 6 2 19 8 39 11 58 5 17 11 33 9 67 2 78 188
05:30 PM 6 12 3 21 1 34 16 51 1 12 10 23 5 29 0 34 129
05:45 PM 4 11 5 20 8 51 10 69 1 13 10 24 4 34 2 40 153
Total 36 49 18 103 28 173 48 249 10 62 45 117 24 168 7 199 668 Grand Total 76 103 38 217 56 341 96 493 29 142 92 263 59 450 24 533 1506 Apprch % 35 47.5 17.5 11.4 69.2 19.5 11 54 35 11.1 84.4 4.5 Total % 5 6.8 2.5 14.4 3.7 22.6 6.4 32.7 1.9 9.4 6.1 17.5 3.9 29.9 1.6 35.4 Hughes Avenue
Southbound
Belmont Avenue
Westbound
Hughes Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 14 14 4 32 8 47 9 64 7 10 11 28 8 66 1 75 199
04:15 PM 10 12 6 28 10 48 11 69 2 20 13 35 14 69 2 85 217 04:30 PM 4 13 7 24 6 40 12 58 5 27 9 41 11 76 5 92 215
04:45 PM 12 15 3 30 4 33 16 53 5 23 14 42 2 71 9 82 207 Total Volume 40 54 20 114 28 168 48 244 19 80 47 146 35 282 17 334 838 % App. Total 35.1 47.4 17.5 11.5 68.9 19.7 13 54.8 32.2 10.5 84.4 5.1 PHF .714 .900 .714 .891 .700 .875 .750 .884 .679 .741 .839 .869 .625 .928 .472 .908 .965 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_FSO_Hughes_Bel PM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 2
City of Fresno
N/S: Hughes Avenue
E/W: Belmont Avenue
Weather: Clear
Hughes Avenue
Belmont Avenue
Belmont Avenue
Hughes Avenue
Right
20 Thru
54 Left
40 InOut Total
163 114 277
Right
48 Thru
168
Left
28 OutTotal In
369 244 613
Left
19 Thru
80 Right
47 Out TotalIn
99 146 245
Left
35 Thru
282
Right
17 TotalOut In
207 334 541
Peak Hour Begins at 04:00 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:
04:15 PM 04:15 PM 04:15 PM 04:00 PM
+0 mins. 10 12 6 28 10 48 11 69 2 20 13 35 8 66 1 75
+15 mins. 4 13 7 24 6 40 12 58 5 27 9 41 14 69 2 85
+30 mins. 12 15 3 30 4 33 16 53 5 23 14 42 11 76 5 92
+45 mins. 15 20 8 43 11 49 11 71 3 20 14 37 2 71 9 82
Total Volume 41 60 24 125 31 170 50 251 15 90 50 155 35 282 17 334 % App. Total 32.8 48 19.2 12.4 67.7 19.9 9.7 58.1 32.3 10.5 84.4 5.1 PHF .683 .750 .750 .727 .705 .867 .781 .884 .750 .833 .893 .923 .625 .928 .472 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_FSO_Bulter_Bel AM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 1
City of Fresno
N/S: Bulter Avenue/Delno Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Total Volume
Bulter Avenue
Southbound
Belmont Avenue
Westbound
Delno Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:30 AM 0 1 1 2 1 35 0 36 1 0 0 1 4 39 0 43 82
06:45 AM 0 0 1 1 1 46 4 51 2 0 1 3 4 54 0 58 113
Total 0 1 2 3 2 81 4 87 3 0 1 4 8 93 0 101 195
07:00 AM 1 0 0 1 0 36 0 36 1 0 0 1 5 49 0 54 92
07:15 AM 2 0 1 3 2 61 2 65 3 0 0 3 7 49 1 57 128
07:30 AM 0 0 0 0 0 63 0 63 4 0 0 4 5 51 0 56 123
07:45 AM 1 1 0 2 1 78 5 84 4 0 0 4 8 66 1 75 165
Total 4 1 1 6 3 238 7 248 12 0 0 12 25 215 2 242 508
08:00 AM 0 0 6 6 1 71 1 73 1 0 1 2 5 63 1 69 150
08:15 AM 0 0 4 4 3 68 3 74 1 0 1 2 12 77 2 91 171
Grand Total 4 2 13 19 9 458 15 482 17 0 3 20 50 448 5 503 1024 Apprch % 21.1 10.5 68.4 1.9 95 3.1 85 0 15 9.9 89.1 1 Total % 0.4 0.2 1.3 1.9 0.9 44.7 1.5 47.1 1.7 0 0.3 2 4.9 43.8 0.5 49.1 Bulter Avenue
Southbound
Belmont Avenue
Westbound
Delno Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 63 0 63 4 0 0 4 5 51 0 56 123
07:45 AM 1 1 0 2 1 78 5 84 4 0 0 4 8 66 1 75 165
08:00 AM 0 0 6 6 1 71 1 73 1 0 1 2 5 63 1 69 150
08:15 AM 0 0 4 4 3 68 3 74 1 0 1 2 12 77 2 91 171
Total Volume 1 1 10 12 5 280 9 294 10 0 2 12 30 257 4 291 609 % App. Total 8.3 8.3 83.3 1.7 95.2 3.1 83.3 0 16.7 10.3 88.3 1.4 PHF .250 .250 .417 .500 .417 .897 .450 .875 .625 .000 .500 .750 .625 .834 .500 .799 .890 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_FSO_Bulter_Bel AM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 2
