Crossing Guard Study Report — Orange City Council, June 10, 2025

CROSSING GUARD WARRANT MEMORANDUM

CROSSING GUARD WARRANT MEMORANDUM
To: Larry Tay, P.E., T.E. – City Traffic Engineer at the City of Orange From: Ryan Calad, P.E., T.E. – Kimley-Horn and Associates, Inc Copy: Jason Melchor, P.E.

Date: May 28, 2025
Subject: Crossing Guard Assessment Report

INTRODUCTION
The City of Orange retained Kimley Horn and Associates to conduct an Engineering Study to assess and evaluate the need for crossing guard(s) at 43 crossing locations (amongst 19 schools) within the City of Orange. The study was conducted to develop a prioritization list that would help identify an intersection’s consideration for an adult crossing guard.

Each school and its corresponding study intersections are identified below:

SCHOOL: # STREET: CROSS STREET:

Anaheim Hills Elementary 37 Serrano Avenue Kendra Loop
California Inspire Academy
8 Cambridge Street Katella Avenue
18 Glassell Street Wilson Avenue / Adams Avenue
38 Shaffer Street Quincy Avenue
4 California Street Quincy Avenue
5 Cambridge Street Adams Avenue
6 Cambridge Street Collins Avenue
Cambridge Elementary School
42 Tustin Street Walnut Avenue
10 Cambridge Street Sycamore Avenue
11 Cambridge Street Walnut Avenue
Chapman Hills Elementary 13 Canyon View
Avenue Aspen Street
43 White Oak Ridge Trail Ends Lane
Fletcher Gate Academy 16 Fletcher Avenue Batavia Street 15 Fletcher Avenue American Way
Handy Elementary 20 Handy Street Oakmont Avenue
19 Handy Street Collins Avenue

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CROSSING GUARD WARRANT MEMORANDUM
Holy Family School 17 Glassell Street La Veta Avenue
Jordan Elementary School 21 Hewes Street Jordan Avenue 14 Esplanade Street Jordan Avenue
La Veta Elementary
22 La Veta Avenue Malena Drive
23 La Veta Avenue Prospect Street
24 La Veta Avenue Yorba Street
Lampson Elementary 25 Lewis Street Lampson Avenue
Linda Vista Elementary 26 Linda Vista Street Elsinore Avenue 12 Cannon Street San Juan Drive
McPherson Magnet School 31 Prospect Street Palmyra Avenue Palmyra Elementary School
30 Palmyra Avenue Tustin Street
29 Palmyra Avenue California Street
9 Cambridge Street Palmyra Avenue
Prospect Elementary School
40 Spring Street Virage Avenue
32 Prospect Street Spring Street
39 Spring Street Seranado Street
Santiago Charter Middle School 33 Rancho Santiago Walnut Avenue Serrano Elementary School
35 Santiago Boulevard Serrano Avenue
36 Santiago Boulevard Taft Avenue
34 Santiago Boulevard Meats Avenue
Sycamore Elementary 28 Palm Avenue Main Street
27 Palm Avenue Batavia Street
Taft Elementary School 41 Tustin Street Briardale Avenue 7 Cambridge Street Glendale Avenue
West Orange Elementary School
3 Almond Avenue Pepper Street
1 Almond Avenue Batavia Street
2 Almond Avenue Main Street

CROSSING GUARD WARRANT CRITERIA
An adult crossing guard analysis was completed for the study intersections in accordance with guidance provided in: (1) Section 7D.02 of the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) and (2) City of Orange Criteria for School Crossing Guards (City of Orange Criteria).

CA MUTCD: Adult crossing guards are generally used to provide gaps in traffic at school crossings where an engineering study has shown that adequate gaps need to be created. The following criteria was used to help determine if a crossing guard could be considered at an intersection:

A. While crossing a public highway and at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school; AND

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CROSSING GUARD WARRANT MEMORANDUM
B. At uncontrolled crossings where there is no alternative controlled crossing within 600 feet, and a. In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or
b. In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
Whenever the critical (85th percentile) approach speed exceeds 40 mph, the guidelines for rural areas should be applied.

OR
C. At a stop sign-controlled crossing:
a. Where the vehicular traffic volumes on undivided highways of four or more lanes exceed 500 per hour during any period when the school pedestrians are going to or from school OR
D. At traffic signal-controlled crossings:
a. Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or b. Where justified through analysis of the operations of the intersection OR
E. Other criteria that may be considered in an engineering study include:
a. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
b. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period

City of Orange Criteria: The City of Orange Crossing Guard Assessment outlines the following criteria, of which the requirements in Section I, II, and any one of the requirements in Section III must be met to qualify a school crossing to warrant an adult crossing guard:

I. The Guard is for school students K thru 6 grades;
AND
II. Pedestrian count must be at least 20 elementary school children crossing the street during the morning or 20 elementary school children crossing the street during the afternoon release time; AND
III. Crossing Type (A, B, or C)
A. Uncontrolled Crossings (Must meet one)
i. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour.

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CROSSING GUARD WARRANT MEMORANDUM
ii. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.
iii. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.
iv. 600 ft. or more to an intersection controlled by STOP signs or traffic signals. v. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrian misuse of a marked crosswalk
vi. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be effectively controlled through the application of accepted traffic engineering principles.

B. Crossings controlled by Boulevard Stop Signs (Must meet one) i. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross. ii. When traffic records indicate high incidences of citations being issued for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

C. Crossings Controlled by Traffic Signals
i. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

DATA COLLECTION
From November 2024 to January 2025, Kimley Horn collected and analyzed pedestrian and vehicle counts, field observations, accident history, and citation history for each intersection included in this study. Utilizing the data that was collected, CA MUTCD and City of Orange Crossing Guard Warrants were completed for each studied intersection. A summary of these findings is provided in Appendix A. The completed Crossing guard warrants are included in Appendix B.

Traffic Counts
School-aged (K-6) pedestrian and vehicle volumes were collected at all 43 school crossing locations on Thursday, November 21, 2024. Counts were collected for 1.5 hours during the AM peak hour, beginning either one hour before the start of school or 7:00 A.M., whichever is later. Counts were collected for 2.5 hours during the PM peak hour, beginning 30-minutes before the first dismissal. Kimley-Horn and Associates, Inc. received the traffic counts on December 4, 2024.

Field Observations
A site visit to each of the 43 project locations was conducted to identify possible safety concerns on November 26, 2024 to November 27, 2024.

Collision Data
As a part of the City of Orange Crossing Guard Warrant Assessment, collision data was evaluated at each study intersection from August 2018 through June 2024. The data yielded nine (9) total collisions near four (4) of the 43 school crossings One (1) of these collisions involved pedestrians; one collision near American Way and Fletcher Avenue,

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CROSSING GUARD WARRANT MEMORANDUM
Citation Data
Citation data analysis was included to supplement the City of Orange Crossing Guard Warrant. Citation history was provided by the Orange Police Department for the 11 all way stop-controlled crossings. The data was evaluated from November 1, 2019 through October 31, 2024. A copy of the citation data is included in Appendix C.

FINDINGS
Pedestrian and vehicle counts, field observations, accident data, and citation history were used to complete the CA MUTCD and City of Orange Criteria Assessments. Based on the assessment findings, the prioritization list for crossing guard consideration is separated into four (4) tiers based on need.

Outlined below is the overview of the “Tier” system:

Tier # Summary
Tier 1 Crossing locations that satisfy CA MUTCD warrants.

Tier 2 Crossing locations that satisfy the City of Orange Criteria only.

Tier 3 Intersections evaluated under the boulevard stop for the City of Orange Criteria that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street.

OR
Crossings that meet at least 80% of the pedestrian counts per crosswalk in Section II and 80% of the vehicle volume count needed for Section III.

Tier 4 Crossing locations that do not meet warrants
The completed Crossing guard warrants included in Appendix B are sorted based on Tier ranking from 1 to 4.

Tier 1 consists of crossing locations that satisfy CA MUTCD crossing guard warrants. These intersections met the criteria of at least 40 school-aged pedestrians using the crossings in the AM and PM peak hour, as well as vehicle volume counts of 500 per hour at a stop-controlled crossing or 300 turning movements at a signalized crossing.

The following school crossing location meets the requirements for Tier 1:

Tier 2 consists of crossing locations that satisfy the City of Orange Criteria but not the CA MUTCD warrant.

These intersections met the criteria of at least 20 school-aged pedestrians using the crossings in the AM or PM peak hour as well as vehicular traffic volume requirements. # STREET: CROSS STREET: SCHOOL: CONTROL TYPE
32 Prospect Street Spring Street Prospect Elementary School Signal

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CROSSING GUARD WARRANT MEMORANDUM
There are twelve (12) intersections that fall into this category. Of these intersections, nine (9) are uncontrolled intersections, two (2) are all-way stop-controlled, and one (1) is signal-controlled. The following school crossing locations intersections meet the requirements for Tier 2:

Tier 3 consists of crossing locations that do not meet the local City of Orange Criteria but have characteristics that merit consideration based on the following:

A. Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange Criteria that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two- lane street (Section III requires four (4) lanes minimum).

OR
B. Crossings that meet at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C).

Listed below are the four (4) locations that meet these Tier 3 criteria, which includes three (3) locations are all-way stop-controlled and one (1) uncontrolled location:

# STREET: CROSS STREET: SCHOOL: CONTROL TYPE3 Almond Avenue Pepper Street West Orange Elementary SchoolUncontrolled5 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled7 Cambridge Street Glendale Avenue Taft Elementary School Uncontrolled12 Cannon Street San Juan Drive Linda Vista Elementary All-Way Stop15 Fletcher Avenue American Way Fletcher Gate Academy Uncontrolled19 Handy Street Collins Avenue Handy Elementary All-Way Stop21 Hewes Steet Jordan Avenue Jordan Elementary School Uncontrolled22 La Veta Avenue Malena Drive La Veta Elementary Uncontrolled29 Palmyra Avenue California Street Palmyra Elementary School Uncontrolled35 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal39 Spring Street Seranado Street Prospect Elementary School Uncontrolled40 Spring Street Virage Avenue Prospect Elementary School Uncontrolled# STREET: CROSS STREET: SCHOOL: CONTROL TYPE4 California Street Quincy Avenue California Inspire Academy Uncontrolled10 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop11 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop31 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop

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CROSSING GUARD WARRANT MEMORANDUM
Tier 4 consists of locations that did not satisfy the City of Orange, CA MUTCD, or the special considerations noted in the Tier 3 assessment (minimum lanes or 80% of warrant pedestrian and vehicle volumes) for City of Orange criteria. The following twenty-six (26) study intersections do not fulfill the requirements of either the City of Orange or CA MUTCD and fall into Tier 4:

Shown on the following is a condensed summary of the results of the Adult Crossing Guard Warrant Assessment.

# STREET: CROSS STREET: SCHOOL: CONTROL TYPE1 Almond Avenue Batavia Street West Orange Elementary SchoolAll-Way Stop2 Almond Avenue Main Street West Orange Elementary SchoolSignal6 Cambridge Street Collins Avenue California Inspire Academy Signal8 Cambridge Street Katella Avenue California Inspire Academy Signal9 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop13 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal14 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled16 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal17 Glassell Street La Veta Avenue Holy Family School Signal18 Glassell Street Wilson Avenue / Adams AvenueCalifornia Inspire Academy Signal20 Handy Street Oakmont Avenue Handy Elementary All-Way Stop23 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop24 La Veta Avenue Yorba Street La Veta Elementary Signal25 Lewis Street Lampson Avenue Lampson Elementary Signal26 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop27 Palm Avenue Batavia Street Sycamore Elementary Signal28 Palm Avenue Main Street Sycamore Elementary Signal30 Palmyra Avenue Tustin Street Palmyra Elementary School Signal33 Rancho Santiago Walnut Avenue Santiago Charter Middle SchoolAll-Way Stop34 Santiago Boulevard Meats Avenue Serrano Elementary School Signal36 Santiago Boulevard Taft Avenue Serrano Elementary School Signal37 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal38 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled41 Tustin Street Briardale Avenue Taft Elementary School Signal42 Tustin Street Walnut Avenue Cambridge Elementary School Signal43 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop

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CROSSING GUARD WARRANT MEMORANDUM

# STREET: CROSS STREET: SCHOOL: CONTROL TYPECity of Orange Warrant Satisfied?CA MUTCD Satisfied? 2023 - 2024 Staffing2024 - 2025 StaffingStaffing Priority(Tiers 1-4)32 Prospect Street Spring Street Prospect Elementary School Signal13 Almond Avenue Pepper Street West Orange Elementary SchoolUncontrolledFilled 25 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled27 Cambridge Street Glendale Avenue Taft Elementary School UncontrolledFilled Filled 212 Cannon Street San Juan Drive Linda Vista Elementary All-Way StopFilled 215 Fletcher Avenue American Way Fletcher Gate Academy UncontrolledFilled 219 Handy Street Collins Avenue Handy Elementary All-Way StopFilled Filled 221 Hewes Steet Jordan Avenue Jordan Elementary School UncontrolledFilled Filled 222 La Veta Avenue Malena Drive La Veta Elementary UncontrolledFilled Filled 229 Palmyra Avenue California Street Palmyra Elementary School UncontrolledFilled Filled 235 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal239 Spring Street Seranado Street Prospect Elementary School Uncontrolled240 Spring Street Virage Avenue Prospect Elementary School UncontrolledFilled 24 California Street Quincy Avenue California Inspire Academy Uncontrolled * Filled Filled 310 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop ** Filled Filled 311 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop ** Filled Filled 331 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop * Filled Filled 31 Almond Avenue Batavia Street West Orange Elementary SchoolAll-Way Stop Filled Filled 42 Almond Avenue Main Street West Orange Elementary SchoolSignal 46 Cambridge Street Collins Avenue California Inspire Academy Signal 48 Cambridge Street Katella Avenue California Inspire Academy Signal 49 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop 413 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal Filled Filled 414 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled Filled 416 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal 417 Glassell Street La Veta Avenue Holy Family School Signal 418 Glassell Street Wilson Avenue / Adams AvenueCalifornia Inspire Academy Signal 420 Handy Street Oakmont Avenue Handy Elementary All-Way Stop Filled 423 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop 424 La Veta Avenue Yorba Street La Veta Elementary Signal 425 Lewis Street Lampson Avenue Lampson Elementary Signal 426 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop 427 Palm Avenue Batavia Street Sycamore Elementary Signal Filled 428 Palm Avenue Main Street Sycamore Elementary Signal Filled 430 Palmyra Avenue Tustin Street Palmyra Elementary School Signal Filled Filled 433 Rancho Santiago Walnut Avenue Santiago Charter Middle SchoolAll-Way Stop 434 Santiago Boulevard Meats Avenue Serrano Elementary School Signal 436 Santiago Boulevard Taft Avenue Serrano Elementary School Signal 437 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal 438 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled Filled 441 Tustin Street Briardale Avenue Taft Elementary School Signal Filled 442 Tustin Street Walnut Avenue Cambridge Elementary School Signal Filled 443 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop 4Notes *Location meets at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C).

City of Orange Adult Crossing Guard List of Proposed Location Warrants ** Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange warrants that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street (Warrant Section III requires four (4) lanes minimum)

APPENDIX A

CITY OF ORANGE ADULT CROSSING GUARD

LIST OF PROPOSED LOCATION WARRANTS

# STREET: CROSS STREET: SCHOOL: CONTROL TYPE
Yellow
School X-
Walk
City of
Orange
Section II
City of
Orange
Section III
# of City of
Orange
Section III
Warrants
Satisfied
City of Orange
Warrant
Satisfied?

CAMUTCD
Peds

CAMUTCD
Veh
# of CA
MUTCD
Warrants
Satisfied

CA MUTCD
Satisfied?
2023 - 2024
Staffing
2024 - 2025
Staffing
Staffing
Priority
(Tiers 1-4)
32 Prospect Street Spring Street Prospect Elementary School Signal Yes  0 of 1   2  1 3 Almond Avenue Pepper Street West Orange Elementary
School
Uncontrolled Yes   1 of 6  0 Filled 2
5 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled Yes   2 of 6   1 2 7 Cambridge Street Glendale Avenue Taft Elementary School Uncontrolled Yes   2 of 6   1 Filled Filled 2 12 Cannon Street San Juan Drive Linda Vista Elementary All-Way Stop Yes   1 of 2   1 Filled 2 15 Fletcher Avenue American Way Fletcher Gate Academy Uncontrolled Yes   3 of 6  0 Filled 2 19 Handy Street Collins Avenue Handy Elementary All-Way Stop Yes   1 of 2   1 Filled Filled 2 21 Hewes Steet Jordan Avenue Jordan Elementary School Uncontrolled Yes   3 of 6  0 Filled Filled 2 22 La Veta Avenue Malena Drive La Veta Elementary Uncontrolled Yes   2 of 6   1 Filled Filled 2 29 Palmyra Avenue California Street Palmyra Elementary School Uncontrolled Yes   2 of 6   1 Filled Filled 2 35 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal Yes   1 of 1  0 2 39 Spring Street Seranado Street Prospect Elementary School Uncontrolled Yes   1 of 6   1 2 40 Spring Street Virage Avenue Prospect Elementary School Uncontrolled Yes   1 of 6  0 Filled 2 4 California Street Quincy Avenue California Inspire Academy Uncontrolled Yes  1 of 6  *  1 Filled Filled 3 10 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop Yes  0 of 2  ** 0 Filled Filled 3 11 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop Yes  0 of 2  **  1 Filled Filled 3 31 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop Yes  1 of 2  *  1 Filled Filled 3 1 Almond Avenue Batavia Street West Orange Elementary
School
All-Way Stop Yes 0 of 2 0 Filled Filled 4
2 Almond Avenue Main Street West Orange Elementary
School
Signal No 0 of 1 0 4
6 Cambridge Street Collins Avenue California Inspire Academy Signal Yes  0 of 1 0 4 8 Cambridge Street Katella Avenue California Inspire Academy Signal No 0 of 1 0 4 9 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop Yes  1 of 2 0 4 13 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal Yes 0 of 1 0 Filled Filled 4 14 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled Yes  2 of 6 0 Filled 4 16 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal Yes 0 of 1 0 4 17 Glassell Street La Veta Avenue Holy Family School Signal Yes 0 of 1  1 4 18 Glassell Street Wilson Avenue / Adams
Avenue
California Inspire Academy Signal No  0 of 1 0 4
20 Handy Street Oakmont Avenue Handy Elementary All-Way Stop Yes 0 of 2 0 Filled 4 23 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop No  1 of 2  1 4 24 La Veta Avenue Yorba Street La Veta Elementary Signal Yes 0 of 1 0 4 25 Lewis Street Lampson Avenue Lampson Elementary Signal Yes  1 of 1  1 4 26 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop Yes 0 of 2 0 4 27 Palm Avenue Batavia Street Sycamore Elementary Signal No 0 of 1 0 Filled 4 28 Palm Avenue Main Street Sycamore Elementary Signal Yes 0 of 1 0 Filled 4 30 Palmyra Avenue Tustin Street Palmyra Elementary School Signal No  0 of 1 0 Filled Filled 4 33 Rancho Santiago Walnut Avenue Santiago Charter Middle School
All-Way Stop Yes 0 of 2  1 4
34 Santiago Boulevard Meats Avenue Serrano Elementary School Signal No 0 of 1  1 4 36 Santiago Boulevard Taft Avenue Serrano Elementary School Signal No  0 of 1  1 4 37 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal Yes  0 of 1  1 4 38 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled Yes 0 of 6 0 Filled 4 41 Tustin Street Briardale Avenue Taft Elementary School Signal No  1 of 1  1 Filled 4 42 Tustin Street Walnut Avenue Cambridge Elementary School Signal No  1 of 1  1 Filled 4 43 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop Yes 0 of 2 0 4 Notes *Location meets at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C). ** A.Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange warrants that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street (Warrant Section III requires four (4) lanes minimum) City of Orange Adult Crossing Guard List of Proposed Location Warrants 

APPENDIX B

SCHOOL CROSSING GUARD WARRANTS
TIERS 1 -4

SCHOOL CROSSING GUARD LOCATIONS
TIER 1
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

CRITERIA FOR THE PLACEMENT OF AN ADULT CROSSING GUARD
(K thru 6th Grade)
Location: Crossing_________________________at______________________________ School(s): _______________________________________________________________ Type of Control: _________________________________________________________ If uncontrolled closest controlled crossing: Distance (ft)________Type________________

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Section II
Pedestrian count must be at least 20 elementary school children crossing the street during the morning or 20 elementary school children crossing the street during the afternoon release time.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: Prospect Elementary School
Control Type: Signalized
Major Street: Prospect Street Critical Approach Speed: 35 mph Minor Street: Spring Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? YES
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Prospect Street and Spring Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 40 School Pedestrians (S) from
7:30 AM to 8:30 AM
48 School Pedestrians (S) from
3:00 PM to 4:00 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
399 (South Leg) from 7:30 AM to
8:30 PM Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 2 lanes in each direction and one left-turn lane on both sides; total of five lanes on Prospect Street • 4 total lanes on the westbound leg of Spring Street, 5 total lanes on the eastbound leg of Spring Street at the intersection • West leg of intersection on Spring Street leads into parking lot of Grijalva Park • Crosswalk on all four legs of intersection
• Parking prohibited in both directions of Prospect Street and east leg of Spring Street

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Prospect Street at Spring Street

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 32
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 1 1 2 0.5 0.5 0 0 0 0
7:00 AM 1 39 26 5 152 0 0 1 2 49 2 6 283 0 0 0 0 0 7:15 AM 7 70 46 19 177 2 2 1 3 55 2 11 395 0 0 0 0 0 7:30 AM 3 93 53 26 235 3 0 2 5 72 4 16 512 0 0 0 0 0 7:45 AM 8 134 77 36 246 4 1 4 2 92 2 29 635 0 0 0 0 0 8:00 AM 11 82 139 47 183 5 1 8 10 130 5 47 668 0 0 0 0 0 8:15 AM 6 96 105 47 207 3 0 6 8 166 6 59 709 0 0 0 0 0 VOLUMES 36 514 446 180 1,200 17 4 22 30 564 21 168 3,202 0 0 0 0 0 APPROACH % 4% 52% 45% 13% 86% 1% 7% 39% 54% 75% 3% 22%
APP/DEPART 996 / 686 1,397 / 1,794 56 / 648 753 / 74 0

BEGIN PEAK HR
VOLUMES 28 405 374 156 871 15 2 20 25 460 17 151 2,524 0 0 0 0 APPROACH % 3% 50% 46% 15% 84% 1% 4% 43% 53% 73% 3% 24%
PEAK HR FACTOR 0.870 0.911 0.618 0.680 0.890
APP/DEPART 807 / 558 1,042 / 1,356 47 / 550 628 / 60 0 01:30 PM 2 86 50 15 106 4 0 1 3 66 1 21 355 0 0 0 0 0 1:45 PM 2 94 47 7 131 1 0 8 11 75 2 27 405 0 0 0 0 0 2:00 PM 8 87 63 19 124 2 0 0 9 58 0 17 387 0 0 0 0 0 2:15 PM 3 130 72 5 119 1 1 0 4 63 0 20 418 0 0 0 0 0 2:30 PM 5 116 52 8 133 2 0 1 1 87 4 26 435 0 0 0 0 0 2:45 PM 7 154 48 17 148 4 2 2 3 69 4 28 486 0 0 0 0 0 3:00 PM 1 182 64 22 122 2 1 5 4 81 6 44 534 0 0 0 0 0 3:15 PM 8 149 77 24 144 4 4 4 5 68 2 30 519 0 0 0 0 0 3:30 PM 4 169 73 27 149 3 2 1 4 162 6 47 647 0 0 0 0 0 3:45 PM 11 193 70 22 144 3 0 3 6 61 4 33 550 0 0 0 0 0 VOLUMES 51 1,360 616 166 1,320 26 10 25 50 790 29 293 4,736 0 0 0 0 0 APPROACH % 3% 67% 30% 11% 87% 2% 12% 29% 59% 71% 3% 26% APP/DEPART 2,027 / 1,663 1,512 / 2,160 85 / 807 1,112 / 106 0

BEGIN PEAK HR
VOLUMES 24 693 284 95 559 12 7 13 19 372 18 154 2,250 0 0 0 0 APPROACH % 2% 69% 28% 14% 84% 2% 18% 33% 49% 68% 3% 28% PEAK HR FACTOR 0.913 0.930 0.750 0.633 0.869
APP/DEPART 1,001 / 854 666 / 950 39 / 392 544 / 54 0 Prospect St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 7:15 AM 2 3 1 3 9 2 2 1 2 7 0 1 0 1 2 0 0 0 0 0 7:30 AM 1 8 0 3 12 0 3 0 0 3 1 2 0 1 4 0 3 0 2 5 7:45 AM 4 14 1 6 25 2 1 0 0 3 0 1 0 2 3 2 12 1 4 19 8:00 AM 5 31 0 2 38 4 14 0 2 20 1 5 0 0 6 0 12 0 0 12 8:15 AM 3 20 1 2 26 2 6 1 2 11 1 1 0 0 2 0 13 0 0 13 TOTAL 16 76 3 17 112 11 26 2 7 46 3 10 0 4 17 2 40 1 6 49 1:30 PM 0 2 1 4 7 0 1 1 2 4 0 1 0 0 1 0 0 0 2 2 1:45 PM 1 12 1 7 21 0 5 1 3 9 1 1 0 0 2 0 6 0 4 10 2:00 PM 4 5 0 6 15 3 5 0 6 14 1 0 0 0 1 0 0 0 0 0 2:15 PM 2 9 1 0 12 1 7 1 0 9 1 1 0 0 2 0 1 0 0 1 2:30 PM 2 23 2 1 28 2 7 1 0 10 0 0 1 1 2 0 16 0 0 16 2:45 PM 5 7 0 3 15 3 3 0 3 9 0 0 0 0 0 2 4 0 0 6 3:00 PM 2 5 0 4 11 2 1 0 2 5 0 0 0 2 2 0 4 0 0 4 3:15 PM 4 4 1 3 12 3 3 1 1 8 1 0 0 1 2 0 1 0 1 2 3:30 PM 5 32 1 8 46 2 1 0 0 3 3 4 1 1 9 0 27 0 7 34 3:45 PM 0 22 1 9 32 0 3 1 4 8 0 3 0 0 3 0 16 0 5 21 TOTAL 25 121 8 45 199 16 36 6 21 79 7 10 2 5 24 2 75 0 19 96

U-TURNS
Prospect St Prospect St E Spring St E Spring St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Prospect St
E Spring St

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 SCHOOL CROSSING GUARD LOCATIONS
TIER 2
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type:Uncontrolled
Major Street: Almond Avenue Critical Approach Speed:25 mph Minor Street: Pepper Street Critical Approach Speed:25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Almond Avenue and Pepper Street are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 36 School Pedestrians (W) from
7:00-8:00 AM;
5 School Pedestrians (W) from
2:15-3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing is 625
feet away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 41 school pedestrians daily;
267 VPH AM and 246 VPH PM
(West Leg)
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection; south leg is the entrance into the school parking lot • Stop-sign on north leg (minor road) of intersection
• Nearest signal is 625 feet away
• On-street parking allowed on both sides of the street on Pepper Street • On-street parking allowed in the westbound direction on Almond Avenue • One unstriped lane in each direction on Pepper Street • One striped lane in each direction on Almond Avenue
• Crosswalk only on the western leg of the intersection

05.2 No

05.3 No
No
03 Undivided and 2 total lanes;
414 VPH (Intersection TMC) from
7:15 AM to 8:15 AM
350 VPH (West Leg) from 7:15
AM to 8:15 AM;
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 0 0 1 0 3 1 15 0 4 6 1 31 0 0 2 0 2 7:15 AM 0 0 0 0 0 6 0 23 0 3 24 0 56 0 0 1 0 1 7:30 AM 0 0 0 2 4 5 1 28 5 4 27 3 79 0 1 0 0 1 7:45 AM 0 0 0 1 5 8 3 51 26 30 57 8 189 0 0 0 0 0 8:00 AM 0 0 0 1 0 2 2 41 5 1 36 2 90 0 0 0 1 1 8:15 AM 0 0 0 3 0 6 0 13 0 0 30 1 53 0 0 0 0 0 VOLUMES 0 0 0 8 9 30 7 171 36 42 180 15 503 0 1 3 1 5 APPROACH % 0% 0% 0% 17% 19% 63% 3% 79% 17% 18% 76% 6%
APP/DEPART 0 / 23 48 / 87 217 / 180 238 / 213 0

BEGIN PEAK HR
VOLUMES 0 0 0 4 9 21 6 143 36 38 144 13 417 0 1 1 1 APPROACH % 0% 0% 0% 11% 26% 60% 3% 77% 19% 19% 73% 7%
PEAK HR FACTOR 0.000 0.625 0.581 0.516 0.552
APP/DEPART 0 / 20 35 / 83 186 / 148 196 / 166 0 01:15 PM 0 0 0 2 1 3 2 27 0 1 28 0 64 0 0 0 0 0 1:30 PM 0 0 0 2 0 2 1 55 0 0 31 0 91 0 0 0 1 1 1:45 PM 0 0 0 0 0 4 3 27 0 1 29 3 67 0 0 0 1 1 2:00 PM 0 0 0 1 0 0 2 27 3 2 32 1 68 0 0 0 0 0 2:15 PM 0 0 0 2 1 4 0 29 5 7 35 1 84 0 0 0 0 0 2:30 PM 0 0 0 2 0 8 2 30 3 1 24 2 72 0 0 0 0 0 2:45 PM 0 0 0 1 0 5 2 32 0 0 30 2 72 0 0 1 0 1 3:00 PM 0 0 0 1 0 4 0 30 0 0 24 2 61 0 0 1 0 1 3:15 PM 0 0 0 2 0 4 2 27 0 0 39 0 74 0 0 0 0 0 3:30 PM 0 0 0 2 0 7 2 31 0 0 44 0 86 0 1 0 0 1 VOLUMES 0 0 0 15 2 41 16 315 11 12 316 11 744 0 1 2 2 5 APPROACH % 0% 0% 0% 25% 3% 69% 5% 92% 3% 4% 93% 3%
APP/DEPART 0 / 28 59 / 25 344 / 332 341 / 359 0

BEGIN PEAK HR
VOLUMES 0 0 0 5 1 10 6 138 8 10 127 5 312 0 0 0 2 APPROACH % 0% 0% 0% 31% 6% 63% 4% 91% 5% 7% 88% 3%
PEAK HR FACTOR 0.000 0.571 0.679 0.837 0.848
APP/DEPART 0 / 11 16 / 19 152 / 145 144 / 137 0 S Pepper St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
School Dwy

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 3 3 0 0 6 2 3 0 0 5 1 0 0 0 1 0 0 0 0 0 7:15 AM 1 1 0 1 3 0 1 0 0 1 1 0 0 0 1 0 0 0 1 1 7:30 AM 4 2 0 6 12 1 0 0 2 3 1 1 0 0 2 2 1 0 4 7 7:45 AM 24 18 0 51 93 13 11 0 20 44 0 0 0 0 0 11 7 0 31 49 8:00 AM 4 4 1 3 12 3 4 1 3 11 1 0 0 0 1 0 0 0 0 0 8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 36 29 1 61 127 19 20 1 25 65 4 1 0 0 5 13 8 0 36 57 1:15 PM 0 5 0 1 6 0 4 0 1 5 0 1 0 0 1 0 0 0 0 0 1:30 PM 0 6 0 0 6 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 1:45 PM 4 3 0 2 9 2 2 0 2 6 2 0 0 0 2 0 1 0 0 1 2:00 PM 1 8 0 5 14 1 8 0 5 14 0 0 0 0 0 0 0 0 0 0 2:15 PM 6 10 0 13 29 6 6 0 7 19 0 0 0 1 1 0 4 0 5 9 2:30 PM 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 2:45 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 3:00 PM 1 3 0 0 4 0 1 0 0 1 1 1 0 0 2 0 1 0 0 1 3:15 PM 1 2 1 0 4 0 2 1 0 3 1 0 0 0 1 0 0 0 0 0 3:30 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 TOTAL 16 40 1 21 78 11 30 1 15 57 4 4 0 1 9 1 6 0 5 12

U-TURNS
School Dwy S Pepper St W Almond Ave W Almond Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Pepper St
W Almond Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
1:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Adams Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Collins Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (S) from
7:15 AM to 8:15 AM
34 School Pedestrians (S) from
2:30 PM to 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,000' away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 618 VPH from 7:15 AM to 8:15
AM;
658 VPH from 2:30 PM to 3:30
PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
Yes
• 3 legged intersection (no east leg)
• 1,100 feet from nearest controlled (signalized) intersection • Crosswalk only on south leg of intersection
• One lane in each direction on Quincy Avenue; on-street parking permitted in both directions • One lane in each direction on Shaffer Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC5170
Tue, Feb 4, 25 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 0 13 0 0 29 1 3 0 1 0 0 0 47 0 0 0 0 0 7:15 AM 0 26 0 0 62 0 3 0 0 0 0 0 91 0 0 0 0 0 7:30 AM 3 50 0 0 61 1 5 0 4 0 0 0 124 0 0 0 0 0 7:45 AM 12 92 0 0 73 4 9 0 5 0 0 0 195 0 0 0 0 0 8:00 AM 28 99 0 0 96 6 3 0 3 0 0 0 235 0 0 0 0 0 8:15 AM 3 47 0 0 79 3 0 0 2 0 0 0 134 0 0 0 0 0 VOLUMES 46 327 0 0 400 15 23 0 15 0 0 0 826 0 0 0 0 0 APPROACH % 12% 88% 0% 0% 96% 4% 61% 0% 39% 0% 0% 0%
APP/DEPART 373 / 350 415 / 415 38 / 0 0 / 61 0

BEGIN PEAK HR
VOLUMES 46 288 0 0 309 14 17 0 14 0 0 0 688 0 0 0 0 APPROACH % 14% 86% 0% 0% 96% 4% 55% 0% 45% 0% 0% 0%
PEAK HR FACTOR 0.657 0.792 0.554 0.000 0.732
APP/DEPART 334 / 305 323 / 323 31 / 0 0 / 60 0 01:30 PM 0 46 0 0 80 3 2 0 0 0 0 0 131 0 0 0 0 0 1:45 PM 0 52 0 0 66 6 3 0 0 0 0 0 127 0 0 0 0 0 2:00 PM 1 57 0 0 61 2 4 0 1 0 0 0 126 0 0 0 0 0 2:15 PM 2 80 0 0 68 8 3 0 1 0 0 0 162 0 0 0 0 0 2:30 PM 22 74 0 0 76 9 3 0 6 0 0 0 190 0 0 0 0 0 2:45 PM 8 100 0 0 79 3 1 0 1 0 0 0 192 0 0 0 0 0 3:00 PM 0 69 0 0 62 4 1 0 1 0 0 0 137 0 0 0 0 0 3:15 PM 0 80 0 0 79 2 3 0 1 0 0 0 165 0 0 0 0 0 3:30 PM 0 101 0 0 53 4 5 0 1 0 0 0 164 0 0 0 0 0 3:45 PM 3 100 0 0 77 1 0 0 0 0 0 0 181 0 0 0 0 0 VOLUMES 36 759 0 0 701 42 25 0 12 0 0 0 1,575 0 0 0 0 0 APPROACH % 5% 95% 0% 0% 94% 6% 68% 0% 32% 0% 0% 0%
APP/DEPART 795 / 784 743 / 713 37 / 0 0 / 78 0

BEGIN PEAK HR
VOLUMES 30 323 0 0 296 18 8 0 9 0 0 0 684 0 0 0 0 APPROACH % 8% 92% 0% 0% 94% 6% 47% 0% 53% 0% 0% 0%
PEAK HR FACTOR 0.817 0.924 0.472 0.000 0.891
APP/DEPART 353 / 331 314 / 305 17 / 0 0 / 48 0 N Cambridge St

NORTH LEG
E Adams Ave WEST LEG EAST LEG E Adams Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 3 0 1 4 0 2 0 1 3 0 0 0 0 0 0 1 0 0 1 7:30 AM 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 7:45 AM 0 23 2 10 35 0 12 0 5 17 0 3 2 1 6 0 8 0 4 12 8:00 AM 0 9 0 0 9 0 2 0 0 2 0 2 0 0 2 0 5 0 0 5 8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 0 42 2 12 56 0 20 0 7 27 0 5 2 1 8 0 17 0 4 21 1:30 PM 0 5 0 1 6 0 4 0 1 5 0 1 0 0 1 0 0 0 0 0 1:45 PM 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 2:15 PM 1 17 1 3 22 1 8 0 2 11 0 0 1 0 1 0 9 0 1 10 2:30 PM 0 29 3 4 36 0 7 0 1 8 0 0 3 1 4 0 22 0 2 24 2:45 PM 0 12 0 10 22 0 0 0 0 0 0 0 0 0 0 0 12 0 10 22 3:00 PM 0 0 1 4 5 0 0 0 2 2 0 0 1 1 2 0 0 0 1 1 3:15 PM 0 0 2 18 20 0 0 0 0 0 0 0 2 3 5 0 0 0 15 15 3:30 PM 2 4 1 17 24 1 1 0 2 4 1 3 1 0 5 0 0 0 15 15 3:45 PM 2 1 0 2 5 2 0 0 0 2 0 0 0 1 1 0 1 0 1 2 TOTAL 5 75 8 59 147 4 27 0 8 39 1 4 8 6 19 0 44 0 45 89

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED
AMPMAM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Adams Ave

U-TURNS
N Cambridge St N Cambridge St E Adams Ave E Adams Ave
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Taft Elementary School
Control Type: Uncontrolled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Glendale Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Glendale Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 14 School Pedestrians (N) from
7:30 AM - 8:30 AM
23 School Pedestrians (N) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Approximately 1,100 feet from
nearest signal Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 41 School Pedestrians daily;
615 VPH AM and
550 VPH PM (North leg)
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no east leg); entrances to school parking lot to the north and south of the intersection • One slightly slanted crosswalk on the north leg of the intersection • Crosswalk on north and west leg of intersection
• Stop-control on west leg of intersection
• On-street parking permitted in both directions of Cambridge Street; red curb preventing parking on southbound approach on north leg of intersection on Cambridge Street
• On-street parking permitted in both directions on Glendale Avenue

05.2 No

05.3 No
No
03 Undivided and 4 total lanes on
Cambridge Street;
693 VPH (Intersection TMC)
from 3:30 PM to 4:30 PM;
685 VPH (South Leg - Cambridge
Street) from 3:30 PM to 4:30 PM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Glendale Avenue

05.1 04 No
Yes

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 7
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 X X 2 0 0 X 0 0 X X 0 0 0 0
7:00 AM 0 15 0 0 27 0 0 0 1 0 0 0 43 0 0 0 0 0 7:15 AM 1 19 0 0 45 0 1 0 0 0 0 0 66 0 0 0 0 0 7:30 AM 0 30 0 0 80 0 0 0 2 3 0 0 115 0 1 0 0 1 7:45 AM 1 51 0 0 82 1 1 0 0 6 0 0 142 0 1 0 0 1 8:00 AM 3 76 0 0 104 5 2 0 5 10 0 0 205 0 0 0 0 0 8:15 AM 3 56 0 0 58 0 1 0 3 5 0 0 126 0 0 0 0 0 VOLUMES 8 247 0 0 396 6 5 0 11 24 0 0 699 0 2 0 0 2 APPROACH % 3% 97% 0% 0% 98% 1% 31% 0% 69% 100% 0% 0%
APP/DEPART 255 / 254 404 / 431 16 / 0 24 / 14 0

BEGIN PEAK HR
VOLUMES 7 213 0 0 324 6 4 0 10 24 0 0 590 0 2 0 0 APPROACH % 3% 97% 0% 0% 98% 2% 29% 0% 71% 100% 0% 0%
PEAK HR FACTOR 0.696 0.761 0.500 0.600 0.720
APP/DEPART 220 / 219 332 / 358 14 / 0 24 / 13 0 02:00 PM 1 68 0 0 62 1 0 0 5 1 0 0 138 0 0 0 0 0 2:15 PM 4 74 0 0 54 3 2 0 4 1 0 0 142 0 0 0 0 0 2:30 PM 2 92 0 0 63 4 2 0 4 8 0 0 175 0 0 0 0 0 2:45 PM 0 77 0 0 51 1 0 0 0 0 0 0 129 1 0 0 0 1 3:00 PM 0 82 0 0 70 0 1 0 2 5 0 0 160 0 0 0 0 0 3:15 PM 1 85 0 0 53 2 2 0 3 2 0 0 148 0 0 0 0 0 3:30 PM 1 68 0 0 49 1 0 0 1 3 0 0 123 0 0 0 0 0 3:45 PM 3 119 0 0 50 2 0 0 1 1 0 0 176 0 0 0 0 0 4:00 PM 0 122 0 0 74 1 2 0 1 2 0 0 202 0 0 0 0 0 4:15 PM 2 128 0 0 59 2 0 0 0 1 0 0 192 0 0 0 0 0 VOLUMES 14 915 0 0 585 17 9 0 21 24 0 0 1,586 1 0 0 0 1 APPROACH % 2% 98% 0% 0% 97% 3% 30% 0% 70% 100% 0% 0%
APP/DEPART 930 / 924 602 / 631 30 / 0 24 / 31 0

BEGIN PEAK HR
VOLUMES 6 437 0 0 232 6 2 0 3 7 0 0 693 0 0 0 0 APPROACH % 1% 99% 0% 0% 97% 3% 40% 0% 60% 100% 0% 0%
PEAK HR FACTOR 0.852 0.793 0.417 0.583 0.858
APP/DEPART 443 / 439 238 / 242 5 / 0 7 / 12 0 N Cambridge St

NORTH LEG
E Glendale Ave WEST LEG EAST LEG School Dwy

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 7:45 AM 2 0 3 1 6 0 0 1 0 1 0 0 2 1 3 2 0 0 0 2 8:00 AM 33 0 10 2 45 20 0 4 1 25 2 0 5 1 8 11 0 1 0 12 8:15 AM 7 0 2 2 11 6 0 2 1 9 0 0 0 1 1 1 0 0 0 1 TOTAL 42 0 16 10 68 26 0 8 5 39 2 0 7 5 14 14 0 1 0 15 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 16 0 2 1 19 15 0 2 1 18 0 0 0 0 0 1 0 0 0 1 2:30 PM 36 0 13 0 49 14 0 3 0 17 0 0 3 0 3 22 0 7 0 29 2:45 PM 2 0 2 2 6 2 0 2 2 6 0 0 0 0 0 0 0 0 0 0 3:00 PM 3 0 4 2 9 3 0 4 0 7 0 0 0 2 2 0 0 0 0 0 3:15 PM 1 0 0 1 2 0 0 0 1 1 0 0 0 0 0 1 0 0 0 1 3:30 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4:00 PM 2 0 1 2 5 2 0 0 1 3 0 0 1 1 2 0 0 0 0 0 4:15 PM 3 0 3 0 6 0 0 3 0 3 0 0 0 0 0 3 0 0 0 3 TOTAL 63 0 26 10 99 36 0 14 7 57 0 0 5 3 8 27 0 7 0 34

U-TURNS
N Cambridge St N Cambridge St E Glendale Ave School Dwy

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Glendale Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Linda Vista Elementary
Control Type: Stop-Controlled
Major Street: Cannon Street Critical Approach Speed: 40 mph Minor Street: San Juan Drive Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cannon Street and San Juan Drive are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 22 School Pedestrians (N) from
7:30 AM - 8:30 AM
21 School Pedestrians (N) from
1:45 PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Slightly offset intersection with west-leg leading into driveway into school • 2 lanes in each direction on Cannon Street with left-turn lane on both north and south legs • 1 unstriped lane in each direction on San Juan Drive
• Crosswalks only on north leg and east leg of intersection • On-street parking permitted in both directions on San Juan Drive • On-street parking prohibited in both directions on Cannon Street