City of Fresno
N/S: Bulter Avenue/Delno Avenue
E/W: Belmont Avenue
Weather: Clear
Bulter Avenue
Belmont Avenue
Belmont Avenue
Delno Avenue
Right
10 Thru
1 Left
1 InOut Total
39 12 51
Right
9 Thru
280
Left
5 OutTotal In
260 294 554
Left
10 Thru
0 Right
2 Out TotalIn
10 12 22
Left
30 Thru
257
Right
4 TotalOut In
300 291 591
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 06:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:15 AM 07:30 AM
+0 mins. 0 0 0 0 0 63 0 63 3 0 0 3 5 51 0 56
+15 mins. 1 1 0 2 1 78 5 84 4 0 0 4 8 66 1 75
+30 mins. 0 0 6 6 1 71 1 73 4 0 0 4 5 63 1 69
+45 mins. 0 0 4 4 3 68 3 74 1 0 1 2 12 77 2 91
Total Volume 1 1 10 12 5 280 9 294 12 0 1 13 30 257 4 291 % App. Total 8.3 8.3 83.3 1.7 95.2 3.1 92.3 0 7.7 10.3 88.3 1.4 PHF .250 .250 .417 .500 .417 .897 .450 .875 .750 .000 .250 .813 .625 .834 .500 .799 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_FSO_Bulter_Bel PM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 1
City of Fresno
N/S: Bulter Avenue/Delno Avenue
E/W: Belmont Avenue
Weather: Clear
Groups Printed- Total Volume
Bulter Avenue
Southbound
Belmont Avenue
Westbound
Delno Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 16 17 2 88 2 92 2 0 2 4 6 62 3 71 184
04:15 PM 2 0 5 7 0 77 2 79 1 0 0 1 4 74 1 79 166
04:30 PM 1 0 14 15 2 74 1 77 3 0 1 4 2 58 2 62 158
04:45 PM 1 0 6 7 4 75 1 80 4 0 1 5 3 71 3 77 169
Total 5 0 41 46 8 314 6 328 10 0 4 14 15 265 9 289 677
05:00 PM 3 0 7 10 2 76 2 80 5 0 3 8 3 83 4 90 188
05:15 PM 0 0 0 0 0 81 3 84 2 0 0 2 1 71 7 79 165
05:30 PM 0 0 5 5 2 69 0 71 3 0 1 4 2 59 2 63 143
05:45 PM 0 0 3 3 2 68 0 70 0 0 1 1 0 54 1 55 129
Total 3 0 15 18 6 294 5 305 10 0 5 15 6 267 14 287 625
Grand Total 8 0 56 64 14 608 11 633 20 0 9 29 21 532 23 576 1302 Apprch % 12.5 0 87.5 2.2 96.1 1.7 69 0 31 3.6 92.4 4 Total % 0.6 0 4.3 4.9 1.1 46.7 0.8 48.6 1.5 0 0.7 2.2 1.6 40.9 1.8 44.2 Bulter Avenue
Southbound
Belmont Avenue
Westbound
Delno Avenue
Northbound
Belmont Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 2 0 5 7 0 77 2 79 1 0 0 1 4 74 1 79 166
04:30 PM 1 0 14 15 2 74 1 77 3 0 1 4 2 58 2 62 158
04:45 PM 1 0 6 7 4 75 1 80 4 0 1 5 3 71 3 77 169
05:00 PM 3 0 7 10 2 76 2 80 5 0 3 8 3 83 4 90 188
Total Volume 7 0 32 39 8 302 6 316 13 0 5 18 12 286 10 308 681 % App. Total 17.9 0 82.1 2.5 95.6 1.9 72.2 0 27.8 3.9 92.9 3.2 PHF .583 .000 .571 .650 .500 .981 .750 .988 .650 .000 .417 .563 .750 .861 .625 .856 .906 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_FSO_Bulter_Bel PM
Site Code : 99924275
Start Date : 4/4/2024
Page No : 2
City of Fresno
N/S: Bulter Avenue/Delno Avenue
E/W: Belmont Avenue
Weather: Clear
Bulter Avenue
Belmont Avenue
Belmont Avenue
Delno Avenue
Right
32 Thru
0 Left
7 InOut Total
18 39 57
Right
6 Thru
302
Left
8 OutTotal In
298 316 614
Left
13 Thru
0 Right
5 Out TotalIn
18 18 36
Left
12 Thru
286
Right
10 TotalOut In
347 308 655
Peak Hour Begins at 04:15 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 04:00 PM 04:30 PM 04:45 PM
+0 mins. 1 0 16 17 2 88 2 92 3 0 1 4 3 71 3 77
+15 mins. 2 0 5 7 0 77 2 79 4 0 1 5 3 83 4 90
+30 mins. 1 0 14 15 2 74 1 77 5 0 3 8 1 71 7 79
+45 mins. 1 0 6 7 4 75 1 80 2 0 0 2 2 59 2 63
Total Volume 5 0 41 46 8 314 6 328 14 0 5 19 9 284 16 309 % App. Total 10.9 0 89.1 2.4 95.7 1.8 73.7 0 26.3 2.9 91.9 5.2 PHF .625 .000 .641 .676 .500 .892 .750 .891 .700 .000 .417 .594 .750 .855 .571 .858 Counts Unlimited, Inc.