05.2 No

05.3 No
Yes
03 808 VPH (North Leg) from 7:30
AM to 8:30 AM Yes
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cannon Street at San Juan Drive

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 X X X 0 1 0 0 0 0 0
7:00 AM 1 40 0 5 80 5 0 0 0 0 3 5 139 0 0 0 0 0 7:15 AM 2 41 0 2 83 11 0 0 0 2 0 3 144 0 0 0 0 0 7:30 AM 2 54 1 2 107 31 0 0 0 3 3 11 214 0 0 0 0 0 7:45 AM 23 80 5 3 92 56 0 0 0 1 4 10 274 0 0 0 0 0 8:00 AM 18 86 1 5 74 26 0 0 0 3 1 5 219 0 0 0 0 0 8:15 AM 3 60 6 8 92 3 0 0 0 1 1 3 177 0 0 0 0 0 VOLUMES 49 361 13 25 528 132 0 0 0 10 12 37 1,167 0 0 0 0 0 APPROACH % 12% 85% 3% 4% 77% 19% 0% 0% 0% 17% 20% 63%
APP/DEPART 423 / 398 685 / 538 0 / 38 59 / 193 0

BEGIN PEAK HR
VOLUMES 46 280 13 18 365 116 0 0 0 8 9 29 884 0 0 0 0 APPROACH % 14% 83% 4% 4% 73% 23% 0% 0% 0% 17% 20% 63%
PEAK HR FACTOR 0.785 0.826 0.000 0.676 0.807
APP/DEPART 339 / 309 499 / 373 0 / 31 46 / 171 0 01:30 PM 2 40 0 5 29 5 0 0 0 1 1 8 91 0 0 0 0 0 1:45 PM 3 35 2 6 34 19 0 0 0 1 0 6 106 0 0 0 0 0 2:00 PM 10 66 3 5 39 16 0 0 0 2 0 6 147 0 0 0 0 0 2:15 PM 7 39 6 8 44 14 0 0 0 4 1 3 126 0 0 0 0 0 2:30 PM 1 72 4 1 32 16 0 0 0 6 0 14 146 0 0 0 0 0 2:45 PM 1 71 0 3 32 4 0 0 0 1 0 7 119 0 1 0 0 1 3:00 PM 1 71 3 2 46 2 0 0 0 1 0 7 133 0 0 0 0 0 3:15 PM 0 81 3 4 54 4 0 0 0 2 0 4 152 0 0 0 0 0 3:30 PM 3 114 4 6 65 1 0 0 0 2 1 7 203 0 0 0 0 0 3:45 PM 0 124 4 3 65 6 0 0 0 6 0 6 214 0 0 0 0 0 VOLUMES 28 713 29 43 440 87 0 0 0 26 3 68 1,438 0 1 0 0 1 APPROACH % 4% 93% 4% 8% 77% 15% 0% 0% 0% 27% 3% 70%
APP/DEPART 770 / 782 571 / 466 0 / 72 97 / 118 0

BEGIN PEAK HR
VOLUMES 4 390 14 15 230 13 0 0 0 11 1 24 702 0 0 0 0 APPROACH % 1% 96% 3% 6% 89% 5% 0% 0% 0% 31% 3% 67%
PEAK HR FACTOR 0.797 0.872 0.000 0.750 0.820
APP/DEPART 408 / 414 258 / 241 0 / 29 36 / 18 0 N Cannon St

NORTH LEG
E San Juan Dr WEST LEG EAST LEG E San Juan Dr

SOUTH LEG
N Cannon St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 2 3 1 0 0 0 1 0 0 0 0 0 0 0 0 2 2 7:15 AM 1 0 2 0 3 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0 7:30 AM 5 0 0 0 5 2 0 0 0 2 0 0 0 0 0 3 0 0 0 3 7:45 AM 18 0 3 0 21 7 0 1 0 8 0 0 0 0 0 11 0 2 0 13 8:00 AM 16 0 6 0 22 11 0 5 0 16 0 0 0 0 0 5 0 1 0 6 8:15 AM 9 0 0 0 9 6 0 0 0 6 0 0 0 0 0 3 0 0 0 3 TOTAL 50 0 11 2 63 28 0 7 0 35 0 0 1 0 1 22 0 3 2 27 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 5 0 0 0 5 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 2:00 PM 1 0 1 0 2 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 2:15 PM 25 0 5 1 31 15 0 4 1 20 0 0 0 0 0 10 0 1 0 11 2:30 PM 20 0 4 0 24 9 0 2 0 11 0 0 0 0 0 11 0 2 0 13 2:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 3 1 4 0 0 3 0 3 0 0 0 1 1 0 0 0 0 0 3:30 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 0 0 0 0 0 1 1 3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 TOTAL 51 0 16 4 71 30 0 10 1 41 0 0 3 2 5 21 0 3 1 25

U-TURNS
N Cannon St N Cannon St E San Juan Dr E San Juan Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cannon St
E San Juan Dr

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Fletcher Gate Academy
Control Type: Uncontrolled
Major Street: Fletcher Avenue Critical Approach Speed: 25 mph Minor Street: American Way Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Fletcher Avenue and American Way are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians from 7:30
AM - 8:30 AM
21 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest alternate controlled
crossing is 1,000 feet away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 32 School Pedestrians Daily No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two-Way Left-Turn Lane on Fletcher Avenue in addition to one lane in each direction; on-street parking permitted in both directions • Red curb striping prevent parking near the school parking lot driveways • Undivided and unstriped roadway with one lane in each direction on American Way; on-street parking permitted in both directions • Three legged intersection (no north leg) with offset northbound entrance to school parking lot • Crosswalk on west and south leg of intersection

05.2 No

05.3 No
No
03 Undivided and 1 lane in each
direction;
415 VPH (Intersection TMC)
from 7:30 AM to 8:30 AM
388 VPH (East Leg) from 7:30 AM
to 8:30 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Fletcher Avenue at American Way

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 1 1 X 0 0 0 0
7:00 AM 2 0 5 0 0 0 0 23 5 5 18 0 58 0 0 0 0 0 7:15 AM 5 0 5 0 0 0 0 26 4 6 21 0 67 0 0 0 0 0 7:30 AM 1 0 1 0 0 0 0 32 3 2 28 0 67 0 0 0 0 0 7:45 AM 3 0 3 0 0 0 0 33 8 7 50 0 104 0 0 0 1 1 8:00 AM 3 0 7 0 0 0 0 49 7 13 88 0 167 0 0 0 0 0 8:15 AM 0 0 2 0 0 0 0 28 2 8 37 0 77 0 0 0 0 0 VOLUMES 14 0 23 0 0 0 0 191 29 41 242 0 541 0 0 0 1 1 APPROACH % 38% 0% 62% 0% 0% 0% 0% 87% 13% 14% 85% 0%
APP/DEPART 37 / 0 0 / 70 220 / 215 284 / 256 0

BEGIN PEAK HR
VOLUMES 7 0 13 0 0 0 0 142 20 30 203 0 416 0 0 0 1 APPROACH % 35% 0% 65% 0% 0% 0% 0% 88% 12% 13% 87% 0%
PEAK HR FACTOR 0.500 0.000 0.723 0.579 0.623
APP/DEPART 20 / 0 0 / 50 162 / 156 234 / 210 0 01:45 PM 2 0 10 0 0 0 0 18 7 2 23 0 62 0 0 1 0 1 2:00 PM 0 0 8 0 0 0 0 25 5 2 24 0 64 0 0 0 1 1 2:15 PM 4 0 4 0 0 0 0 23 6 2 27 0 66 0 0 0 0 0 2:30 PM 19 0 13 0 0 0 0 43 4 1 46 0 126 0 0 0 0 0 2:45 PM 7 0 8 0 0 0 0 33 8 3 50 0 109 0 0 0 0 0 3:00 PM 16 0 7 0 0 0 0 19 3 6 27 0 78 0 0 0 0 0 3:15 PM 11 0 2 0 0 0 0 22 5 3 31 0 74 0 0 0 0 0 3:30 PM 14 0 7 0 0 0 0 32 2 7 44 0 106 0 0 0 0 0 3:45 PM 6 0 4 0 0 0 0 34 2 1 31 0 78 0 0 0 0 0 4:00 PM 14 0 6 0 0 0 0 26 3 0 45 0 94 0 0 0 0 0 VOLUMES 93 0 69 0 0 0 0 275 45 27 348 0 859 0 0 1 1 2 APPROACH % 57% 0% 43% 0% 0% 0% 0% 86% 14% 7% 93% 0%
APP/DEPART 162 / 0 0 / 72 321 / 345 376 / 442 0

BEGIN PEAK HR
VOLUMES 53 0 30 0 0 0 0 117 20 13 154 0 387 0 0 0 0 APPROACH % 64% 0% 36% 0% 0% 0% 0% 85% 15% 8% 92% 0%
PEAK HR FACTOR 0.648 0.000 0.729 0.788 0.768
APP/DEPART 83 / 0 0 / 33 137 / 147 167 / 207 0 N American Way

NORTH LEG
W Fletcher Ave WEST LEG EAST LEG W Fletcher Ave

SOUTH LEG
N American Way

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 0 3 4 0 0 0 2 2 0 1 0 0 1 0 0 0 1 1 8:00 AM 0 0 0 11 11 0 0 0 7 7 0 0 0 0 0 0 0 0 4 4 8:15 AM 0 1 0 4 5 0 0 0 3 3 0 0 0 0 0 0 1 0 1 2 TOTAL 0 5 0 18 23 0 1 0 12 13 0 3 0 0 3 0 1 0 6 7 1:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2:00 PM 2 2 0 0 4 0 2 0 0 2 2 0 0 0 2 0 0 0 0 0 2:15 PM 0 5 0 31 36 0 2 0 20 22 0 0 0 0 0 0 3 0 11 14 2:30 PM 1 4 0 18 23 0 2 0 10 12 1 1 0 0 2 0 1 0 8 9 2:45 PM 1 0 0 3 4 0 0 0 1 1 1 0 0 0 1 0 0 0 2 2 3:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3:45 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4:00 PM 1 3 0 1 5 0 2 0 0 2 1 1 0 1 3 0 0 0 0 0 TOTAL 5 20 0 53 78 0 9 0 31 40 5 7 0 1 13 0 4 0 21 25

U-TURNS
N American Way N American Way W Fletcher Ave W Fletcher Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N American Way
W Fletcher Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Handy Elementary
Control Type: Stop-Controlled
Major Street: Handy Street Critical Approach Speed: 25 mph Minor Street: Collins Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Handy Street and Collins Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 37 School Pedestrians from 7:30
AM - 8:30 AM
38 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 2 lanes in each direction on Collins Avenue, with stop sign on cement footing as a center median • On-street parking permitted in westbound direction on Collins Avenue; on-street parking prohibited in eastbound direction • 1 lane in each direction on Handy Street
• On-street parking prohibited on Handy Street from 7 AM to 9AM and 2PM to 4 PM every day in both directions • Crosswalks on all four legs of the intersection

05.2 No

05.3 No
Yes
03 1,251 VPH AM and 1,137 VPH
PM (West Leg) Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 19
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 2 0 0 2 0 0 0 0 0
7:00 AM 2 10 7 3 5 11 1 72 6 5 64 5 191 0 0 0 0 0 7:15 AM 5 12 12 2 12 9 4 89 13 9 83 4 254 0 0 0 0 0 7:30 AM 12 12 26 9 18 9 3 152 11 8 103 6 369 0 0 0 0 0 7:45 AM 16 6 26 8 12 16 4 144 33 19 125 5 414 0 0 0 0 0 8:00 AM 29 19 11 8 29 13 3 94 37 20 133 6 402 0 0 0 0 0 8:15 AM 22 10 19 5 12 17 3 102 7 10 142 4 353 0 0 0 0 0 VOLUMES 86 69 101 35 88 75 18 653 107 71 650 30 1,983 0 0 0 0 0 APPROACH % 34% 27% 39% 18% 44% 38% 2% 84% 14% 9% 87% 4% APP/DEPART 256 / 117 198 / 266 778 / 789 751 / 811 0

BEGIN PEAK HR
VOLUMES 79 47 82 30 71 55 13 492 88 57 503 21 1,538 0 0 0 0 APPROACH % 38% 23% 39% 19% 46% 35% 2% 83% 15% 10% 87% 4% PEAK HR FACTOR 0.881 0.780 0.819 0.914 0.929
APP/DEPART 208 / 81 156 / 216 593 / 604 581 / 637 0 01:45 PM 4 11 14 8 13 8 8 105 13 8 97 3 292 0 0 0 0 0 2:00 PM 5 10 8 4 9 10 3 102 16 12 89 4 272 0 0 0 0 0 2:15 PM 15 5 7 6 13 9 7 119 32 20 109 4 346 0 0 0 0 0 2:30 PM 22 18 11 6 5 14 11 94 12 11 122 3 329 0 0 0 0 0 2:45 PM 17 7 15 2 4 6 11 138 13 6 161 4 384 0 0 0 0 0 3:00 PM 12 6 8 4 7 12 10 138 13 10 135 2 357 0 0 0 0 0 3:15 PM 6 6 17 0 6 11 12 141 10 14 137 8 368 0 0 0 0 0 3:30 PM 13 7 17 5 12 9 8 156 8 18 180 5 438 0 0 0 0 0 3:45 PM 6 16 14 5 11 12 3 146 21 13 174 5 426 0 0 0 0 0 4:00 PM 13 6 14 3 6 8 14 144 28 14 155 7 412 0 0 0 0 0 VOLUMES 113 92 125 43 86 99 87 1,283 166 126 1,359 45 3,624 0 0 0 0 0 APPROACH % 34% 28% 38% 19% 38% 43% 6% 84% 11% 8% 89% 3% APP/DEPART 330 / 224 228 / 378 1,536 / 1,451 1,530 / 1,571 0

BEGIN PEAK HR
VOLUMES 38 35 62 13 35 40 37 587 67 59 646 25 1,644 0 0 0 0 APPROACH % 28% 26% 46% 15% 40% 45% 5% 85% 10% 8% 88% 3% PEAK HR FACTOR 0.912 0.786 0.929 0.899 0.938
APP/DEPART 135 / 97 88 / 161 691 / 662 730 / 724 0 N Handy St

NORTH LEG
E Collins Ave WEST LEG EAST LEG E Collins Ave

SOUTH LEG
N Handy St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0 7:15 AM 3 3 4 6 16 0 0 1 0 1 3 3 3 6 15 0 0 0 0 0 7:30 AM 1 5 0 3 9 1 1 0 2 4 0 0 0 0 0 0 4 0 1 5 7:45 AM 1 11 1 16 29 1 2 0 3 6 0 0 1 0 1 0 9 0 13 22 8:00 AM 4 6 0 37 47 2 2 0 15 19 0 3 0 1 4 2 1 0 21 24 8:15 AM 3 1 0 4 8 3 1 0 2 6 0 0 0 0 0 0 0 0 2 2 TOTAL 13 26 5 67 111 7 6 1 22 36 4 6 4 8 22 2 14 0 37 53 1:45 PM 2 5 0 3 10 1 4 0 1 6 1 1 0 2 4 0 0 0 0 0 2:00 PM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 7 0 6 13 0 6 0 6 12 0 0 0 0 0 0 1 0 0 1 2:30 PM 0 14 0 35 49 0 4 0 8 12 0 0 0 1 1 0 10 0 26 36 2:45 PM 0 3 0 15 18 0 3 0 3 6 0 0 0 0 0 0 0 0 12 12 3:00 PM 1 7 0 3 11 0 3 0 1 4 1 4 0 2 7 0 0 0 0 0 3:15 PM 1 3 2 1 7 1 2 2 0 5 0 1 0 1 2 0 0 0 0 0 3:30 PM 0 2 1 5 8 0 1 1 1 3 0 1 0 1 2 0 0 0 3 3 3:45 PM 2 3 0 6 11 1 0 0 3 4 1 3 0 0 4 0 0 0 3 3 4:00 PM 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 TOTAL 6 48 3 75 132 3 26 3 24 56 3 10 0 7 20 0 12 0 44 56

U-TURNS
N Handy St N Handy St E Collins Ave E Collins Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Handy St
E Collins Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Jordan Elementary School
Control Type: Uncontrolled
Major Street: Hewes Street Critical Approach Speed: 35 mph Minor Street: Jordan Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Hewes Street and Jordan Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:30
AM - 8:30 AM
27 School Pedestrians from 3:15
PM - 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing is
~1900 feet away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 39 School Pedestrians Daily No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (no east leg)
• Two lanes in each direction on Hewes; Hewes has a slight curve • 1 lane in each direction on Jordan Ave
• Crosswalk only on north leg of intersection
• On-street parking permitted in both directions on Jordan Avenue • On-stret parking prohibited in both directions on Hewes Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 21
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 X X 2 0 0 X 0 X X X 0 0 0 0
7:00 AM 2 35 0 0 87 9 3 0 4 0 0 0 140 0 0 0 0 0 7:15 AM 4 51 0 0 93 8 3 0 4 0 0 0 163 0 0 0 0 0 7:30 AM 8 65 0 0 115 15 5 0 6 0 0 0 214 0 0 0 0 0 7:45 AM 5 77 0 0 128 40 8 0 4 0 0 0 262 1 0 0 0 1 8:00 AM 10 64 0 0 156 95 14 0 10 0 0 0 349 0 0 0 0 0 8:15 AM 7 67 0 0 137 20 24 0 9 0 0 0 264 0 0 0 0 0 VOLUMES 36 359 0 0 716 187 57 0 37 0 0 0 1,393 1 0 0 0 1 APPROACH % 9% 91% 0% 0% 79% 21% 61% 0% 39% 0% 0% 0%
APP/DEPART 396 / 416 903 / 754 94 / 0 0 / 223 0

BEGIN PEAK HR
VOLUMES 30 273 0 0 536 170 51 0 29 0 0 0 1,090 1 0 0 0 APPROACH % 10% 90% 0% 0% 76% 24% 64% 0% 36% 0% 0% 0%
PEAK HR FACTOR 0.916 0.703 0.606 0.000 0.781
APP/DEPART 304 / 324 706 / 566 80 / 0 0 / 200 0 01:45 PM 6 51 0 0 66 13 5 0 5 0 0 0 146 0 0 0 0 0 2:00 PM 5 58 0 0 54 17 3 0 3 0 0 0 140 0 0 0 0 0 2:15 PM 7 74 0 0 49 17 7 0 3 0 0 0 157 0 0 0 0 0 2:30 PM 6 89 0 0 80 28 21 0 9 0 0 0 233 0 0 0 0 0 2:45 PM 3 70 0 0 83 21 33 0 9 0 0 0 219 0 0 0 0 0 3:00 PM 6 85 0 0 57 8 10 0 5 0 0 0 171 0 0 0 0 0 3:15 PM 10 99 0 0 91 5 4 0 4 0 0 0 213 0 0 0 0 0 3:30 PM 4 85 0 0 74 4 6 0 5 0 0 0 178 1 0 0 0 1 3:45 PM 6 116 0 0 74 7 2 0 3 0 0 0 208 0 0 0 0 0 4:00 PM 5 118 0 0 66 16 14 0 5 0 0 0 224 0 0 0 0 0 VOLUMES 58 845 0 0 694 136 105 0 51 0 0 0 1,890 1 0 0 0 1 APPROACH % 6% 93% 0% 0% 84% 16% 67% 0% 33% 0% 0% 0%
APP/DEPART 904 / 950 830 / 746 156 / 0 0 / 194 0

BEGIN PEAK HR
VOLUMES 25 343 0 0 311 62 68 0 27 0 0 0 836 0 0 0 0 APPROACH % 7% 93% 0% 0% 83% 17% 72% 0% 28% 0% 0% 0%
PEAK HR FACTOR 0.844 0.863 0.565 0.000 0.897
APP/DEPART 368 / 411 373 / 338 95 / 0 0 / 87 0 S Hewes St

NORTH LEG
E Jordan Ave WEST LEG EAST LEG E Jordan Ave

SOUTH LEG
S Hewes St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 1 2 3 0 0 0 0 0 0 0 1 2 3 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 5 0 0 1 6 3 0 0 0 3 1 0 0 1 2 1 0 0 0 1 8:00 AM 11 0 0 0 11 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 17 0 1 3 21 11 0 0 0 11 1 0 1 3 5 5 0 0 0 5 1:45 PM 1 0 1 0 2 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 2:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2:15 PM 2 0 1 0 3 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 2:30 PM 5 0 0 1 6 2 0 0 0 2 0 0 0 1 1 3 0 0 0 3 2:45 PM 9 1 3 1 14 4 0 0 1 5 1 1 3 0 5 4 0 0 0 4 3:00 PM 0 0 1 2 3 0 0 0 2 2 0 0 1 0 1 0 0 0 0 0 3:15 PM 3 0 0 1 4 3 0 0 0 3 0 0 0 1 1 0 0 0 0 0 3:30 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 3:45 PM 1 0 0 1 2 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 4:00 PM 30 0 1 3 34 3 0 0 3 6 0 0 1 0 1 27 0 0 0 27 TOTAL 52 1 7 11 71 17 0 0 7 24 1 1 7 4 13 34 0 0 0 34

U-TURNS
S Hewes St S Hewes St E Jordan Ave E Jordan Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Hewes St
E Jordan Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: La Veta Elementary
Control Type: Uncontrolled
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Malena Drive Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and La Veta Avenue and Malena Drive are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 23 School Pedestrians (E) from
7:30 AM to 8:30 AM
34 School Pedestrians (E) from
1:45 PM to 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,200' away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 1,060 VPH from 7:30 AM to 8:30
AM
933 VPH from 2:30 PM to 3:30
PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
Yes
• Southbound leg of intersection leads into driveway of school parking lot • 2 lanes in each direction on La Veta Avenue
• 1 unstriped lane in each direction on Malena Drive
• 1,100 feet to nearest controlled (signalized) intersection (La Veta / Yorba) • Red curb markings preventing on-street parking on La Veta Avenue around crosswalk • On-street parking permitted in both directions on Malena Drive

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 22
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 2 0 0 2 0 0 0 0 0
7:15 AM 1 0 0 0 0 0 1 39 2 0 81 0 124 0 0 0 0 0 7:30 AM 1 0 1 0 0 2 0 100 2 0 108 0 214 0 0 0 0 0 7:45 AM 15 0 12 1 0 2 0 118 1 0 128 1 278 0 0 1 0 1 8:00 AM 26 1 22 0 0 2 11 122 0 1 166 4 355 0 0 0 0 0 8:15 AM 15 0 7 0 0 2 1 64 0 0 122 0 211 0 0 1 0 1 8:30 AM 1 0 1 1 0 2 1 48 0 0 110 0 164 0 0 0 0 0 VOLUMES 59 1 43 2 0 10 14 491 5 1 715 5 1,348 0 0 2 0 2 APPROACH % 57% 1% 42% 17% 0% 83% 3% 96% 1% 0% 99% 1%
APP/DEPART 103 / 20 12 / 6 512 / 536 721 / 786 0

BEGIN PEAK HR
VOLUMES 57 1 42 1 0 8 12 404 3 1 524 5 1,060 0 0 2 0 APPROACH % 57% 1% 42% 11% 0% 89% 3% 96% 1% 0% 99% 1%
PEAK HR FACTOR 0.510 0.750 0.791 0.775 0.746
APP/DEPART 100 / 18 9 / 4 421 / 447 530 / 591 0 01:30 PM 0 0 0 0 0 1 0 49 1 0 82 1 134 0 0 0 0 0 1:45 PM 2 0 1 0 0 0 1 69 0 0 79 1 153 0 0 1 0 1 2:00 PM 0 0 0 1 0 1 0 56 0 0 130 1 189 0 0 0 0 0 2:15 PM 15 1 12 0 0 2 5 86 0 0 121 2 244 0 0 1 0 1 2:30 PM 21 0 11 0 0 1 2 88 0 0 105 0 228 0 0 2 0 2 2:45 PM 2 0 0 0 0 0 2 71 0 0 131 0 206 0 0 1 0 1 3:00 PM 3 0 0 0 0 1 0 88 0 0 150 0 242 0 0 0 0 0 3:15 PM 2 0 1 0 0 0 2 110 2 0 137 0 254 0 0 0 0 0 3:30 PM 5 0 3 0 0 5 4 85 0 0 89 1 192 0 0 0 0 0 3:45 PM 1 0 0 0 0 1 1 89 0 0 92 0 184 0 0 0 0 0 VOLUMES 51 1 28 1 0 12 17 791 3 0 1,116 6 2,031 0 0 5 0 5 APPROACH % 64% 1% 35% 8% 0% 92% 2% 97% 0% 0% 99% 1%
APP/DEPART 80 / 24 13 / 3 816 / 820 1,122 / 1,184 0

BEGIN PEAK HR
VOLUMES 28 0 12 0 0 2 6 357 2 0 523 0 933 0 0 3 0 APPROACH % 70% 0% 30% 0% 0% 100% 2% 97% 1% 0% 100% 0%
PEAK HR FACTOR 0.313 0.500 0.807 0.872 0.918
APP/DEPART 40 / 6 2 / 2 368 / 369 523 / 556 0 S Malena Dr

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
School Dwy

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 7:45 AM 1 1 3 0 5 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3 8:00 AM 3 0 35 0 38 3 0 16 0 19 0 0 0 0 0 0 0 19 0 19 8:15 AM 0 2 3 0 5 0 1 2 0 3 0 1 0 0 1 0 0 1 0 1 8:30 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 5 5 41 0 51 4 3 18 0 25 1 2 0 0 3 0 0 23 0 23 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 6 0 6 0 0 5 0 5 0 0 0 0 0 0 0 1 0 1 2:15 PM 6 0 15 0 21 3 0 6 0 9 0 0 0 0 0 3 0 9 0 12 2:30 PM 7 2 31 0 40 2 2 6 0 10 0 0 0 0 0 5 0 25 0 30 2:45 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 3:00 PM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3:30 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 14 9 52 0 75 6 6 17 0 29 0 2 0 0 2 8 1 35 0 44

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Malena Dr
E La Veta Ave

U-TURNS
School Dwy S Malena Dr E La Veta Ave E La Veta Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Palmyra Elementary School
Control Type:Uncontrolled
Major Street: Palmyra Avenue Critical Approach Speed:25 mph Minor Street: California Street Critical Approach Speed:25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Palmyra Avenue and California Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 69 School Pedestrians from 7:00
AM to 8:00 AM
25 School Pedestrians from 1:30
PM to 2:30 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
The nearest controlled crossing is
~1,100' away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 319 VPH from 7:00 AM to 8:00
AM
230 VPH from 3:00 PM to 4:00
PM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 Yes
No
• 3 legged intersection (no north leg); crosswalk on east and south legs of intersection • Crosswalk on east leg of intersection (Palmyra Ave) leads directly into school entrance • Two non-through lanes of curb pickup (one lane for stalling, one lane that doesn't allow stopping) on the east leg of the intersection; in addition to one lane in each direction on Palmyra Avenue • One unstriped lane in each direction on California Street • 1,400 feet east to the nearest controlled (all-way stop) intersection at Cambridge St / Palmyra Avenue • On-street parking allowed in both-directions on Palmyra Avenue and California Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 29
EAST & WEST: CONTROL: STOP N
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:00 AM 0 0 1 0 0 0 0 13 2 1 8 0 25 0 0 0 0 0 7:15 AM 3 0 1 0 0 0 0 21 2 2 20 0 49 0 0 1 2 3 7:30 AM 4 0 3 0 0 0 0 45 5 6 71 0 134 0 0 0 0 0 7:45 AM 9 0 5 0 0 0 0 42 6 4 76 0 142 0 0 0 0 0 8:00 AM 2 0 2 0 0 0 0 21 2 3 34 0 64 0 0 0 0 0 8:15 AM 3 0 3 0 0 0 0 16 1 3 24 0 50 0 0 0 2 2 VOLUMES 21 0 15 0 0 0 0 158 18 19 233 0 469 0 0 1 4 5 APPROACH % 58% 0% 42% 0% 0% 0% 0% 89% 10% 7% 91% 0%
APP/DEPART 36 / 0 0 / 37 177 / 177 256 / 255 0

BEGIN PEAK HR
VOLUMES 18 0 13 0 0 0 0 124 14 16 205 0 392 0 0 0 2 APPROACH % 58% 0% 42% 0% 0% 0% 0% 90% 10% 7% 92% 0%
PEAK HR FACTOR 0.554 0.000 0.690 0.697 0.690
APP/DEPART 31 / 0 0 / 30 138 / 139 223 / 223 0 01:30 PM 3 0 2 0 0 0 0 15 2 4 18 0 44 0 0 0 1 1 1:45 PM 0 0 0 0 0 0 0 23 2 5 20 0 50 0 0 0 0 0 2:00 PM 5 0 3 0 0 0 0 22 4 6 34 0 74 0 0 1 1 2 2:15 PM 4 0 4 0 0 0 0 21 0 6 47 0 82 0 0 0 2 2 2:30 PM 3 0 6 0 0 0 0 14 2 4 32 0 61 0 0 0 0 0 2:45 PM 0 0 1 0 0 0 0 19 1 2 33 0 56 0 0 0 1 1 3:00 PM 1 0 4 0 0 0 0 37 2 7 33 0 84 0 0 2 3 5 3:15 PM 2 0 1 0 0 0 0 27 1 5 45 0 81 0 0 0 2 2 3:30 PM 1 0 4 0 0 0 0 17 0 4 29 0 55 0 0 0 0 0 3:45 PM 2 0 0 0 0 0 0 18 2 6 44 0 72 0 0 0 0 0 VOLUMES 21 0 25 0 0 0 0 213 16 49 335 0 672 0 0 3 10 13 APPROACH % 46% 0% 54% 0% 0% 0% 0% 92% 7% 12% 85% 0%
APP/DEPART 46 / 0 0 / 65 232 / 248 394 / 359 0

BEGIN PEAK HR
VOLUMES 6 0 9 0 0 0 0 99 5 22 151 0 299 0 0 2 5 APPROACH % 40% 0% 60% 0% 0% 0% 0% 93% 5% 12% 85% 0%
PEAK HR FACTOR 0.750 0.000 0.646 0.856 0.840
APP/DEPART 15 / 0 0 / 27 106 / 113 178 / 159 0 S California St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S California St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 7:15 AM 0 2 18 0 20 0 1 6 0 7 0 0 0 0 0 0 1 12 0 13 7:30 AM 1 14 65 0 80 1 7 35 0 43 0 1 0 0 1 0 6 30 0 36 7:45 AM 0 12 53 0 65 0 9 26 0 35 0 0 0 0 0 0 3 27 0 30 8:00 AM 0 1 2 0 3 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 1 32 138 0 171 1 20 69 0 90 0 2 0 0 2 0 10 69 0 79 1:30 PM 0 0 9 0 9 0 0 6 0 6 0 0 1 0 1 0 0 2 0 2 1:45 PM 0 3 9 0 12 0 2 8 0 10 0 1 0 0 1 0 0 1 0 1 2:00 PM 0 2 52 0 54 0 1 32 0 33 0 0 0 0 0 0 1 20 0 21 2:15 PM 0 4 40 0 44 0 1 13 0 14 0 0 0 0 0 0 3 27 0 30 2:30 PM 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 3 1 0 4 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 4 2 1 7 0 3 1 1 5 0 0 0 0 0 0 1 1 0 2 3:15 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 3:45 PM 0 0 4 0 4 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 TOTAL 0 21 120 1 142 0 14 68 1 83 0 2 1 0 3 0 5 51 0 56

U-TURNS
S California St S California St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S California St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Serrano Avenue Critical Approach Speed: 15 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Santiago Boulevard and Serrano Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 58 School Pedestrians (N) from
7:30 AM to 8:30 AM
38 School Pedestrians (N) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
366 AM/244 PM VPH (North
Leg) No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Serrano Avenue, with one additional left-turn lane in the westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Westbound leg of Serrano Avenue leads to a cul-de-sac of residential housing approximately 100 feet west of the intersection • Crosswalk on all four legs
• On-street parking prohibited in both directions on Santiago Boulevard • On-street parking prevented by red curb on east leg of intersection (Serrano Avenue) • On-street parking permitted in both directions on west leg of intersection (Serrano Avenue)

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 35
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 1 1 0 0 0 0 0
7:00 AM 0 61 6 25 103 0 0 0 1 4 0 16 216 0 0 0 0 0 7:15 AM 2 86 26 31 118 0 0 0 0 18 0 13 294 0 0 0 0 0 7:30 AM 0 84 50 61 170 5 0 0 1 36 0 44 451 0 1 0 0 1 7:45 AM 2 49 51 95 103 19 11 7 7 76 1 90 511 0 0 0 0 0 8:00 AM 0 79 57 101 162 3 1 5 2 76 0 116 602 0 2 0 0 2 8:15 AM 0 154 16 40 239 0 1 0 1 27 0 76 554 0 0 0 0 0 VOLUMES 4 513 206 353 895 27 13 12 12 237 1 355 2,631 0 3 0 0 3 APPROACH % 1% 71% 28% 28% 70% 2% 35% 32% 32% 40% 0% 60% APP/DEPART 723 / 884 1,278 / 1,144 37 / 571 593 / 32 0

BEGIN PEAK HR
VOLUMES 2 366 174 297 674 27 13 12 11 215 1 326 2,121 0 3 0 0 APPROACH % 0% 68% 32% 30% 67% 3% 36% 33% 31% 40% 0% 60% PEAK HR FACTOR 0.797 0.897 0.360 0.706 0.878
APP/DEPART 542 / 708 1,001 / 900 36 / 483 542 / 30 0 01:45 PM 3 115 17 38 140 1 0 0 2 6 0 18 340 0 0 0 0 0 2:00 PM 6 133 18 32 132 3 0 0 0 7 0 18 349 0 0 0 0 0 2:15 PM 1 110 15 16 108 3 3 0 3 44 0 46 349 0 0 0 0 0 2:30 PM 2 167 25 33 142 4 4 1 2 38 0 62 480 0 0 0 0 0 2:45 PM 5 169 24 55 150 0 0 0 3 15 0 15 436 0 0 0 0 0 3:00 PM 1 136 20 56 190 1 1 0 5 53 0 77 540 0 0 0 0 0 3:15 PM 0 191 31 34 206 1 1 0 1 23 0 41 529 0 0 0 0 0 3:30 PM 0 211 12 15 169 0 0 0 0 12 0 93 512 0 0 0 0 0 3:45 PM 0 248 9 22 174 0 1 0 0 15 1 28 498 0 0 0 0 0 4:00 PM 0 243 15 21 153 1 0 0 1 14 0 37 485 0 0 0 0 0 VOLUMES 18 1,723 186 322 1,564 14 10 1 17 227 1 435 4,518 0 0 0 0 0 APPROACH % 1% 89% 10% 17% 82% 1% 36% 4% 61% 34% 0% 66%
APP/DEPART 1,927 / 2,168 1,900 / 1,808 28 / 509 663 / 33 0

BEGIN PEAK HR
VOLUMES 1 786 72 127 739 2 3 0 6 103 1 239 2,079 0 0 0 0 APPROACH % 0% 92% 8% 15% 85% 0% 33% 0% 67% 30% 0% 70%
PEAK HR FACTOR 0.836 0.879 0.375 0.660 0.963
APP/DEPART 859 / 1,028 868 / 848 9 / 199 343 / 4 0 Santiago Blvd

NORTH LEG
Serrano Ave WEST LEG EAST LEG Serrano Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 1 1 4 6 0 0 0 0 0 0 1 1 4 6 0 0 0 0 0 7:30 AM 5 2 2 5 14 0 0 2 1 3 0 0 0 0 0 5 2 0 4 11 7:45 AM 52 10 4 15 81 11 1 2 5 19 0 1 1 1 3 41 8 1 9 59 8:00 AM 20 10 6 5 41 8 2 1 3 14 0 0 0 0 0 12 8 5 2 27 8:15 AM 0 1 1 8 10 0 1 1 0 2 0 0 0 7 7 0 0 0 1 1 TOTAL 77 24 14 37 152 19 4 6 9 38 0 2 2 12 16 58 18 6 16 98 1:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2:00 PM 2 1 1 0 4 2 1 0 0 3 0 0 1 0 1 0 0 0 0 0 2:15 PM 38 10 10 12 70 13 5 1 7 26 0 0 0 1 1 25 5 9 4 43 2:30 PM 6 5 7 1 19 1 2 2 1 6 0 0 0 0 0 5 3 5 0 13 2:45 PM 2 0 1 2 5 1 0 0 0 1 1 0 0 1 2 0 0 1 1 2 3:00 PM 10 25 6 19 60 2 0 0 1 3 0 0 2 0 2 8 25 4 18 55 3:15 PM 1 9 5 5 20 0 0 0 0 0 0 0 3 0 3 1 9 2 5 17 3:30 PM 4 3 3 5 15 1 0 1 0 2 1 3 2 4 10 2 0 0 1 3 3:45 PM 0 2 0 4 6 0 0 0 0 0 0 0 0 0 0 0 2 0 4 6 4:00 PM 1 4 0 6 11 1 1 0 2 4 0 0 0 1 1 0 3 0 3 6 TOTAL 64 59 33 55 211 21 9 4 11 45 2 3 8 8 21 41 47 21 36 145

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Santiago Blvd
Serrano Ave

U-TURNS
Santiago Blvd Santiago Blvd Serrano Ave Serrano Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Prospect Elementary School
Control Type: Uncontrolled
Major Street: Spring Street Critical Approach Speed: 35 mph Minor Street: Seranado Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Spring Street and Seranado Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 147 School Pedestrians from 7:30
AM to 8:30 AM
86 School Pedestrians from 2:45
PM to 3:45 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled (AWS)
crossing ~400' away No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 840 VPH Uncontrolled (E) from
7:30 AM to 8:30 AM
840 VPH Uncontrolled (E) from
2:45 PM to 3:45 PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalks only on north leg and east leg of intersection • Two lanes in each direction on Spring Street, with one additional eastbound left-turn lane • One unstriped lane in each direction on Seranado Street • 350 feet east to the nearest controlled (all-way stop) intersection at Spring Street / Esplanade Street • On-street parking allowed in both-directions on Spring Street and Seranado Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Spring Street at Seranado Street

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 39
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 7 0 6 0 25 0 0 33 2 73 0 0 0 0 0 7:15 AM 0 0 0 8 0 4 0 40 0 0 40 2 94 0 0 0 0 0 7:30 AM 0 0 0 7 0 11 4 58 0 0 70 2 152 0 0 1 0 1 7:45 AM 0 0 0 15 0 9 2 68 0 0 94 6 194 0 0 0 0 0 8:00 AM 0 0 0 4 0 17 10 90 0 0 156 10 287 0 0 0 0 0 8:15 AM 0 0 0 3 0 17 18 116 0 0 151 19 324 0 0 0 0 0 VOLUMES 0 0 0 44 0 64 34 397 0 0 544 41 1,125 0 0 1 0 1 APPROACH % 0% 0% 0% 41% 0% 59% 8% 92% 0% 0% 93% 7%
APP/DEPART 0 / 75 108 / 0 432 / 441 585 / 609 0

BEGIN PEAK HR
VOLUMES 0 0 0 29 0 54 34 332 0 0 471 37 958 0 0 1 0 APPROACH % 0% 0% 0% 35% 0% 65% 9% 90% 0% 0% 93% 7%
PEAK HR FACTOR 0.000 0.865 0.685 0.747 0.739
APP/DEPART 0 / 71 83 / 0 367 / 361 508 / 526 0 01:30 PM 0 0 0 9 0 3 4 53 0 0 60 3 132 0 0 0 0 0 1:45 PM 0 0 0 4 0 5 1 44 0 0 67 4 125 0 0 0 0 0 2:00 PM 0 0 0 4 0 5 1 47 0 0 54 4 115 0 0 0 0 0 2:15 PM 0 0 0 4 0 5 3 44 0 0 61 2 119 0 0 1 0 1 2:30 PM 0 0 0 5 0 5 5 45 0 0 74 4 138 0 0 0 0 0 2:45 PM 0 0 0 5 0 1 1 54 0 0 83 8 152 0 0 0 0 0 3:00 PM 0 0 0 6 0 2 12 52 0 0 142 14 228 0 0 0 0 0 3:15 PM 0 0 0 6 0 7 7 70 0 0 101 16 207 0 0 0 0 0 3:30 PM 0 0 0 4 0 10 15 105 0 0 110 9 253 0 0 0 0 0 3:45 PM 0 0 0 4 0 4 2 68 0 0 69 4 151 0 0 1 0 1 VOLUMES 0 0 0 51 0 47 51 582 0 0 821 68 1,622 0 0 2 0 2 APPROACH % 0% 0% 0% 52% 0% 48% 8% 92% 0% 0% 92% 8%
APP/DEPART 0 / 119 98 / 0 635 / 633 889 / 870 0

BEGIN PEAK HR
VOLUMES 0 0 0 20 0 23 36 295 0 0 422 43 840 0 0 1 0 APPROACH % 0% 0% 0% 47% 0% 53% 11% 89% 0% 0% 91% 9%
PEAK HR FACTOR 0.000 0.768 0.692 0.745 0.830
APP/DEPART 0 / 79 43 / 0 332 / 315 465 / 446 0 N Seranado St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
N Seranado St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 7:15 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 7:30 AM 2 0 2 0 4 2 0 1 0 3 0 0 0 0 0 0 0 1 0 1 7:45 AM 8 0 7 0 15 3 0 0 0 3 0 0 0 0 0 5 0 7 0 12 8:00 AM 15 0 40 2 57 2 0 0 0 2 0 0 0 0 0 13 0 40 2 55 8:15 AM 24 0 101 2 127 0 0 0 0 0 0 0 2 0 2 24 0 99 2 125 TOTAL 50 0 153 4 207 7 0 1 0 8 0 0 2 0 2 43 0 150 4 197 1:30 PM 6 1 3 0 10 3 0 0 0 3 0 1 0 0 1 3 0 3 0 6 1:45 PM 1 0 8 1 10 0 0 0 0 0 0 0 0 0 0 1 0 8 1 10 2:00 PM 1 0 3 0 4 0 0 2 0 2 0 0 0 0 0 1 0 1 0 2 2:15 PM 2 1 2 0 5 0 0 1 0 1 1 1 0 0 2 1 0 1 0 2 2:30 PM 2 1 1 0 4 2 0 1 0 3 0 1 0 0 1 0 0 0 0 0 2:45 PM 3 1 5 0 9 0 0 1 0 1 0 1 1 0 2 3 0 3 0 6 3:00 PM 1 2 3 0 6 1 0 0 0 1 0 2 0 0 2 0 0 3 0 3 3:15 PM 8 0 45 32 85 2 0 2 0 4 0 0 0 0 0 6 0 43 32 81 3:30 PM 19 2 41 7 69 0 0 2 0 2 4 2 2 0 8 15 0 37 7 59 3:45 PM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 TOTAL 43 11 111 40 205 8 0 9 0 17 5 11 3 0 19 30 0 99 40 169

U-TURNS
N Seranado St N Seranado St E Spring St E Spring St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Seranado St
E Spring St

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Prospect Elementary School
Control Type: Uncontrolled
Major Street: Spring Street Critical Approach Speed: 35 mph Minor Street: Virage Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Spring Street and Virage Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 18 School Pedestrians (E) from 7:30
AM to 8:30 AM
29 School Pedestrians (E) from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearing controlled crossing ~400'
away No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
N/A No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no south leg)
• 2 lanes in each direction and one additional eastbound left-turn lane on Spring Street • 1 lane in each direction on Virage Street
• Crosswalks on north and east leg of intersection
• Parking prohibited on Virage Street from 10 PM to 6AM; permitted at all other times • Parking prohibited at all times on Spring Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Spring Street at Virage Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 40
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 2 0 15 8 24 0 0 42 2 93 0 0 0 0 0 7:15 AM 0 0 0 3 0 12 8 58 0 0 56 1 138 0 0 0 0 0 7:30 AM 0 0 0 5 0 13 11 70 0 0 81 6 186 0 0 0 0 0 7:45 AM 0 0 0 7 0 17 24 93 0 0 106 19 266 0 0 0 0 0 8:00 AM 0 0 0 11 0 47 58 136 0 0 135 34 421 0 0 0 0 0 8:15 AM 0 0 0 7 0 24 12 142 0 0 207 15 407 0 0 0 0 0 VOLUMES 0 0 0 35 0 128 121 523 0 0 627 77 1,511 0 0 0 0 0 APPROACH % 0% 0% 0% 21% 0% 79% 19% 81% 0% 0% 89% 11%
APP/DEPART 0 / 198 163 / 0 644 / 558 704 / 755 0