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

City of Fresno
Belmont Avenue
E/ Hughes Avenue
24 Hour Directional Volume Count

FSO003
Site Code: 999-24275

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 4/4/24 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 74 8 86
12:15 7 75 8 85
12:30 6 79 10 69
12:45 6 60 25 288 8 55 34 295 59 583
01:00 8 75 7 71
01:15 4 97 7 77
01:30 4 92 5 62
01:45 4 104 20 368 5 48 24 258 44 626
02:00 1 87 5 56
02:15 2 117 2 58
02:30 2 110 7 64
02:45 8 86 13 400 8 59 22 237 35 637
03:00 5 82 3 60
03:15 0 94 4 63
03:30 3 89 6 69
03:45 5 111 13 376 14 74 27 266 40 642
04:00 7 91 5 64
04:15 8 92 4 69
04:30 12 89 10 58
04:45 13 97 40 369 10 53 29 244 69 613
05:00 14 67 11 71
05:15 13 89 8 58
05:30 20 45 15 51
05:45 18 48 65 249 22 69 56 249 121 498
06:00 20 49 24 34
06:15 27 31 33 40
06:30 32 31 42 47
06:45 40 42 119 153 37 30 136 151 255 304
07:00 39 42 32 34
07:15 51 31 34 42
07:30 80 43 37 32
07:45 84 28 254 144 38 39 141 147 395 291
08:00 69 31 55 29
08:15 58 24 44 30
08:30 44 34 46 18
08:45 59 22 230 111 43 17 188 94 418 205
09:00 54 25 56 21
09:15 45 8 56 15
09:30 54 10 54 11
09:45 63 18 216 61 59 21 225 68 441 129
10:00 66 21 59 24
10:15 42 19 62 22
10:30 77 13 64 13
10:45 76 16 261 69 60 14 245 73 506 142
11:00 70 11 86 13
11:15 61 11 55 17
11:30 89 5 55 12
11:45 72 9 292 36 60 18 256 60 548 96
Total 1548 2624 1548 2624 1383 2142 1383 2142 2931 4766 Combined
Total 4172 4172 3525 3525 7697
AM Peak - 10:45 - - - 10:15 - - - - -
Vol. - 296 - - - 272 - - - - -
P.H.F. 0.831 0.791
PM Peak - - 01:45 - - - 12:00 - - - -
Vol. - - 418 - - - 295 - - - -
P.H.F. 0.893 0.858