BEGIN PEAK HR
VOLUMES 0 0 0 30 0 101 105 441 0 0 529 74 1,280 0 0 0 0 APPROACH % 0% 0% 0% 23% 0% 77% 19% 81% 0% 0% 88% 12%
PEAK HR FACTOR 0.000 0.565 0.704 0.679 0.760
APP/DEPART 0 / 179 131 / 0 546 / 471 603 / 630 0 01:30 PM 0 0 0 2 0 7 9 57 0 0 81 1 157 0 0 0 0 0 1:45 PM 0 0 0 1 0 4 12 50 0 0 100 5 172 0 0 1 0 1 2:00 PM 0 0 0 3 0 10 22 60 0 0 65 12 172 0 0 0 0 0 2:15 PM 0 0 0 11 0 19 28 49 0 0 64 12 183 0 0 0 0 0 2:30 PM 0 0 0 8 0 32 23 38 0 0 85 15 201 0 0 0 0 0 2:45 PM 0 0 0 7 0 18 6 61 0 0 83 2 177 0 0 0 0 0 3:00 PM 0 0 0 0 0 8 5 86 0 0 123 3 225 0 0 0 0 0 3:15 PM 0 0 0 2 0 11 10 95 0 0 89 1 208 0 0 0 0 0 3:30 PM 0 0 0 0 0 9 9 88 0 0 206 5 317 0 0 0 0 0 3:45 PM 0 0 0 4 0 9 13 82 0 0 89 4 201 0 0 0 0 0 VOLUMES 0 0 0 38 0 127 137 666 0 0 985 60 2,014 0 0 1 0 1 APPROACH % 0% 0% 0% 23% 0% 77% 17% 83% 0% 0% 94% 6%
APP/DEPART 0 / 197 165 / 0 804 / 704 1,045 / 1,113 0

BEGIN PEAK HR
VOLUMES 0 0 0 6 0 37 37 351 0 0 507 13 951 0 0 0 0 APPROACH % 0% 0% 0% 14% 0% 86% 10% 90% 0% 0% 98% 3%
PEAK HR FACTOR 0.000 0.827 0.924 0.616 0.750
APP/DEPART 0 / 50 43 / 0 388 / 357 520 / 544 0 N Virage St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
N Virage St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 7 0 11 3 0 6 0 9 0 1 0 0 1 0 0 1 0 1 7:45 AM 2 0 4 0 6 2 0 3 0 5 0 0 0 0 0 0 0 1 0 1 8:00 AM 5 0 32 0 37 4 0 19 0 23 1 0 0 0 1 0 0 13 0 13 8:15 AM 2 1 8 0 11 1 0 5 0 6 0 1 0 0 1 1 0 3 0 4 TOTAL 14 2 51 0 67 12 0 33 0 45 1 2 0 0 3 1 0 18 0 19 1:30 PM 1 1 2 1 5 0 0 0 1 1 0 1 1 0 2 1 0 1 0 2 1:45 PM 1 1 1 0 3 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 2:00 PM 6 0 0 0 6 1 0 0 0 1 1 0 0 0 1 4 0 0 0 4 2:15 PM 0 1 18 0 19 0 0 12 0 12 0 1 0 0 1 0 0 6 0 6 2:30 PM 1 0 28 0 29 0 0 8 0 8 0 0 0 0 0 1 0 20 0 21 2:45 PM 1 0 5 0 6 1 0 2 0 3 0 0 0 0 0 0 0 3 0 3 3:00 PM 2 0 1 0 3 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 3:15 PM 4 0 4 0 8 1 0 1 0 2 0 0 0 0 0 3 0 3 0 6 3:30 PM 4 1 7 0 12 3 0 5 0 8 1 1 1 0 3 0 0 1 0 1 3:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 TOTAL 20 6 66 1 93 9 0 29 1 39 2 6 2 0 10 9 0 35 0 44

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Virage St
E Spring St

U-TURNS
N Virage St N Virage St E Spring St E Spring St
1 SCHOOL CROSSING GUARD LOCATIONS
TIER 3
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: California Street Critical Approach Speed: 25 mph Minor Street: Quincy Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and California Street and Quincy Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 180 School Pedestrians from 7:15-
8:15 AM;
160 School Pedestrians from 1:30-
2:30 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Stop-Controlled 450 feet north at
California / Adams No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection
• Stop-control on east leg of intersection
• Crosswalk on the north and east leg of the intersection • On-street parking permitted in northbound direction on California Street and on both directions on Quincy Avenue • One unstriped lane in each direction on Quincy Avenue and California Street

05.2 No

05.3 No
No
03 Undivided and unstriped, 1lane;
342 VPH (Intersection TMC)
from 7:15 AM to 8:15 AM;
305 VPH (North Leg) from 7:15
AM to 8:15 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
California Street at Quincy Avenue

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 1 0 0 1 X X X X 0 X 0 0 0 0 0
7:00 AM 0 8 0 1 6 0 0 0 0 2 0 4 21 0 0 0 0 0 7:15 AM 0 11 2 1 13 0 0 0 0 5 0 2 34 0 0 0 0 0 7:30 AM 0 25 3 6 44 0 0 0 0 8 0 7 93 0 0 0 0 0 7:45 AM 0 39 12 2 58 0 0 0 0 7 0 5 123 0 0 0 0 0 8:00 AM 0 18 7 5 42 0 0 0 0 11 0 9 92 0 0 0 0 0 8:15 AM 0 4 6 0 5 0 0 0 0 0 0 1 16 0 0 0 0 0 VOLUMES 0 105 30 15 168 0 0 0 0 33 0 28 379 0 0 0 0 0 APPROACH % 0% 78% 22% 8% 92% 0% 0% 0% 0% 54% 0% 46%
APP/DEPART 135 / 133 183 / 201 0 / 45 61 / 0 0

BEGIN PEAK HR
VOLUMES 0 93 24 14 157 0 0 0 0 31 0 23 342 0 0 0 0 APPROACH % 0% 79% 21% 8% 92% 0% 0% 0% 0% 57% 0% 43%
PEAK HR FACTOR 0.574 0.713 0.000 0.675 0.695
APP/DEPART 117 / 116 171 / 188 0 / 38 54 / 0 0 01:30 PM 0 7 6 5 5 0 0 0 0 3 0 2 28 0 0 0 1 1 1:45 PM 0 7 3 2 9 0 0 0 0 3 0 4 28 0 2 0 0 2 2:00 PM 0 6 4 5 18 0 0 0 0 5 0 5 43 0 0 0 0 0 2:15 PM 0 14 6 4 25 0 0 0 0 9 0 7 65 0 0 0 0 0 2:30 PM 0 9 2 0 10 0 0 0 0 1 0 1 23 0 0 0 0 0 2:45 PM 0 5 2 2 9 0 0 0 0 4 0 1 23 0 0 0 0 0 3:00 PM 0 9 2 1 3 0 0 0 0 0 0 1 16 0 0 0 0 0 3:15 PM 0 12 0 4 4 0 0 0 0 0 0 4 24 1 2 0 0 3 3:30 PM 0 14 5 8 27 0 0 0 0 2 0 5 61 0 0 0 0 0 3:45 PM 0 6 1 1 10 0 0 0 0 1 0 1 20 1 0 0 0 1 VOLUMES 0 89 31 32 120 0 0 0 0 28 0 31 338 2 4 0 1 7 APPROACH % 0% 73% 25% 21% 77% 0% 0% 0% 0% 47% 0% 52%
APP/DEPART 122 / 124 156 / 150 0 / 64 60 / 0 0

BEGIN PEAK HR
VOLUMES 0 34 19 16 57 0 0 0 0 20 0 18 167 0 2 0 1 APPROACH % 0% 64% 36% 21% 76% 0% 0% 0% 0% 51% 0% 46%
PEAK HR FACTOR 0.663 0.647 0.000 0.609 0.642
APP/DEPART 53 / 54 75 / 77 0 / 36 39 / 0 0 N California St

NORTH LEG
E Quincy Ave WEST LEG EAST LEG E Quincy Ave

SOUTH LEG
N California St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 7:15 AM 4 0 1 0 5 2 0 0 0 2 0 0 0 0 0 2 0 1 0 3 7:30 AM 38 0 18 0 56 11 0 6 0 17 0 0 0 0 0 27 0 12 0 39 7:45 AM 170 0 78 0 248 91 0 40 0 131 0 0 0 0 0 79 0 38 0 117 8:00 AM 48 0 25 0 73 33 0 19 0 52 0 0 0 0 0 15 0 6 0 21 8:15 AM 5 0 3 0 8 5 0 3 0 8 0 0 0 0 0 0 0 0 0 0 TOTAL 267 0 125 0 392 144 0 68 0 212 0 0 0 0 0 123 0 57 0 180 1:30 PM 21 2 0 0 23 19 2 0 0 21 0 0 0 0 0 2 0 0 0 2 1:45 PM 52 0 7 0 59 32 0 4 0 36 0 0 0 0 0 20 0 3 0 23 2:00 PM 70 0 22 0 92 40 0 14 0 54 0 0 0 0 0 30 0 8 0 38 2:15 PM 119 0 60 0 179 56 0 26 0 82 0 0 0 0 0 63 0 34 0 97 2:30 PM 2 0 5 0 7 2 0 5 0 7 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 7 1 3 0 11 6 1 2 0 9 0 0 0 0 0 1 0 1 0 2 3:30 PM 13 0 8 0 21 6 0 4 0 10 0 0 0 0 0 7 0 4 0 11 3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 TOTAL 284 3 108 0 395 161 3 57 0 221 0 0 1 0 1 123 0 50 0 173

U-TURNS
N California St N California St E Quincy Ave E Quincy Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N California St
E Quincy Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
1:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Cambridge Elementary School
Control Type: All Way Stop
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Sycamore Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Sycamore Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 35 School Pedestrians from 7:30
AM - 8:30 AM
38 School Pedestrians from 2:15
PM - 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalk on all four legs of the intersections
• One unstriped lane in each direction on Sycamore Avenue; on-street parking permitted in both directions • One striped lane in each direction on Cambridge Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 *Neither road has 4 or more
lanes No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Sycamore Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 10
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 16 0 0 27 0 1 0 2 1 0 3 50 0 0 0 0 0 7:15 AM 1 31 3 2 39 1 4 0 3 0 1 1 86 0 0 0 0 0 7:30 AM 4 44 2 3 35 0 11 5 2 3 2 16 127 0 0 0 0 0 7:45 AM 6 48 5 6 45 8 7 2 5 4 4 18 158 0 0 0 0 0 8:00 AM 4 34 0 4 66 2 3 1 5 2 3 5 129 0 0 0 0 0 8:15 AM 3 41 1 1 59 3 0 2 1 2 1 1 115 0 0 0 0 0 VOLUMES 18 214 11 16 271 14 26 10 18 12 11 44 665 0 0 0 0 0 APPROACH % 7% 88% 5% 5% 90% 5% 48% 19% 33% 18% 16% 66%
APP/DEPART 243 / 284 301 / 301 54 / 37 67 / 43 0

BEGIN PEAK HR
VOLUMES 17 167 8 14 205 13 21 10 13 11 10 40 529 0 0 0 0 APPROACH % 9% 87% 4% 6% 88% 6% 48% 23% 30% 18% 16% 66%
PEAK HR FACTOR 0.814 0.806 0.611 0.587 0.837
APP/DEPART 192 / 228 232 / 229 44 / 32 61 / 40 0 01:30 PM 0 35 3 5 44 6 2 1 1 0 0 3 100 0 1 0 0 1 1:45 PM 3 48 1 6 41 3 4 5 3 0 2 1 117 0 0 0 0 0 2:00 PM 7 38 3 3 37 4 3 6 0 1 3 10 115 0 0 0 0 0 2:15 PM 8 65 4 7 46 11 8 4 2 5 6 10 176 0 0 0 0 0 2:30 PM 3 42 2 2 52 0 3 4 3 2 2 1 116 0 0 0 0 0 2:45 PM 2 50 2 3 85 2 3 2 3 3 1 5 161 0 1 0 0 1 3:00 PM 2 63 1 0 46 2 2 0 2 1 0 2 121 0 0 0 0 0 3:15 PM 3 87 2 1 45 2 4 0 3 0 1 1 149 0 0 0 0 0 3:30 PM 4 76 0 2 32 3 7 4 9 1 2 5 145 0 0 0 0 0 3:45 PM 1 96 1 2 57 2 4 2 2 1 1 2 171 0 0 0 0 0 VOLUMES 33 600 19 31 485 35 40 28 28 14 18 40 1,373 0 2 0 0 2 APPROACH % 5% 92% 3% 6% 88% 6% 42% 29% 29% 19% 25% 56%
APP/DEPART 652 / 682 553 / 527 96 / 78 72 / 86 0

BEGIN PEAK HR
VOLUMES 10 322 4 5 180 9 17 6 16 3 4 10 586 0 0 0 0 APPROACH % 3% 96% 1% 3% 93% 5% 44% 15% 41% 18% 24% 59%
PEAK HR FACTOR 0.857 0.795 0.488 0.531 0.857
APP/DEPART 336 / 349 194 / 199 39 / 15 17 / 23 0 N Cambridge St

NORTH LEG
E Sycamore Ave WEST LEG EAST LEG E Sycamore Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 2 2 5 0 1 2 2 5 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 3 0 3 6 0 2 0 2 4 0 0 0 0 0 0 1 0 1 2 7:30 AM 11 0 8 3 22 7 0 4 2 13 0 0 0 1 1 4 0 4 0 8 7:45 AM 28 1 15 6 50 16 1 7 2 26 1 0 2 1 4 11 0 6 3 20 8:00 AM 9 1 6 6 22 7 1 4 5 17 0 0 0 0 0 2 0 2 1 5 8:15 AM 1 2 1 2 6 1 1 1 0 3 0 0 0 1 1 0 1 0 1 2 TOTAL 49 8 32 22 111 31 6 18 13 68 1 0 2 3 6 17 2 12 6 37 1:30 PM 1 0 2 5 8 1 0 2 4 7 0 0 0 1 1 0 0 0 0 0 1:45 PM 4 1 0 4 9 4 0 0 3 7 0 1 0 1 2 0 0 0 0 0 2:00 PM 9 0 3 1 13 7 0 2 1 10 0 0 1 0 1 2 0 0 0 2 2:15 PM 27 4 20 7 58 13 3 10 4 30 0 0 0 2 2 14 1 10 1 26 2:30 PM 9 2 0 1 12 3 1 0 0 4 0 0 0 0 0 6 1 0 1 8 2:45 PM 1 1 6 0 8 0 1 2 0 3 0 0 4 0 4 1 0 0 0 1 3:00 PM 1 1 1 8 11 0 1 0 4 5 1 0 1 1 3 0 0 0 3 3 3:15 PM 1 1 3 0 5 0 0 0 0 0 0 1 3 0 4 1 0 0 0 1 3:30 PM 3 1 5 4 13 3 1 3 1 8 0 0 1 2 3 0 0 1 1 2 3:45 PM 1 0 3 8 12 0 0 0 6 6 1 0 3 2 6 0 0 0 0 0 TOTAL 57 11 43 38 149 31 7 19 23 80 2 2 13 9 26 24 2 11 6 43

U-TURNS
N Cambridge St N Cambridge St E Sycamore Ave E Sycamore Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Sycamore Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Cambridge Elementary School
Control Type: Stop-Controlled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Walnut Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Walnut Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (N) from
7:30 AM - 8:30 AM;
25/21 School Pedestrians
(N/S)from 3:00 PM - 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Walnut Avenue and Cambridge Street • Crosswalk on all four legs of the intersection
• On-street parking is permitted in all directions

05.2 No

05.3 No
No
03 *Neither road has 4 or more
lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 3 10 2 3 28 0 0 12 2 4 21 8 93 0 0 0 0 0 7:15 AM 7 20 6 2 35 4 1 23 10 11 22 4 145 0 0 0 0 0 7:30 AM 13 45 28 13 47 14 4 20 22 20 21 4 251 0 0 0 0 0 7:45 AM 22 62 29 6 45 22 5 22 12 15 36 12 288 0 0 0 0 0 8:00 AM 7 42 9 7 58 20 7 30 10 9 55 8 262 0 0 0 0 0 8:15 AM 7 31 9 9 46 18 10 47 6 11 69 4 267 0 0 0 0 0 VOLUMES 59 210 83 40 259 78 27 154 62 70 224 40 1,306 0 0 0 0 0 APPROACH % 17% 60% 24% 11% 69% 21% 11% 63% 26% 21% 67% 12% APP/DEPART 352 / 277 377 / 391 243 / 277 334 / 361 0

BEGIN PEAK HR
VOLUMES 49 180 75 35 196 74 26 119 50 55 181 28 1,068 0 0 0 0 APPROACH % 16% 59% 25% 11% 64% 24% 13% 61% 26% 21% 69% 11% PEAK HR FACTOR 0.673 0.897 0.774 0.786 0.927
APP/DEPART 304 / 234 305 / 301 195 / 229 264 / 304 0 01:30 PM 2 35 3 6 47 10 6 39 7 5 30 5 195 0 0 0 0 0 1:45 PM 3 31 14 3 39 9 4 32 13 9 30 11 198 0 0 0 0 0 2:00 PM 7 29 9 10 31 14 8 38 6 14 49 5 220 0 0 0 0 0 2:15 PM 15 71 26 6 33 18 18 60 8 6 41 13 315 0 0 0 0 0 2:30 PM 5 38 10 2 42 12 13 49 6 5 37 9 228 0 0 0 0 0 2:45 PM 2 41 15 10 71 11 11 58 9 10 44 11 293 0 0 0 0 0 3:00 PM 6 58 14 5 36 7 12 47 7 9 40 5 246 0 0 0 0 0 3:15 PM 9 70 14 5 34 17 5 50 4 10 52 12 282 0 0 0 0 0 3:30 PM 11 61 22 8 29 12 14 60 4 8 47 16 292 0 0 0 0 0 3:45 PM 10 83 14 8 46 19 11 64 10 12 57 14 348 0 0 0 0 0 VOLUMES 70 517 141 63 408 129 102 497 74 88 427 101 2,617 0 0 0 0 0 APPROACH % 10% 71% 19% 11% 68% 22% 15% 74% 11% 14% 69% 16% APP/DEPART 728 / 720 600 / 570 673 / 701 616 / 626 0

BEGIN PEAK HR
VOLUMES 36 272 64 26 145 55 42 221 25 39 196 47 1,168 0 0 0 0 APPROACH % 10% 73% 17% 12% 64% 24% 15% 77% 9% 14% 70% 17% PEAK HR FACTOR 0.869 0.774 0.847 0.849 0.839
APP/DEPART 372 / 361 226 / 209 288 / 311 282 / 287 0 N Cambridge St

NORTH LEG
E Walnut Ave WEST LEG EAST LEG E Walnut Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 2 2 1 7 1 1 2 1 5 1 0 0 0 1 0 1 0 0 1 7:15 AM 1 2 0 5 8 1 2 0 4 7 0 0 0 1 1 0 0 0 0 0 7:30 AM 6 5 1 2 14 1 2 0 1 4 0 1 1 0 2 5 2 0 1 8 7:45 AM 2 4 6 3 15 2 2 3 0 7 0 0 2 3 5 0 2 1 0 3 8:00 AM 4 1 0 2 7 2 0 0 1 3 0 0 0 1 1 2 1 0 0 3 8:15 AM 13 4 2 1 20 2 2 2 1 7 1 1 0 0 2 10 1 0 0 11 TOTAL 28 18 11 14 71 9 9 7 8 33 2 2 3 5 12 17 7 1 1 26 1:30 PM 2 4 1 2 9 1 2 0 1 4 1 2 0 1 4 0 0 1 0 1 1:45 PM 6 2 2 2 12 4 0 1 2 7 0 0 0 0 0 2 2 1 0 5 2:00 PM 8 11 4 1 24 5 6 2 1 14 1 0 1 0 2 2 5 1 0 8 2:15 PM 4 17 7 8 36 1 7 2 7 17 3 1 1 1 6 0 9 4 0 13 2:30 PM 17 7 1 0 25 7 0 0 0 7 0 3 1 0 4 10 4 0 0 14 2:45 PM 14 2 7 0 23 0 0 0 0 0 1 0 3 0 4 13 2 4 0 19 3:00 PM 4 0 0 3 7 2 0 0 0 2 1 0 0 2 3 1 0 0 1 2 3:15 PM 3 0 7 1 11 3 0 4 1 8 0 0 2 0 2 0 0 1 0 1 3:30 PM 32 5 2 8 47 4 0 0 2 6 2 1 1 3 7 26 4 1 3 34 3:45 PM 12 2 4 9 27 3 1 0 3 7 4 1 4 2 11 5 0 0 4 9 TOTAL 102 50 35 34 221 30 16 9 17 72 13 8 13 9 43 59 26 13 8 106

U-TURNS
N Cambridge St N Cambridge St E Walnut Ave E Walnut Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Walnut Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: McPherson Magnet School
Control Type: Stop Controlled
Major Street: Prospect Street Critical Approach Speed: 25 mph Minor Street: Palmyra Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Prospect Street and Palmyra Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:30
AM to 8:30 AM
19 School Pedestrians from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 2 lanes in each direction on Prospect Street
• 1 unstriped lane in each direction on Palmyra Avenue
• Crosswalk on all four legs of intersection
• On-street parking permitted in both directions on east leg of intersection (Palmyra Avenue) • Red curb preventing parking in direction of oncoming traffic at the intersection on the north, west, and south legs of intersection

05.2 No

05.3 No
Yes
03 1,107 VPH (South Leg) from 7:30
to 8:30 AM Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 31
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 25 4 3 61 2 3 8 2 21 10 9 148 0 1 0 0 1 7:15 AM 1 31 2 4 110 3 3 6 8 26 6 16 216 0 0 0 0 0 7:30 AM 10 49 8 11 123 5 9 18 31 42 17 21 344 0 0 0 0 0 7:45 AM 27 79 20 12 148 7 7 29 43 41 30 28 471 0 0 0 0 0 8:00 AM 14 99 12 4 127 5 17 7 9 21 31 21 367 0 0 0 0 0 8:15 AM 0 75 6 6 109 12 16 6 1 13 24 17 285 0 1 0 0 1 VOLUMES 52 358 52 40 678 34 55 74 94 164 118 112 1,833 0 2 0 0 2 APPROACH % 11% 77% 11% 5% 90% 5% 25% 33% 42% 42% 30% 28% APP/DEPART 462 / 527 754 / 936 223 / 166 394 / 204 0

BEGIN PEAK HR
VOLUMES 51 302 46 33 507 29 49 60 84 117 102 87 1,468 0 1 0 0 APPROACH % 13% 76% 12% 6% 89% 5% 25% 31% 44% 38% 33% 28% PEAK HR FACTOR 0.792 0.853 0.611 0.773 0.779
APP/DEPART 399 / 439 570 / 708 193 / 139 306 / 182 0 01:30 PM 1 54 7 3 70 8 4 13 9 26 37 21 253 0 0 0 0 0 1:45 PM 1 55 3 12 94 7 8 16 28 36 51 28 339 0 1 0 0 1 2:00 PM 29 85 23 8 84 15 6 11 14 35 35 29 374 1 0 0 0 1 2:15 PM 1 62 12 6 70 13 14 21 8 28 40 21 296 0 0 0 0 0 2:30 PM 6 80 6 8 66 16 21 26 5 31 33 22 320 0 0 0 0 0 2:45 PM 4 81 9 8 76 8 21 35 13 40 35 30 360 0 0 0 0 0 3:00 PM 11 94 12 6 82 11 23 38 10 37 36 25 385 1 0 0 0 1 3:15 PM 4 101 5 3 67 11 28 39 8 22 22 25 335 0 0 0 0 0 3:30 PM 5 97 7 5 108 18 38 52 8 13 12 16 379 0 1 0 0 1 3:45 PM 2 100 6 5 90 12 24 37 7 14 7 18 322 0 1 0 0 1 VOLUMES 64 809 90 64 807 119 187 288 110 282 308 235 3,368 2 3 0 0 5 APPROACH % 7% 84% 9% 6% 81% 12% 32% 49% 19% 34% 37% 28% APP/DEPART 965 / 1,234 993 / 1,201 585 / 442 825 / 491 0

BEGIN PEAK HR
VOLUMES 24 373 33 22 333 48 110 164 39 112 105 96 1,461 1 1 0 0 APPROACH % 6% 87% 8% 5% 82% 12% 35% 52% 12% 36% 34% 31% PEAK HR FACTOR 0.913 0.765 0.798 0.745 0.946
APP/DEPART 431 / 580 404 / 485 313 / 219 313 / 177 0 Prospect St

NORTH LEG
Palmyra Ave WEST LEG EAST LEG Palmyra Ave

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 1 3 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 6 6 6 18 0 1 2 2 5 0 0 2 3 5 0 5 2 1 8 8:00 AM 1 3 1 0 5 1 1 0 0 2 0 0 0 0 0 0 2 1 0 3 8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 TOTAL 4 10 9 8 31 4 3 4 3 14 0 0 2 4 6 0 7 3 1 11 1:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1:45 PM 2 2 5 0 9 2 2 5 0 9 0 0 0 0 0 0 0 0 0 0 2:00 PM 1 9 6 4 20 0 2 3 1 6 0 0 0 0 0 1 7 3 3 14 2:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2:45 PM 0 16 1 1 18 0 3 1 1 5 0 1 0 0 1 0 12 0 0 12 3:00 PM 0 6 5 1 12 0 1 1 0 2 0 0 1 1 2 0 5 3 0 8 3:15 PM 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 3:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 3:45 PM 2 3 5 2 12 0 0 0 0 0 2 2 1 2 7 0 1 4 0 5 TOTAL 7 39 23 10 79 2 9 10 2 23 2 5 3 5 15 3 25 10 3 41

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Prospect St
Palmyra Ave
Queue SB AM

U-TURNS
Prospect St Prospect St Palmyra Ave Palmyra Ave
1 SCHOOL CROSSING GUARD LOCATIONS
TIER 4
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type: Stop-Controlled
Major Street: Almond Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 30 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Almond Avenue and Batavia Street are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians (E) from
7:00 - 8:00 AM;
3 School Pedestrians (E) from
1:30 PM - 2:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
1051 turning movements during
AM peak hour, 1051 during PM
peak hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• On-street parking permitted on both sides of Batavia Street • On-street parking permitted on both sides of Almond Avenue • One lane in all directions of the intersection
• Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Neither road has four or more
lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 4 34 1 2 57 3 2 10 5 6 5 8 137 0 0 0 0 0 7:15 AM 11 40 3 2 84 2 3 25 6 8 12 9 205 1 0 0 0 1 7:30 AM 15 36 1 7 86 3 2 24 9 7 12 6 208 0 0 0 0 0 7:45 AM 17 56 1 2 94 3 16 44 24 7 45 10 319 0 0 0 0 0 8:00 AM 11 68 4 6 87 8 9 32 13 11 23 10 282 0 0 0 0 0 8:15 AM 7 64 4 1 108 1 5 13 6 3 25 5 242 0 0 0 0 0 VOLUMES 65 298 14 20 516 20 37 148 63 42 122 48 1,394 1 0 0 0 1 APPROACH % 17% 79% 4% 4% 93% 4% 15% 60% 25% 20% 58% 23% APP/DEPART 378 / 383 556 / 622 248 / 182 212 / 207 0

BEGIN PEAK HR
VOLUMES 50 224 10 16 375 15 32 113 52 28 105 31 1,051 0 0 0 0 APPROACH % 18% 79% 4% 4% 92% 4% 16% 57% 26% 17% 64% 19% PEAK HR FACTOR 0.855 0.923 0.586 0.661 0.824
APP/DEPART 284 / 287 406 / 455 197 / 139 164 / 170 0 01:15 PM 7 55 2 9 71 3 5 21 6 13 18 9 219 0 0 0 0 0 1:30 PM 14 70 3 4 68 4 25 23 9 8 14 10 252 0 0 0 0 0 1:45 PM 16 64 5 6 77 3 7 19 7 6 15 3 228 0 0 0 0 0 2:00 PM 9 58 3 6 65 3 3 17 7 12 18 10 211 0 0 0 0 0 2:15 PM 11 60 1 7 66 5 5 16 16 6 22 12 227 0 0 0 0 0 2:30 PM 11 71 6 2 109 0 4 26 6 5 15 7 262 0 0 0 0 0 2:45 PM 7 58 6 3 96 2 2 28 8 10 20 5 245 0 0 0 0 0 3:00 PM 10 79 1 3 95 0 5 24 5 10 17 11 260 0 0 0 0 0 3:15 PM 12 84 1 1 75 1 4 22 8 6 27 8 249 0 0 0 0 0 3:30 PM 7 72 6 4 115 4 9 22 8 5 35 10 297 0 0 0 0 0 VOLUMES 104 671 34 45 837 25 69 218 80 81 201 85 2,450 0 0 0 0 0 APPROACH % 13% 83% 4% 5% 92% 3% 19% 59% 22% 22% 55% 23% APP/DEPART 809 / 825 907 / 998 367 / 297 367 / 330 0

BEGIN PEAK HR
VOLUMES 36 293 14 11 381 7 20 96 29 31 99 34 1,051 0 0 0 0 APPROACH % 10% 85% 4% 3% 95% 2% 14% 66% 20% 19% 60% 21% PEAK HR FACTOR 0.884 0.811 0.929 0.820 0.885
APP/DEPART 343 / 347 399 / 441 145 / 121 164 / 142 0 S Batavia St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
S Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 5 0 0 7 1 1 0 0 2 1 0 0 0 1 0 4 0 0 4 7:15 AM 2 2 2 1 7 1 1 0 0 2 1 0 1 1 3 0 1 1 0 2 7:30 AM 2 3 2 0 7 1 2 0 0 3 1 1 2 0 4 0 0 0 0 0 7:45 AM 2 7 5 1 15 1 6 2 1 10 1 0 3 0 4 0 1 0 0 1 8:00 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 1 1 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 TOTAL 8 19 11 2 40 4 12 3 1 20 4 1 7 1 13 0 6 1 0 7 1:15 PM 0 2 1 0 3 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 1:30 PM 0 6 1 5 12 0 3 1 1 5 0 1 0 1 2 0 2 0 3 5 1:45 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 3 1 0 0 4 2 0 0 0 2 1 0 0 0 1 0 1 0 0 1 2:30 PM 3 1 0 0 4 2 0 0 0 2 1 1 0 0 2 0 0 0 0 0 2:45 PM 0 3 0 1 4 0 1 0 0 1 0 0 0 1 1 0 2 0 0 2 3:00 PM 2 5 0 2 9 1 2 0 0 3 1 2 0 2 5 0 1 0 0 1 3:15 PM 1 1 0 1 3 0 1 0 0 1 1 0 0 1 2 0 0 0 0 0 3:30 PM 2 1 0 2 5 2 0 0 1 3 0 0 0 1 1 0 1 0 0 1 TOTAL 12 20 2 11 45 8 8 1 2 19 4 5 1 6 16 0 7 0 3 10

U-TURNS
S Batavia St S Batavia St W Almond Ave W Almond Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Batavia St
W Almond Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type: Signalized
Major Street: Almond Avenue Critical Approach Speed: 25 mph Minor Street: Main Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Almond Avenue and Main Street are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 12 School Pedestrians (S) from
7:15 - 8:15 AM;
11 School Pedestrians (W) from
2:30 PM - 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
193 VPH (South Leg) from 7:15
AM to 8:15 AM No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalk on all four legs of intersection
• One lane in each direction on Almond Avenue with one additional left-turn lane in both the eastbound and westbound direction • Three lanes in each direction on Main Street, with one additional left-turn lane and one additional right-turn lane in the northbound direction, and only one additional left-turn lane in the southbound direction. • On-street parking permited on both sides of Almond Avenue • On-street parking prohibited in both directions on Main Street

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Almond Avenue at Main Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 1 1 3 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 5 93 7 3 178 7 7 7 16 8 2 3 336 1 0 0 0 1 7:15 AM 3 121 11 6 282 5 3 10 12 11 1 13 478 1 0 0 0 1 7:30 AM 5 166 12 15 307 4 9 22 21 11 2 6 580 5 2 0 0 7 7:45 AM 7 180 28 24 380 6 10 46 15 18 25 26 765 3 1 0 0 4 8:00 AM 9 136 10 8 325 13 12 21 18 26 25 24 627 7 1 0 0 8 8:15 AM 9 153 3 4 311 11 9 7 18 22 9 15 571 5 0 0 0 5 VOLUMES 38 849 71 60 1,783 46 50 113 100 96 64 87 3,383 22 4 0 0 26 APPROACH % 4% 87% 7% 3% 94% 2% 19% 43% 38% 39% 26% 35%
APP/DEPART 980 / 990 1,893 / 2,001 263 / 244 247 / 148 0

BEGIN PEAK HR
VOLUMES 30 635 53 51 1,323 34 40 96 72 77 61 71 2,567 20 4 0 0 APPROACH % 4% 86% 7% 4% 94% 2% 19% 46% 35% 37% 29% 34%
PEAK HR FACTOR 0.846 0.859 0.732 0.697 0.835
APP/DEPART 738 / 750 1,412 / 1,492 208 / 200 209 / 125 0 01:15 PM 8 247 12 7 253 13 10 13 17 12 3 17 612 8 1 0 0 9 1:30 PM 12 218 18 3 213 6 11 38 9 17 5 9 559 6 1 0 0 7 1:45 PM 5 264 21 9 205 6 13 12 11 7 10 13 576 2 0 0 0 2 2:00 PM 10 243 11 7 167 8 7 12 14 18 15 17 529 10 2 0 0 12 2:15 PM 6 277 16 7 210 7 8 13 7 20 13 13 597 4 2 0 0 6 2:30 PM 5 224 19 5 215 4 10 13 11 20 11 20 557 3 4 0 0 7 2:45 PM 11 254 20 4 253 13 8 9 7 18 9 11 617 5 0 0 0 5 3:00 PM 8 257 15 5 219 7 10 9 15 17 7 11 580 6 2 0 0 8 3:15 PM 15 301 18 13 229 6 5 9 8 11 12 15 642 10 0 0 0 10 3:30 PM 11 276 13 6 216 8 12 6 16 21 22 17 624 6 0 0 0 6 VOLUMES 91 2,561 163 66 2,180 78 94 134 115 161 107 143 5,965 60 12 0 0 72 APPROACH % 3% 89% 6% 3% 93% 3% 27% 39% 34% 39% 26% 35%
APP/DEPART 2,875 / 2,810 2,336 / 2,516 343 / 363 411 / 276 0

BEGIN PEAK HR
VOLUMES 45 1,088 66 28 917 34 35 33 46 67 50 54 2,492 27 2 0 0 APPROACH % 4% 89% 5% 3% 93% 3% 31% 29% 40% 39% 29% 32%
PEAK HR FACTOR 0.891 0.908 0.838 0.713 0.956
APP/DEPART 1,226 / 1,179 981 / 1,057 114 / 127 171 / 129 0 Main St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
Main St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 2 1 6 10 1 2 1 4 8 0 0 0 2 2 0 0 0 0 0 7:15 AM 1 1 4 3 9 0 1 3 2 6 1 0 0 1 2 0 0 1 0 1 7:30 AM 3 6 0 2 11 2 1 0 0 3 1 2 0 2 5 0 3 0 0 3 7:45 AM 6 13 3 5 27 1 8 0 3 12 1 1 2 0 4 4 4 1 2 11 8:00 AM 3 14 2 7 26 1 10 1 5 17 1 0 0 2 3 1 4 1 0 6 8:15 AM 0 2 0 4 6 0 1 0 2 3 0 0 0 2 2 0 1 0 0 1 TOTAL 14 38 10 27 89 5 23 5 16 49 4 3 2 9 18 5 12 3 2 22 1:15 PM 4 3 3 3 13 1 2 2 3 8 2 1 1 0 4 1 0 0 0 1 1:30 PM 3 5 2 20 30 2 4 2 7 15 0 0 0 2 2 1 1 0 11 13 1:45 PM 1 2 1 5 9 1 0 0 5 6 0 2 0 0 2 0 0 1 0 1 2:00 PM 0 10 0 4 14 0 9 0 3 12 0 0 0 0 0 0 1 0 1 2 2:15 PM 1 8 2 3 14 0 4 2 1 7 1 1 0 1 3 0 3 0 1 4 2:30 PM 0 8 0 7 15 0 3 0 1 4 0 1 0 3 4 0 4 0 3 7 2:45 PM 2 0 2 10 14 1 0 0 5 6 0 0 2 0 2 1 0 0 5 6 3:00 PM 1 4 2 6 13 0 2 2 2 6 1 1 0 4 6 0 1 0 0 1 3:15 PM 1 4 2 4 11 1 1 1 1 4 0 0 0 0 0 0 3 1 3 7 3:30 PM 1 6 1 6 14 1 3 1 5 10 0 0 0 0 0 0 3 0 1 4 TOTAL 14 50 15 68 147 7 28 10 33 78 4 6 3 10 23 3 16 2 25 46

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Main St
W Almond Ave

U-TURNS
Main St Main St W Almond Ave W Almond Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Signalized
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Collins Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? No
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Collins Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 12 School Pedestrians (E) from
7:30 AM to 8:30 AM
22 School Pedestrians (E) from
2:30 PM to 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
256 VPH in AM and 275 VPH in
PM for East Leg No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (no east leg)
• 1,100 feet from nearest controlled (signalized) intersection • Crosswalk only on south leg of intersection
• One lane in each direction on Quincy Avenue; on-street parking permitted in both directions • One lane in each direction on Shaffer Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC5170
Tue, Feb 4, 25 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 1 1 2 0 1 2 0 0 0 0 0
7:00 AM 4 10 3 5 23 2 2 85 6 3 62 4 209 0 0 0 0 0 7:15 AM 6 16 5 9 43 10 7 83 8 9 77 7 280 0 0 0 0 0 7:30 AM 8 35 7 22 44 10 23 132 11 18 97 25 432 0 0 0 0 0 7:45 AM 15 50 19 17 43 22 44 149 6 23 143 43 574 0 0 0 0 0 8:00 AM 11 40 7 25 69 23 34 99 10 27 152 58 555 0 0 0 0 0 8:15 AM 7 35 10 13 55 18 11 103 12 16 143 10 433 0 0 0 0 0 VOLUMES 51 186 51 91 277 85 121 651 53 96 674 147 2,483 0 0 0 0 0 APPROACH % 18% 65% 18% 20% 61% 19% 15% 79% 6% 10% 74% 16% APP/DEPART 288 / 454 453 / 426 825 / 793 917 / 810 0

BEGIN PEAK HR
VOLUMES 41 160 43 77 211 73 112 483 39 84 535 136 1,994 0 0 0 0 APPROACH % 17% 66% 18% 21% 58% 20% 18% 76% 6% 11% 71% 18% PEAK HR FACTOR 0.726 0.771 0.796 0.796 0.868
APP/DEPART 244 / 408 361 / 334 634 / 603 755 / 649 0 01:30 PM 5 27 8 16 41 13 7 116 14 9 77 13 346 0 0 0 0 0 1:45 PM 9 29 9 23 35 18 11 131 13 9 103 17 407 0 0 0 0 0 2:00 PM 8 34 5 14 30 16 10 128 14 9 83 21 372 0 0 0 0 0 2:15 PM 11 54 10 16 30 11 25 123 8 15 97 39 439 0 0 0 0 0 2:30 PM 11 27 21 28 56 10 19 140 10 20 132 36 510 0 0 0 0 0 2:45 PM 10 50 18 27 46 12 17 160 17 13 119 24 513 0 0 0 0 0 3:00 PM 7 41 20 13 49 9 17 147 10 9 121 20 463 0 0 0 0 0 3:15 PM 15 43 17 21 51 9 4 163 10 12 132 30 507 0 0 0 0 0 3:30 PM 16 51 17 17 31 9 14 175 9 12 159 38 548 0 0 0 0 0 3:45 PM 19 60 15 18 44 20 11 162 11 11 140 38 549 0 0 0 0 0 VOLUMES 111 416 140 193 413 127 135 1,445 116 119 1,163 276 4,654 0 0 0 0 0 APPROACH % 17% 62% 21% 26% 56% 17% 8% 85% 7% 8% 75% 18% APP/DEPART 667 / 827 733 / 648 1,696 / 1,778 1,558 / 1,401 0

BEGIN PEAK HR
VOLUMES 57 195 69 69 175 47 46 647 40 44 552 126 2,067 0 0 0 0 APPROACH % 18% 61% 21% 24% 60% 16% 6% 88% 5% 6% 76% 17% PEAK HR FACTOR 0.854 0.887 0.926 0.864 0.941
APP/DEPART 321 / 367 291 / 259 733 / 785 722 / 656 0 N Cambridge St

NORTH LEG
E Collins Ave WEST LEG EAST LEG E Collins Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 7:15 AM 2 1 3 0 6 0 1 2 0 3 2 0 0 0 2 0 0 1 0 1 7:30 AM 1 3 2 0 6 0 1 0 0 1 1 1 0 0 2 0 1 2 0 3 7:45 AM 2 1 7 1 11 0 1 1 0 2 0 0 1 1 2 2 0 5 0 7 8:00 AM 3 0 3 3 9 0 0 0 0 0 0 0 0 0 0 3 0 3 3 9 8:15 AM 1 5 6 1 13 0 1 1 0 2 0 1 3 0 4 1 3 2 1 7 TOTAL 10 11 21 5 47 0 5 4 0 9 4 2 4 1 11 6 4 13 4 27 1:30 PM 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 1:45 PM 5 0 3 2 10 0 0 2 2 4 5 0 0 0 5 0 0 1 0 1 2:00 PM 2 3 0 0 5 0 2 0 0 2 2 1 0 0 3 0 0 0 0 0 2:15 PM 4 5 6 0 15 1 2 2 0 5 1 0 1 0 2 2 3 3 0 8 2:30 PM 15 10 17 3 45 2 1 1 1 5 1 2 1 1 5 12 7 15 1 35 2:45 PM 9 5 13 4 31 1 2 5 1 9 1 2 1 0 4 7 1 7 3 18 3:00 PM 2 2 1 2 7 1 0 0 0 1 1 2 1 2 6 0 0 0 0 0 3:15 PM 1 0 3 15 19 0 0 2 0 2 1 0 1 0 2 0 0 0 15 15 3:30 PM 4 2 4 13 23 2 0 1 2 5 2 2 1 0 5 0 0 2 11 13 3:45 PM 2 1 6 8 17 0 1 0 1 2 2 0 0 0 2 0 0 6 7 13 TOTAL 46 28 53 47 174 7 8 13 7 35 18 9 6 3 36 21 11 34 37 103