Percentag
e 37.1% 62.9% 39.2% 60.8%
ADT/AADT ADT 7,697 AADT 7,697

City of Fresno
Belmont Avenue
W/ Hughes Avenue
24 Hour Directional Volume Count

FSO004
Site Code: 999-24275

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 4/4/24 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 66 6 76
12:15 3 67 5 69
12:30 5 66 7 54
12:45 5 55 16 254 5 41 23 240 39 494
01:00 5 69 5 59
01:15 4 80 2 78
01:30 3 82 3 54
01:45 3 103 15 334 4 38 14 229 29 563
02:00 1 79 2 54
02:15 1 107 2 60
02:30 2 94 4 67
02:45 6 62 10 342 1 44 9 225 19 567
03:00 5 68 2 53
03:15 0 77 3 53
03:30 3 78 3 74
03:45 6 98 14 321 12 67 20 247 34 568
04:00 7 75 3 58
04:15 6 85 4 56
04:30 11 92 5 52
04:45 8 82 32 334 6 41 18 207 50 541
05:00 12 47 6 60
05:15 12 78 6 46
05:30 15 34 16 38
05:45 18 40 57 199 12 57 40 201 97 400
06:00 14 42 16 23
06:15 23 29 19 24
06:30 27 27 39 26
06:45 32 32 96 130 28 22 102 95 198 225
07:00 35 28 27 27
07:15 47 25 24 28
07:30 73 38 38 24
07:45 74 25 229 116 31 25 120 104 349 220
08:00 59 26 44 19
08:15 53 23 37 24
08:30 41 29 30 15
08:45 50 18 203 96 33 13 144 71 347 167
09:00 51 25 42 17
09:15 46 8 45 13
09:30 49 9 43 11
09:45 62 16 208 58 46 14 176 55 384 113
10:00 57 11 51 17
10:15 37 13 54 17
10:30 64 12 57 6
10:45 68 13 226 49 57 11 219 51 445 100
11:00 57 7 64 8
11:15 55 9 45 14
11:30 78 4 46 9
11:45 61 6 251 26 48 9 203 40 454 66
Total 1357 2259 1357 2259 1088 1765 1088 1765 2445 4024 Combined
Total 3616 3616 2853 2853 6469
AM Peak - 07:30 - - - 10:15 - - - - -
Vol. - 259 - - - 232 - - - - -
P.H.F. 0.875 0.906
PM Peak - - 01:45 - - - 03:30 - - - -
Vol. - - 383 - - - 255 - - - -
P.H.F. 0.895 0.861