U-TURNS
N Cambridge St N Cambridge St E Collins Ave E Collins Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Collins Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED
AMPMAM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: California Inspire Academy
Control Type: Signalized
Major Street: Cambridge Street Critical Approach Speed: 35 mph Minor Street: Katella Avenue Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Katella Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian from 7:00
AM - 8:00 AM
2 School Pedestrians from 1:30
PM - 2:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
All under 300 Per leg No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
Observation No
Observations
• Speed limit 35 mph on Cambridge Street north of Katella Avenue • Speed limit 25 mph on Cambridge Street south of Katella Avenue • Three lanes in each direction on Katella, with one additional left-turn lane in both the westbound and eastbound direction • Three total lanes in each direction on Cambridge Street, with one bike lane striped between the through lane and right-turn lane on both sides
• On-street parking prohibited on all directions at the intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
Observation No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Katella Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 8
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 1 1 1 1 1 3 0 1 3 0 0 0 0 0
7:00 AM 7 13 9 14 22 9 3 149 6 5 190 22 449 0 0 0 0 0 7:15 AM 8 18 12 32 35 24 7 157 10 16 246 17 582 0 0 0 0 0 7:30 AM 15 25 19 27 40 25 12 215 23 10 240 19 670 0 0 0 0 0 7:45 AM 32 43 30 47 63 25 13 187 28 13 303 46 830 0 0 1 0 1 8:00 AM 37 41 40 40 51 27 11 193 13 18 294 37 802 0 0 0 0 0 8:15 AM 15 26 17 23 46 24 5 189 5 12 334 23 719 0 0 1 1 2 VOLUMES 114 166 127 183 257 134 51 1,090 85 74 1,607 164 4,055 0 0 2 1 3 APPROACH % 28% 41% 31% 32% 45% 23% 4% 89% 7% 4% 87% 9%
APP/DEPART 407 / 381 574 / 416 1,228 / 1,401 1,846 / 1,857 0

BEGIN PEAK HR
VOLUMES 99 135 106 137 200 101 41 784 69 53 1,171 125 3,024 0 0 2 1 APPROACH % 29% 40% 31% 31% 46% 23% 5% 88% 8% 4% 87% 9%
PEAK HR FACTOR 0.720 0.811 0.896 0.912 0.910
APP/DEPART 340 / 301 438 / 322 896 / 1,028 1,350 / 1,373 0 01:30 PM 7 17 21 27 34 13 10 272 19 22 247 22 711 0 0 1 1 2 1:45 PM 12 24 17 24 34 10 6 231 10 20 231 39 658 0 0 0 1 1 2:00 PM 15 46 21 28 27 19 10 258 16 26 227 52 745 0 0 1 0 1 2:15 PM 19 46 19 24 24 11 23 246 15 20 211 61 719 0 0 2 0 2 2:30 PM 27 46 25 41 49 23 10 255 10 18 220 59 783 0 0 0 0 0 2:45 PM 17 45 35 30 41 15 13 321 12 16 257 63 865 0 0 0 0 0 3:00 PM 16 50 24 31 52 29 18 254 11 16 287 44 832 0 0 0 0 0 3:15 PM 15 44 29 19 49 20 20 308 6 18 296 45 869 0 0 2 0 2 3:30 PM 33 45 16 27 32 24 25 372 11 28 327 47 987 0 0 0 0 0 3:45 PM 20 72 30 30 43 18 31 262 20 17 309 48 900 0 0 2 0 2 VOLUMES 181 435 237 281 385 182 166 2,779 130 201 2,612 480 8,079 0 0 8 2 10 APPROACH % 21% 51% 28% 33% 45% 21% 5% 90% 4% 6% 79% 15% APP/DEPART 853 / 1,081 848 / 716 3,083 / 3,299 3,295 / 2,983 0

BEGIN PEAK HR
VOLUMES 84 211 99 107 176 91 94 1,196 48 79 1,219 184 3,592 0 0 4 0 APPROACH % 21% 54% 25% 29% 47% 24% 7% 89% 4% 5% 82% 12% PEAK HR FACTOR 0.807 0.835 0.822 0.922 0.910
APP/DEPART 394 / 489 374 / 303 1,342 / 1,402 1,482 / 1,398 0 N Cambridge St

NORTH LEG
E Katella Ave WEST LEG EAST LEG E Katella Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 7:15 AM 1 2 0 1 4 1 2 0 0 3 0 0 0 1 1 0 0 0 0 0 7:30 AM 1 1 1 1 4 1 0 1 0 2 0 1 0 1 2 0 0 0 0 0 7:45 AM 2 1 1 2 6 2 1 0 0 3 0 0 1 1 2 0 0 0 1 1 8:00 AM 0 2 1 2 5 0 1 0 0 1 0 1 1 2 4 0 0 0 0 0 8:15 AM 1 1 1 1 4 0 1 1 0 2 1 0 0 1 2 0 0 0 0 0 TOTAL 7 7 4 7 25 4 5 2 0 11 3 2 2 6 13 0 0 0 1 1 1:30 PM 5 2 2 0 9 2 2 2 0 6 1 0 0 0 1 2 0 0 0 2 1:45 PM 2 3 1 1 7 2 2 1 0 5 0 1 0 1 2 0 0 0 0 0 2:00 PM 1 2 2 2 7 1 2 1 2 6 0 0 1 0 1 0 0 0 0 0 2:15 PM 1 0 1 2 4 1 0 1 0 2 0 0 0 2 2 0 0 0 0 0 2:30 PM 0 3 1 4 8 0 1 1 2 4 0 2 0 2 4 0 0 0 0 0 2:45 PM 1 0 1 3 5 0 0 0 3 3 1 0 1 0 2 0 0 0 0 0 3:00 PM 3 0 0 4 7 2 0 0 1 3 1 0 0 2 3 0 0 0 1 1 3:15 PM 2 1 1 0 4 1 0 0 0 1 1 1 1 0 3 0 0 0 0 0 3:30 PM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 3:45 PM 3 1 1 1 6 2 0 0 0 2 1 1 1 1 4 0 0 0 0 0 TOTAL 18 14 11 17 60 11 9 7 8 35 5 5 4 8 22 2 0 0 1 3

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Cambridge St
E Katella Ave

U-TURNS
N Cambridge St N Cambridge St E Katella Ave E Katella Ave 1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Palmyra Elementary School
Control Type: Stop-Controlled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Palmyra Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Cambridge Street and Palmyra Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 2 School Pedestrians (S) from
7:00 AM - 8:00 AM
4 School Pedestrians (W) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• One lane in each direction on Palmyra Avenue
• One lane in each direction on Cambridge Street, in addition to one northbound right-turn lane • On-street parking allowed in both-directions on Palmyra Avenue and Cambridge Street • Red curb prohibiting parking from incoming traffic into intersection on east and south legs of the intersection • Bike lane dividing through and right turn lane on south leg (Cambridge Street) • Crosswalk on all four legs of the intersection

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Palmyra Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 9
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 1 21 6 4 49 2 1 2 4 6 0 4 100 0 0 0 0 0 7:15 AM 2 41 10 6 65 0 2 8 4 6 5 9 158 0 0 0 0 0 7:30 AM 5 52 22 11 92 0 2 17 3 21 11 28 264 0 0 0 0 0 7:45 AM 5 74 12 6 74 0 7 12 2 26 28 29 275 0 0 0 0 0 8:00 AM 20 67 8 2 90 0 6 10 16 12 18 10 259 0 0 0 0 0 8:15 AM 3 60 6 3 78 0 1 2 4 17 6 5 185 0 0 0 0 0 VOLUMES 36 315 64 32 448 2 19 51 33 88 68 85 1,241 0 0 0 0 0 APPROACH % 9% 76% 15% 7% 93% 0% 18% 50% 32% 37% 28% 35% APP/DEPART 415 / 419 482 / 569 103 / 147 241 / 106 0

BEGIN PEAK HR
VOLUMES 33 253 48 22 334 0 16 41 25 76 63 72 983 0 0 0 0 APPROACH % 10% 76% 14% 6% 94% 0% 20% 50% 30% 36% 30% 34% PEAK HR FACTOR 0.879 0.864 0.641 0.636 0.894
APP/DEPART 334 / 341 356 / 435 82 / 111 211 / 96 0 01:30 PM 1 49 11 2 54 0 2 4 1 7 6 8 145 0 0 0 0 0 1:45 PM 1 63 14 8 31 6 5 7 1 6 7 2 151 0 0 0 0 0 2:00 PM 2 58 9 10 55 4 3 8 3 10 7 16 185 0 0 0 0 0 2:15 PM 2 59 8 5 51 2 6 6 3 24 15 16 197 0 0 0 0 0 2:30 PM 9 74 9 3 52 4 1 5 1 8 15 11 192 0 0 0 0 0 2:45 PM 13 73 9 8 85 2 2 7 1 11 15 3 229 0 0 0 0 0 3:00 PM 7 81 14 8 49 6 9 13 13 18 10 8 236 0 0 0 0 0 3:15 PM 3 92 14 7 62 6 3 13 2 20 19 7 248 0 0 0 0 0 3:30 PM 2 80 15 3 61 2 1 2 0 13 10 5 194 0 0 0 0 0 3:45 PM 2 88 10 5 79 2 1 2 2 16 12 18 237 0 0 0 0 0 VOLUMES 42 717 113 59 579 34 33 67 27 133 116 94 2,014 0 0 0 0 0 APPROACH % 5% 82% 13% 9% 86% 5% 26% 53% 21% 39% 34% 27% APP/DEPART 872 / 844 672 / 739 127 / 239 343 / 192 0

BEGIN PEAK HR
VOLUMES 14 341 53 23 251 16 14 30 17 67 51 38 915 0 0 0 0 APPROACH % 3% 84% 13% 8% 87% 6% 23% 49% 28% 43% 33% 24% PEAK HR FACTOR 0.936 0.843 0.436 0.848 0.922
APP/DEPART 408 / 393 290 / 335 61 / 106 156 / 81 0 S Cambridge St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 1 1 3 1 0 0 0 1 0 0 1 1 2 0 0 0 0 0 7:15 AM 2 5 0 1 8 2 3 0 1 6 0 0 0 0 0 0 2 0 0 2 7:30 AM 5 2 1 2 10 4 2 0 1 7 1 0 1 1 3 0 0 0 0 0 7:45 AM 4 4 7 1 16 4 4 4 1 13 0 0 2 0 2 0 0 1 0 1 8:00 AM 4 3 3 2 12 3 3 1 2 9 1 0 2 0 3 0 0 0 0 0 8:15 AM 0 1 4 3 8 0 1 2 1 4 0 0 2 2 4 0 0 0 0 0 TOTAL 16 15 16 10 57 14 13 7 6 40 2 0 8 4 14 0 2 1 0 3 1:30 PM 0 1 1 2 4 0 1 1 1 3 0 0 0 1 1 0 0 0 0 0 1:45 PM 2 5 3 2 12 1 3 1 1 6 1 1 2 1 5 0 1 0 0 1 2:00 PM 2 3 1 1 7 2 1 0 1 4 0 0 1 0 1 0 2 0 0 2 2:15 PM 7 2 0 3 12 3 1 0 1 5 1 1 0 0 2 3 0 0 2 5 2:30 PM 0 2 1 1 4 0 1 1 1 3 0 0 0 0 0 0 1 0 0 1 2:45 PM 2 2 3 6 13 2 2 1 4 9 0 0 2 0 2 0 0 0 2 2 3:00 PM 0 2 5 2 9 0 2 3 0 5 0 0 2 2 4 0 0 0 0 0 3:15 PM 3 2 4 4 13 3 1 3 0 7 0 1 1 4 6 0 0 0 0 0 3:30 PM 1 0 1 2 4 1 0 0 2 3 0 0 0 0 0 0 0 1 0 1 3:45 PM 2 0 4 2 8 2 0 3 1 6 0 0 1 1 2 0 0 0 0 0 TOTAL 19 19 23 25 86 14 12 13 12 51 2 3 9 9 23 3 4 1 4 12

U-TURNS
S Cambridge St S Cambridge St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Cambridge St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Chapman Hills Elementary
Control Type: Signalized
Major Street: Canyon View Avenue Critical Approach Speed: 40 mph Minor Street: Aspen Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Canyon View Avenue and Aspen Street are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:15
AM - 8:15 AM
4 School Pedestrians from 1:45
PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
144 VPH AM (W) and 120 VPH
PM (W) No
(b) Where justified through analysis of the operations of the intersection Observations No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two striped lanes in each direction on Canyon View Avenue with one additional left-turn lane in each direction; on-street parking is prohibited on both sides
• One unstriped lane in each direction on Aspen Street; on-street parking is permitted on both sides • South leg of intersection on Aspen Street leads to residential neighborhood • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Canyon View Avenue at Aspen Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 8 0 0 0 0 9 7 76 6 0 12 3 121 0 0 0 0 0 7:15 AM 13 0 2 0 0 2 6 85 6 0 18 2 134 0 0 0 0 0 7:30 AM 9 0 4 0 0 1 10 79 0 0 40 0 143 0 0 0 0 0 7:45 AM 10 1 3 2 2 21 52 88 2 0 45 10 236 0 0 0 0 0 8:00 AM 10 2 0 28 2 67 71 80 3 1 32 31 327 0 0 0 0 0 8:15 AM 8 1 0 6 0 9 6 94 6 0 38 1 169 0 0 0 0 0 VOLUMES 58 4 9 36 4 109 152 502 23 1 185 47 1,130 0 0 0 0 0 APPROACH % 82% 6% 13% 24% 3% 73% 22% 74% 3% 0% 79% 20%
APP/DEPART 71 / 203 149 / 28 677 / 547 233 / 352 0

BEGIN PEAK HR
VOLUMES 37 4 7 36 4 98 139 341 11 1 155 42 875 0 0 0 0 APPROACH % 77% 8% 15% 26% 3% 71% 28% 69% 2% 1% 78% 21%
PEAK HR FACTOR 0.857 0.356 0.797 0.773 0.669
APP/DEPART 48 / 185 138 / 16 491 / 384 198 / 290 0 01:30 PM 6 0 1 0 0 1 3 23 7 1 30 3 75 0 0 0 0 0 1:45 PM 6 1 0 0 0 1 11 34 3 1 44 11 112 0 0 0 0 0 2:00 PM 8 0 1 8 0 10 16 28 7 0 33 5 116 0 0 0 0 0 2:15 PM 1 2 0 2 0 2 29 32 3 2 47 5 125 0 0 0 0 0 2:30 PM 9 0 3 9 3 63 15 40 7 3 29 7 188 0 0 0 0 0 2:45 PM 6 0 1 1 0 11 5 38 6 2 49 2 121 0 0 1 0 1 3:00 PM 9 0 0 2 0 10 4 30 4 2 46 2 109 0 0 1 0 1 3:15 PM 10 0 3 5 0 13 7 38 7 1 72 4 160 0 0 0 0 0 3:30 PM 7 0 0 3 1 9 6 28 4 2 100 4 164 0 0 0 0 0 3:45 PM 7 0 0 1 0 10 7 36 14 2 96 2 175 0 0 0 0 0 VOLUMES 69 3 9 31 4 130 103 327 62 16 546 45 1,347 0 0 2 0 2 APPROACH % 85% 4% 11% 19% 2% 79% 21% 66% 13% 3% 90% 7%
APP/DEPART 81 / 151 165 / 82 494 / 367 607 / 747 0

BEGIN PEAK HR
VOLUMES 33 0 3 11 1 42 24 132 29 7 314 12 609 0 0 1 0 APPROACH % 92% 0% 8% 20% 2% 78% 13% 71% 16% 2% 94% 4%
PEAK HR FACTOR 0.692 0.750 0.816 0.785 0.870
APP/DEPART 36 / 36 54 / 37 186 / 146 333 / 390 0 Aspen St

NORTH LEG
Canyon View Ave WEST LEG EAST LEG Canyon View Ave

SOUTH LEG
Aspen St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 6 0 1 1 8 6 0 1 1 8 0 0 0 0 0 0 0 0 0 0 7:15 AM 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0 7:30 AM 1 1 0 3 5 1 0 0 1 2 0 1 0 2 3 0 0 0 0 0 7:45 AM 2 1 1 4 8 2 1 1 3 7 0 0 0 0 0 0 0 0 1 1 8:00 AM 1 1 1 8 11 1 0 1 3 5 0 1 0 1 2 0 0 0 4 4 8:15 AM 5 0 0 1 6 5 0 0 1 6 0 0 0 0 0 0 0 0 0 0 TOTAL 16 3 3 18 40 15 1 3 9 28 1 2 0 4 7 0 0 0 5 5 1:30 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 2 1 0 1 4 2 0 0 1 3 0 1 0 0 1 0 0 0 0 0 2:30 PM 1 0 0 5 6 0 0 0 1 1 1 0 0 0 1 0 0 0 4 4 2:45 PM 1 0 1 1 3 1 0 1 1 3 0 0 0 0 0 0 0 0 0 0 3:00 PM 2 2 0 0 4 2 2 0 0 4 0 0 0 0 0 0 0 0 0 0 3:15 PM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 3:30 PM 5 1 0 0 6 4 0 0 0 4 1 1 0 0 2 0 0 0 0 0 3:45 PM 3 3 0 0 6 3 3 0 0 6 0 0 0 0 0 0 0 0 0 0 TOTAL 15 7 3 8 33 13 5 3 4 25 2 2 0 0 4 0 0 0 4 4

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Aspen St
Canyon View Ave

U-TURNS
Aspen St Aspen St Canyon View Ave Canyon View Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Jordan Elementary School
Control Type: Uncontrolled
Major Street: Esplanade Street Critical Approach Speed: 45 mph Minor Street: Jordan Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Esplanade Street and Jordan Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 3 School Pedestrians from 7:15
AM - 8:15 AM
12 School Pedestrians from 3:15
PM - 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and All-Way Stop 500 feet North No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no west leg)
• Two lanes in each direction on Esplanade Street; ~60 feet in width total • One unstriped lane in each direction on Jordan Avenue • One crosswalk on the north leg only
• Stop-controlled on the West leg
• On-street parking permitted in both directions on Esplanade Street and Jordan Avenue

05.2 No

05.3 No
No
03 Undivided and 4 lanes;
772 VPH (Intersection TMC)
from 7:30 AM to 8:30 AM
709 VPH (North Leg) from 7:30
AM to 8:30 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Esplanade Street at Jordan Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 14
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 0 0 2 X X X X 0 X 0 0 0 0 0
7:00 AM 0 9 2 4 47 0 0 0 0 1 0 11 74 0 0 0 0 0 7:15 AM 0 14 5 9 41 0 0 0 0 1 0 5 75 0 0 0 0 0 7:30 AM 0 23 6 18 47 0 0 0 0 2 0 21 117 0 0 0 0 0 7:45 AM 0 36 8 30 71 0 0 0 0 5 0 23 173 0 0 0 0 0 8:00 AM 0 45 12 62 71 0 0 0 0 14 0 83 287 0 0 0 0 0 8:15 AM 0 48 7 11 63 0 0 0 0 9 0 57 195 0 0 0 0 0 VOLUMES 0 175 40 134 340 0 0 0 0 32 0 200 921 0 0 0 0 0 APPROACH % 0% 81% 19% 28% 72% 0% 0% 0% 0% 14% 0% 86%
APP/DEPART 215 / 375 474 / 372 0 / 174 232 / 0 0

BEGIN PEAK HR
VOLUMES 0 152 33 121 252 0 0 0 0 30 0 184 772 0 0 0 0 APPROACH % 0% 82% 18% 32% 68% 0% 0% 0% 0% 14% 0% 86%
PEAK HR FACTOR 0.811 0.701 0.000 0.552 0.672
APP/DEPART 185 / 336 373 / 282 0 / 154 214 / 0 0 01:45 PM 0 19 9 11 30 0 0 0 0 4 0 11 84 0 0 0 0 0 2:00 PM 0 27 5 21 30 0 0 0 0 2 0 9 94 0 0 0 0 0 2:15 PM 0 38 11 23 42 0 0 0 0 10 0 26 150 0 0 0 0 0 2:30 PM 0 24 6 22 48 0 0 0 0 4 0 28 132 0 0 0 0 0 2:45 PM 0 43 3 19 48 0 0 0 0 5 0 47 165 0 0 0 0 0 3:00 PM 0 43 6 8 38 0 0 0 0 3 0 27 125 0 0 0 0 0 3:15 PM 0 40 0 6 35 0 0 0 0 2 0 14 97 0 0 0 0 0 3:30 PM 0 42 3 9 38 0 0 0 0 2 0 9 103 0 0 0 0 0 3:45 PM 0 41 2 10 27 0 0 0 0 4 0 11 95 0 0 0 0 0 4:00 PM 0 36 3 12 35 0 0 0 0 8 0 19 113 0 0 0 0 0 VOLUMES 0 353 48 141 371 0 0 0 0 44 0 201 1,158 0 0 0 0 0 APPROACH % 0% 88% 12% 28% 72% 0% 0% 0% 0% 18% 0% 82%
APP/DEPART 401 / 554 512 / 415 0 / 189 245 / 0 0

BEGIN PEAK HR
VOLUMES 0 148 26 72 176 0 0 0 0 22 0 128 572 0 0 0 0 APPROACH % 0% 85% 15% 29% 71% 0% 0% 0% 0% 15% 0% 85%
PEAK HR FACTOR 0.888 0.886 0.000 0.721 0.867
APP/DEPART 174 / 276 248 / 198 0 / 98 150 / 0 0 S Esplanade St

NORTH LEG
E Jordan Ave WEST LEG EAST LEG E Jordan Ave

SOUTH LEG
S Esplanade St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 8:00 AM 6 0 0 0 6 3 0 0 0 3 0 0 0 0 0 3 0 0 0 3 8:15 AM 2 0 4 0 6 2 0 4 0 6 0 0 0 0 0 0 0 0 0 0 TOTAL 9 0 4 1 14 5 0 4 0 9 1 0 0 1 2 3 0 0 0 3 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2:45 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 13 0 1 0 14 0 0 0 0 0 1 0 1 0 2 12 0 0 0 12 TOTAL 19 0 1 0 20 5 0 0 0 5 2 0 1 0 3 12 0 0 0 12

U-TURNS
S Esplanade St S Esplanade St E Jordan Ave E Jordan Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Esplanade St
E Jordan Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Fletcher Gate Academy
Control Type: Signalized
Major Street: Fletcher Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Fletcher Avenue and Batavia Street are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:15
AM - 8:15 AM
13 School Pedestrians from 1:45
PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest alternate controlled
crossing is 1,000 feet away No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
116 VPH AM (N) from 98 VPH
PM (N) No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Batavia, with one additional left-turn lane in both directions • One lane in each direction on the west leg of Fletcher and four total lanes on the east leg of Fletcher • Center median on Fletcher Avenue west of Batavia Street, TWLTL east of Batavia Street