Percentag
e 37.5% 62.5% 38.1% 61.9%
ADT/AADT ADT 6,469 AADT 6,469

City of Fresno
Hughes Avenue
N/ Belmont Avenue
24 Hour Directional Volume Count

FSO001
Site Code: 999-24275

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 4/4/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 27 4 23
12:15 4 34 1 26
12:30 5 31 2 29
12:45 3 44 15 136 3 21 10 99 25 235
01:00 2 30 2 27
01:15 3 27 1 24
01:30 1 36 4 20
01:45 2 23 8 116 1 29 8 100 16 216
02:00 3 27 0 36
02:15 0 56 1 39
02:30 2 37 3 40
02:45 5 29 10 149 0 44 4 159 14 308
03:00 1 37 0 41
03:15 0 37 0 47
03:30 2 39 1 38
03:45 3 42 6 155 0 31 1 157 7 312
04:00 1 27 2 32
04:15 1 45 0 28
04:30 3 50 2 24
04:45 1 41 6 163 2 30 6 114 12 277
05:00 3 37 4 43
05:15 3 37 3 19
05:30 4 33 6 21
05:45 7 27 17 134 12 20 25 103 42 237
06:00 7 20 12 16
06:15 8 28 14 14
06:30 6 24 9 12
06:45 7 19 28 91 14 14 49 56 77 147
07:00 14 19 16 17
07:15 15 25 19 12
07:30 13 11 38 8
07:45 20 19 62 74 37 11 110 48 172 122
08:00 29 19 48 10
08:15 31 11 29 9
08:30 34 14 23 9
08:45 21 7 115 51 19 14 119 42 234 93
09:00 22 8 16 8
09:15 26 6 18 6
09:30 18 1 13 9
09:45 18 6 84 21 20 3 67 26 151 47
10:00 16 9 14 9
10:15 23 5 17 7
10:30 20 5 28 2
10:45 28 5 87 24 26 3 85 21 172 45
11:00 34 5 27 8
11:15 23 5 15 3
11:30 29 6 28 5
11:45 24 9 110 25 23 4 93 20 203 45
Total 548 1139 548 1139 577 945 577 945 1125 2084
Combined
Total 1687 1687 1522 1522 3209
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 115 - - - 152 - - - - -
P.H.F. 0.846 0.792
PM Peak - - 04:15 - - - 02:30 - - - -
Vol. - - 173 - - - 172 - - - -
P.H.F. 0.865 0.915

Percentag
e 32.5% 67.5% 37.9% 62.1%
ADT/AADT ADT 3,209 AADT 3,209

City of Fresno
Hughes Avenue
S/ Belmont Avenue
24 Hour Directional Volume Count

FSO002
Site Code: 999-24275

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 4/4/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 21 4 19
12:15 7 21 3 21
12:30 2 23 1 23
12:45 2 35 15 100 4 21 12 84 27 184
01:00 2 23 1 26
01:15 1 52 4 31
01:30 1 33 5 15
01:45 3 18 7 126 2 33 12 105 19 231
02:00 0 31 0 34
02:15 1 76 1 47
02:30 1 47 5 31
02:45 3 37 5 191 3 43 9 155 14 346
03:00 1 37 1 34
03:15 0 35 1 38
03:30 0 44 2 27
03:45 3 45 4 161 3 28 7 127 11 288
04:00 1 28 4 23
04:15 3 35 0 24
04:30 3 41 6 24
04:45 5 42 12 146 5 28 15 99 27 245
05:00 5 37 9 34
05:15 4 33 5 16
05:30 9 23 5 13
05:45 2 24 20 117 17 21 36 84 56 201
06:00 3 16 10 16
06:15 5 17 21 17
06:30 15 16 16 21
06:45 11 21 34 70 19 14 66 68 100 138
07:00 8 22 11 13
07:15 14 17 24 12
07:30 18 12 35 12
07:45 14 10 54 61 28 13 98 50 152 111
08:00 23 12 43 8
08:15 32 9 32 12
08:30 24 17 26 10
08:45 17 6 96 44 16 13 117 43 213 87
09:00 15 6 20 10
09:15 16 4 20 6
09:30 13 2 14 9
09:45 12 3 56 15 26 5 80 30 136 45
10:00 18 8 15 5
10:15 20 7 17 8
10:30 23 2 25 5
10:45 25 8 86 25 18 6 75 24 161 49
11:00 27 3 29 7
11:15 20 6 16 5
11:30 24 3 21 4
11:45 23 1 94 13 23 2 89 18 183 31
Total 483 1069 483 1069 616 887 616 887 1099 1956
Combined
Total 1552 1552 1503 1503 3055
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 96 - - - 138 - - - - -
P.H.F. 0.750 0.802
PM Peak - - 02:15 - - - 02:00 - - - -
Vol. - - 197 - - - 155 - - - -
P.H.F. 0.648 0.824

Percentag
e 31.1% 68.9% 41.0% 59.0%
ADT/AADT ADT 3,055 AADT 3,055
N
PleasantAve
N
M
onte
Ave
N
M
arks
Ave
N
M
arks
Ave
N
M
arks
Ave
S
M
arks
Ave
99 99
N
Hughes
Ave
N
FruitAve
N
FruitAve
N
W
estAve
E McKinley Ave
E Thomas Ave
W Franklin Ave
G
St
N
Delno
Ave
N
Thorne
Ave
N
Echo
Ave
N
Echo
Ave
E Franklin Ave
E Olive Ave
W Hedges Ave
N
Arthur
Ave
N Wilson Ave
N Wilson Ave
E Dennett Ave
E Dudley Ave
N Teilman Ave
N
Harrison
Ave
N
Farris
Ave
N
Adoline
Ave
E Belmont Ave
N
Weber Ave
W Belmont Ave
N
Palm
Ave
N
H
St
N
GoldenStateBlvd
W Nielsen Ave
E Kings Canyon Rd
State
Route
99 Mountain View
Cemetery
Belmont
Memorial Park
Roeding Park
C
St
S
M
odoc
St
S
Trinity
St
S
Plum
as
St
W Amador St
W Whitesbridge Ave
E Kings Canyon Rd
Fresno-Chandler
Executive
Airport
SWITRS GIS Map: Fresno, Fresno 01/01/2018 - 12/31/2023
City Of Fresno, Fresno County Dept. PWP, California State Parks, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS
SWITRS
Crashes
5/2/2024
0 0.3 0.60.15 mi
0 0.5 10.25 km
1:24,075
TIMS (https://tims.berkeley.edu), SafeTREC, UC Berkeley Copyright © 2024 UC Regents; all rights reserved.
https://tims.berkeley.edu/
2024/05/02 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 81154454
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Fresno
Date & Time (M/D/Y) 12/18/2019 18:25
Location (Intersection) Belmont Ave & Delno Ave
Dist. & Dir. from
Intersection
At Intersection
State Highway Info N/A
Geocoded Location 36.7502899, -119.8198395
Type of Crash D - Broadside
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 08 - Improper Turning
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes North E - Making Left Turn 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No West B - Proceeding Straight Victims: 2
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 1 2 - Passenger F - Female 19 7 - Possible Injury
2 2 - Passenger F - Female 36 7 - Possible Injury

https://tims.berkeley.edu/
2024/05/02 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 81476189
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Fresno
Date & Time (M/D/Y) 05/17/2021 15:06
Location (Intersection) Belmont Ave & Delno Ave
Dist. & Dir. from
Intersection
At Intersection
State Highway No
Geocoded Location 36.7502937, -119.8198395
Type of Crash D - Broadside
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 09 - Automobile Right of Way
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes North L - Entering Traffic 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No East B - Proceeding Straight Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 2 - Passenger F - Female 67 7 - Possible Injury

https://tims.berkeley.edu/
2024/05/02 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 81481603
Crash Information
Parties: 2
Map View
Street View
County Fresno
City Fresno
Date & Time (M/D/Y) 05/18/2021 12:00
Location (Intersection) Belmont Ave & Delno Ave
Dist. & Dir. from
Intersection
At Intersection
State Highway Info N/A
Geocoded Location 36.7502937, -119.8198395
Type of Crash A - Head-On
Motor Vehicle Involved
With
C - Other Motor Vehicle
Crash Severity 4 - Injury (Complaint of Pain)
PCF Violation Category 09 - Automobile Right of Way
Weather A - Clear
Alcohol Involved No
Pedestrian Crash No Bicycle Crash No
Motorcycle Crash No Truck Crash No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon Yes East B - Proceeding Straight 2 1 - Driver (including Hit and
Run)
A - Passenger Car/Station Wagon No West B - Proceeding Straight Victims: 4
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 1 2 - Passenger M - Male 3 7 - Possible Injury
1 2 - Passenger M - Male 8 7 - Possible Injury
1 2 - Passenger M - Male 6 7 - Possible Injury