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Fletcher Avenue at Batavia Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 16
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 1 1 1 0 0 0 0
7:00 AM 2 36 7 13 144 2 1 1 12 19 1 3 241 0 0 0 0 0 7:15 AM 0 39 11 12 186 1 7 3 5 12 0 9 285 0 0 0 0 0 7:30 AM 0 54 14 14 212 2 4 6 13 18 1 8 346 0 0 0 0 0 7:45 AM 2 55 14 30 225 1 3 6 5 26 0 19 386 0 0 0 0 0 8:00 AM 1 56 20 40 205 2 7 10 2 45 5 52 445 0 0 0 0 0 8:15 AM 4 53 9 9 197 2 4 3 6 26 3 19 335 0 0 0 0 0 VOLUMES 9 293 75 118 1,169 10 26 29 43 146 10 110 2,038 0 0 0 0 0 APPROACH % 2% 78% 20% 9% 90% 1% 27% 30% 44% 55% 4% 41%
APP/DEPART 377 / 429 1,297 / 1,358 98 / 222 266 / 29 0

BEGIN PEAK HR
VOLUMES 7 218 57 93 839 7 18 25 26 115 9 98 1,512 0 0 0 0 APPROACH % 2% 77% 20% 10% 89% 1% 26% 36% 38% 52% 4% 44% PEAK HR FACTOR 0.916 0.917 0.750 0.544 0.849
APP/DEPART 282 / 334 939 / 980 69 / 175 222 / 23 0 01:45 PM 4 74 13 11 67 1 3 3 2 8 3 10 199 0 0 0 0 0 2:00 PM 1 107 9 16 62 1 2 3 2 5 4 5 217 0 0 0 0 0 2:15 PM 5 71 21 10 73 4 5 3 6 9 5 13 225 1 0 0 0 1 2:30 PM 3 146 16 15 83 1 2 6 2 28 2 51 355 0 0 0 0 0 2:45 PM 3 131 14 15 85 2 4 2 4 23 6 32 321 0 0 0 0 0 3:00 PM 5 152 15 6 94 3 5 1 1 12 0 27 321 0 0 0 0 0 3:15 PM 5 147 6 17 99 2 3 1 3 13 5 21 322 0 0 0 0 0 3:30 PM 4 215 16 10 89 4 3 2 2 17 9 36 407 0 0 0 0 0 3:45 PM 1 169 19 14 89 1 4 3 2 12 5 22 341 0 0 0 0 0 4:00 PM 4 211 10 12 94 2 0 3 3 15 6 32 392 0 0 0 0 0 VOLUMES 35 1,423 139 126 835 21 31 27 27 142 45 249 3,101 1 0 0 0 1 APPROACH % 2% 89% 9% 13% 85% 2% 36% 32% 32% 33% 10% 57% APP/DEPART 1,598 / 1,703 982 / 1,005 85 / 292 436 / 101 0

BEGIN PEAK HR
VOLUMES 14 742 51 53 371 9 10 9 10 57 25 111 1,462 0 0 0 0 APPROACH % 2% 92% 6% 12% 86% 2% 34% 31% 34% 30% 13% 58% PEAK HR FACTOR 0.859 0.917 0.806 0.778 0.898
APP/DEPART 807 / 863 433 / 438 29 / 113 193 / 48 0 N Batavia St

NORTH LEG
W Fletcher Ave WEST LEG EAST LEG W Fletcher Ave

SOUTH LEG
N Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 2 2 6 0 0 2 0 2 0 2 0 2 4 0 0 0 0 0 7:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 7:45 AM 7 1 0 1 9 1 0 0 0 1 0 1 0 1 2 6 0 0 0 6 8:00 AM 5 1 1 1 8 4 1 1 0 6 0 0 0 1 1 1 0 0 0 1 8:15 AM 1 0 2 0 3 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 TOTAL 14 4 6 5 29 7 1 6 1 15 0 3 0 4 7 7 0 0 0 7 1:45 PM 0 3 0 1 4 0 1 0 0 1 0 2 0 1 3 0 0 0 0 0 2:00 PM 2 0 0 1 3 2 0 0 0 2 0 0 0 1 1 0 0 0 0 0 2:15 PM 5 0 2 3 10 4 0 0 0 4 1 0 2 3 6 0 0 0 0 0 2:30 PM 17 2 0 5 24 4 2 0 0 6 0 0 0 5 5 13 0 0 0 13 2:45 PM 0 2 1 1 4 0 2 0 0 2 0 0 1 1 2 0 0 0 0 0 3:00 PM 1 0 2 1 4 1 0 2 0 3 0 0 0 1 1 0 0 0 0 0 3:15 PM 1 1 1 4 7 1 1 0 1 3 0 0 1 3 4 0 0 0 0 0 3:30 PM 0 1 5 0 6 0 0 4 0 4 0 1 0 0 1 0 0 1 0 1 3:45 PM 1 1 2 1 5 0 0 1 0 1 1 1 1 1 4 0 0 0 0 0 4:00 PM 1 0 3 3 7 0 0 1 2 3 1 0 0 1 2 0 0 2 0 2 TOTAL 28 10 16 20 74 12 6 8 3 29 3 4 5 17 29 13 0 3 0 16

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Batavia St
W Fletcher Ave

U-TURNS
N Batavia St N Batavia St W Fletcher Ave W Fletcher Ave 1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
*Right Turn Overlap Movements

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Holy Family School
Control Type: Signalized
Major Street: Glassell Street Critical Approach Speed: 35 mph Minor Street: La Veta Avenue Critical Approach Speed: 30 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Glassell Street and La Veta Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:00
AM - 8:00 AM
11 School Pedestrians from 2:30
PM - 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
426 VPH AM and 336 VPH PM
(West Leg) Yes
(b) Where justified through analysis of the operations of the intersection Observations No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 5 total lanes on the west leg of the intersection on La Veta Avenue and 4 total lanes on the east leg • On-street parking prohibited on La Veta Avenue near the intersection • 4 total lanes on the north leg of the intersection on Glassell Street and 6 total lanes on the south leg • On-street parking prohibited on Glassell Street near the intersection • Crosswalk on all four legs of the intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 17
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 1 1 1 2 0 1 1 1 1 2 0 0 0 0 0
7:00 AM 20 68 20 0 75 6 6 16 81 41 31 2 366 0 0 0 0 0 7:15 AM 30 67 21 3 134 7 1 37 80 45 49 0 474 0 0 0 0 0 7:30 AM 50 94 30 1 132 11 10 56 116 54 63 1 618 0 0 0 0 0 7:45 AM 57 108 50 5 135 8 18 76 117 57 65 2 698 0 0 0 0 0 8:00 AM 51 135 65 4 99 15 9 51 80 47 56 1 613 0 0 0 0 0 8:15 AM 53 135 36 3 107 12 12 37 62 49 65 2 573 0 0 0 0 0 VOLUMES 261 607 222 16 682 59 56 273 536 293 329 8 3,342 0 0 0 0 0 APPROACH % 24% 56% 20% 2% 90% 8% 6% 32% 62% 47% 52% 1%
APP/DEPART 1,090 / 671 757 / 1,511 865 / 511 630 / 649 0

BEGIN PEAK HR
VOLUMES 211 472 181 13 473 46 49 220 375 207 249 6 2,502 0 0 0 0 APPROACH % 24% 55% 21% 2% 89% 9% 8% 34% 58% 45% 54% 1%
PEAK HR FACTOR 0.861 0.899 0.763 0.931 0.896
APP/DEPART 864 / 527 532 / 1,055 644 / 414 462 / 506 0 02:15 PM 61 100 36 3 108 11 14 46 60 25 53 1 518 0 0 0 0 0 2:30 PM 77 112 40 7 112 4 11 50 86 31 40 1 571 0 0 0 0 0 2:45 PM 62 120 66 0 100 9 26 67 82 45 60 0 637 0 0 0 0 0 3:00 PM 70 114 43 4 116 8 22 64 88 44 63 3 639 0 0 0 0 0 3:15 PM 81 124 46 5 87 11 12 53 78 34 71 4 606 1 0 0 0 1 3:30 PM 82 121 46 3 83 8 12 76 71 26 48 8 584 0 0 0 0 0 3:45 PM 66 121 50 1 97 12 14 56 91 36 64 2 610 0 0 0 0 0 4:00 PM 86 118 37 5 110 5 18 56 81 42 67 2 627 0 0 0 0 0 4:15 PM 90 116 39 6 111 8 25 57 87 26 81 1 647 0 0 0 0 0 4:30 PM 91 113 43 3 99 13 20 65 86 47 91 2 673 2 0 0 0 2 VOLUMES 766 1,159 446 37 1,023 89 174 590 810 356 638 24 6,115 3 0 0 0 3 APPROACH % 32% 49% 19% 3% 89% 8% 11% 37% 51% 35% 63% 2% APP/DEPART 2,374 / 1,357 1,149 / 2,192 1,574 / 1,073 1,018 / 1,493 0

BEGIN PEAK HR
VOLUMES 333 468 169 15 417 38 77 234 345 151 303 7 2,559 2 0 0 0 APPROACH % 34% 48% 17% 3% 89% 8% 12% 36% 53% 33% 66% 2% PEAK HR FACTOR 0.976 0.940 0.959 0.823 0.948
APP/DEPART 972 / 552 470 / 915 656 / 418 461 / 674 0 Glassell St

NORTH LEG
W La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
Glassell St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 6 1 4 4 15 1 0 1 0 2 2 0 3 2 7 3 1 0 2 6 7:15 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 4 1 4 9 0 3 0 2 5 0 1 1 1 3 0 0 0 1 1 7:45 AM 2 5 1 1 9 1 2 1 1 5 1 3 0 0 4 0 0 0 0 0 8:00 AM 4 2 2 4 12 1 1 1 2 5 1 1 0 2 4 2 0 1 0 3 8:15 AM 2 1 0 1 4 2 1 0 1 4 0 0 0 0 0 0 0 0 0 0 TOTAL 14 13 8 17 52 5 7 3 8 23 4 5 4 6 19 5 1 1 3 10 2:15 PM 3 0 4 2 9 3 0 1 2 6 0 0 3 0 3 0 0 0 0 0 2:30 PM 5 1 1 5 12 5 0 1 4 10 0 0 0 1 1 0 1 0 0 1 2:45 PM 6 2 3 20 31 5 1 2 5 13 0 1 1 5 7 1 0 0 10 11 3:00 PM 2 3 2 2 9 0 0 0 1 1 0 2 2 1 5 2 1 0 0 3 3:15 PM 1 0 2 2 5 0 0 1 0 1 1 0 1 1 3 0 0 0 1 1 3:30 PM 3 0 1 4 8 2 0 1 2 5 1 0 0 2 3 0 0 0 0 0 3:45 PM 5 0 6 2 13 5 0 5 1 11 0 0 0 1 1 0 0 1 0 1 4:00 PM 5 4 3 0 12 2 0 0 0 2 1 0 2 0 3 2 4 1 0 7 4:15 PM 4 3 6 3 16 4 2 5 1 12 0 0 1 2 3 0 1 0 0 1 4:30 PM 3 0 3 8 14 2 0 2 6 10 1 0 1 1 3 0 0 0 1 1 TOTAL 37 13 31 48 129 28 3 18 22 71 4 3 11 14 32 5 7 2 12 26

U-TURNS
Glassell St Glassell St W La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Glassell St
La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: California Inspire Academy
Control Type: Signalized
Major Street: Glassell Street Critical Approach Speed: 35 mph Minor Street: Wilson Avenue / Adams Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Glassell Street and Wilson
Avenue / Adams Avenue are
public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 16 School Pedestrians (S) from
7:00 AM - 8:00 AM
24 School Pedestrians (S) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
None met No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Offset Left-Right T-intersection connecting Wilson Avenue (west leg) and Adams Avenue (east leg) • One lane in each direction on the east leg of the intersection (Adams Ave); on-street parking is permitted on both sides • One lane in each direction on the west leg of the intersection (Wilson Ave); on-street parking is permitted on both sides • Two lanes in each direction on Glassell Street, with one additional left-turn lane in both directions • On-street parking is permitted on both sides of Glassell Street; red curb striping prohibiting parking approaching the intersection • Crosswalk on west, and east leg of intersection, and one crosswalk in between the east and west legs

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
Observation No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 18
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 1 63 0 0 93 1 10 0 3 0 0 0 171 0 0 0 0 0 7:15 AM 0 71 0 1 127 3 12 0 3 2 0 2 221 0 0 0 0 0 7:30 AM 0 99 0 2 160 1 19 2 4 1 0 0 288 0 0 0 0 0 7:45 AM 0 99 1 0 195 0 18 2 6 2 2 4 329 0 0 0 0 0 8:00 AM 2 92 1 0 204 1 5 3 11 5 1 2 327 0 0 0 0 0 8:15 AM 2 79 0 1 202 3 9 1 5 0 1 0 303 0 0 0 0 0 VOLUMES 5 503 2 4 981 9 73 8 32 10 4 8 1,639 0 0 0 0 0 APPROACH % 1% 99% 0% 0% 99% 1% 65% 7% 28% 45% 18% 36%
APP/DEPART 510 / 584 994 / 1,023 113 / 14 22 / 18 0

BEGIN PEAK HR
VOLUMES 4 369 2 3 761 5 51 8 26 8 4 6 1,247 0 0 0 0 APPROACH % 1% 98% 1% 0% 99% 1% 60% 9% 31% 44% 22% 33%
PEAK HR FACTOR 0.938 0.933 0.817 0.563 0.948
APP/DEPART 375 / 426 769 / 795 85 / 13 18 / 13 0 01:30 PM 0 101 2 1 110 3 9 1 1 1 0 1 230 0 0 0 0 0 1:45 PM 2 115 1 0 96 1 10 0 4 1 1 1 232 0 0 0 0 0 2:00 PM 1 104 1 2 133 2 11 1 7 0 2 1 265 0 0 0 0 0 2:15 PM 1 150 0 1 97 1 6 2 5 3 2 1 269 0 0 0 0 0 2:30 PM 0 141 2 1 131 2 8 3 3 2 3 3 299 0 0 0 0 0 2:45 PM 7 123 2 2 141 4 7 1 1 1 2 2 293 0 0 0 0 0 3:00 PM 3 124 1 0 153 9 7 0 1 1 0 4 303 0 0 0 0 0 3:15 PM 4 137 1 2 134 3 10 5 6 1 0 1 304 0 0 0 0 0 3:30 PM 2 151 1 3 153 3 17 2 9 0 2 2 345 1 0 0 0 1 3:45 PM 3 145 0 1 131 3 13 0 6 4 0 2 308 0 0 0 0 0 VOLUMES 23 1,291 11 13 1,279 31 98 15 43 14 12 18 2,849 1 0 0 0 1 APPROACH % 2% 97% 1% 1% 97% 2% 63% 10% 28% 32% 27% 41%
APP/DEPART 1,326 / 1,407 1,323 / 1,337 156 / 39 44 / 66 0

BEGIN PEAK HR
VOLUMES 12 557 3 6 571 18 47 7 22 6 2 9 1,261 1 0 0 0 APPROACH % 2% 97% 1% 1% 96% 3% 62% 9% 29% 35% 12% 53%
PEAK HR FACTOR 0.924 0.918 0.679 0.708 0.911
APP/DEPART 573 / 613 595 / 600 76 / 16 17 / 32 0 Glassell St

NORTH LEG
W Wilson Ave WEST LEG EAST LEG E Adams Ave

SOUTH LEG
Glassell St
N LEG Middle Xwalk E LEG W LEG TOTAL N LEG Middle Xwalk E LEG W LEG TOTAL NL Middle Xwalk EL WL TOTAL NL Middle Xwalk EL WL TOTAL 7:00 AM 0 2 2 7 11 0 0 1 3 4 0 1 0 0 1 0 1 1 4 6 7:15 AM 0 5 1 1 7 0 1 0 0 1 0 3 1 0 4 0 1 0 1 2 7:30 AM 0 11 0 3 14 0 0 0 0 0 0 2 0 0 2 0 9 0 3 12 7:45 AM 0 3 0 2 5 0 0 0 0 0 0 1 0 1 2 0 2 0 1 3 8:00 AM 0 6 1 3 10 0 1 1 0 2 0 1 0 1 2 0 4 0 2 6 8:15 AM 1 2 1 4 8 0 2 0 3 5 1 0 1 1 3 0 0 0 0 0 TOTAL 1 29 5 20 55 0 4 2 6 12 1 8 2 3 14 0 17 1 11 29 1:30 PM 0 7 1 8 16 0 5 1 2 8 0 2 0 6 8 0 0 0 0 0 1:45 PM 0 1 2 1 4 0 1 1 0 2 0 0 1 1 2 0 0 0 0 0 2:00 PM 0 12 5 1 18 0 6 3 1 10 0 1 1 0 2 0 5 1 0 6 2:15 PM 0 2 2 4 8 0 1 1 4 6 0 1 1 0 2 0 0 0 0 0 2:30 PM 0 14 3 12 29 0 5 2 5 12 0 0 1 1 2 0 9 0 6 15 2:45 PM 0 21 7 11 39 0 6 4 4 14 0 5 1 4 10 0 10 2 3 15 3:00 PM 0 11 9 12 32 0 6 9 9 24 0 0 0 3 3 0 5 0 0 5 3:15 PM 0 11 6 3 20 0 9 4 2 15 0 2 2 1 5 0 0 0 0 0 3:30 PM 0 9 6 14 29 0 5 4 4 13 0 2 2 10 14 0 2 0 0 2 3:45 PM 0 17 12 11 40 0 9 9 4 22 0 8 3 7 18 0 0 0 0 0 TOTAL 0 105 53 77 235 0 53 38 35 126 0 21 12 33 66 0 31 3 9 43

U-TURNS
Glassell St Glassell St W Wilson Ave E Adams Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Glassell St
W Wilson Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Handy Elementary
Control Type: Stop-Controlled
Major Street: Handy Street Critical Approach Speed: 25 mph Minor Street: Oakmont Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Handy Street and Oakmont Avenue are public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:15
AM - 8:15 AM
5 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (residential on the east leg)
• Crosswalk only on the north leg
• One lane in each direction on all three legs
• On-street parking prohibited on Handy Street from 7AM to 9AM and 2PM to 4PM every day • On-street parking permitted in both directions on Oakmont Avenue

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 20
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 0 11 0 0 12 2 3 0 0 0 0 0 28 0 0 0 0 0 7:15 AM 0 15 0 0 16 3 10 0 0 0 0 0 44 0 0 0 0 0 7:30 AM 0 31 0 0 9 2 18 0 0 0 0 0 60 0 0 0 0 0 7:45 AM 3 31 0 0 18 4 9 0 0 0 0 0 65 0 0 0 0 0 8:00 AM 9 50 0 0 67 9 7 0 3 0 0 0 145 0 0 0 0 0 8:15 AM 4 23 0 0 33 7 9 0 2 0 0 0 78 0 0 0 0 0 VOLUMES 16 161 0 0 155 27 56 0 5 0 0 0 420 0 0 0 0 0 APPROACH % 9% 91% 0% 0% 85% 15% 92% 0% 8% 0% 0% 0%
APP/DEPART 177 / 217 182 / 160 61 / 0 0 / 43 0

BEGIN PEAK HR
VOLUMES 16 135 0 0 127 22 43 0 5 0 0 0 348 0 0 0 0 APPROACH % 11% 89% 0% 0% 85% 15% 90% 0% 10% 0% 0% 0%
PEAK HR FACTOR 0.640 0.490 0.667 0.000 0.600
APP/DEPART 151 / 178 149 / 132 48 / 0 0 / 38 0 01:45 PM 1 23 0 0 15 11 7 0 0 0 0 0 57 0 0 0 0 0 2:00 PM 0 16 0 0 13 10 9 0 1 0 0 0 49 0 0 0 0 0 2:15 PM 4 17 0 0 21 17 9 0 5 0 0 0 73 0 1 0 0 1 2:30 PM 5 12 0 0 41 7 9 0 7 0 0 0 81 0 0 0 0 0 2:45 PM 1 14 0 0 15 7 8 0 5 0 0 0 50 0 0 0 0 0 3:00 PM 1 17 0 0 23 6 6 0 0 0 0 0 53 0 0 0 0 0 3:15 PM 0 18 0 0 22 5 6 0 0 0 0 0 51 0 0 0 0 0 3:30 PM 1 25 0 0 29 6 4 0 0 0 0 0 65 0 0 0 0 0 3:45 PM 2 26 0 0 33 12 7 0 2 0 0 0 82 0 1 0 0 1 4:00 PM 0 18 0 0 20 20 7 0 0 0 0 0 65 0 0 0 0 0 VOLUMES 15 186 0 0 232 101 72 0 20 0 0 0 628 0 2 0 0 2 APPROACH % 7% 93% 0% 0% 69% 30% 78% 0% 22% 0% 0% 0%
APP/DEPART 201 / 260 335 / 252 92 / 0 0 / 116 0

BEGIN PEAK HR
VOLUMES 3 87 0 0 104 43 24 0 2 0 0 0 264 0 1 0 0 APPROACH % 3% 97% 0% 0% 70% 29% 92% 0% 8% 0% 0% 0%
PEAK HR FACTOR 0.804 0.804 0.722 0.000 0.795
APP/DEPART 90 / 112 148 / 106 26 / 0 0 / 46 0 N Handy St

NORTH LEG
E Oakmont Ave WEST LEG EAST LEG E Oakmont Ave

SOUTH LEG
N Handy St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 1 1 2 5 1 0 0 1 2 0 1 1 1 3 0 0 0 0 0 7:15 AM 3 0 0 1 4 3 0 0 0 3 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 7:45 AM 4 0 0 5 9 2 0 0 2 4 0 0 0 0 0 2 0 0 3 5 8:00 AM 9 0 0 0 9 6 0 0 0 6 0 0 0 0 0 3 0 0 0 3 8:15 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 18 1 1 10 30 13 0 0 4 17 0 1 1 2 4 5 0 0 4 9 1:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2:00 PM 0 0 0 3 3 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1 2:15 PM 12 0 0 3 15 10 0 0 2 12 0 0 0 1 1 2 0 0 0 2 2:30 PM 6 0 0 6 12 3 0 0 3 6 0 0 0 0 0 3 0 0 3 6 2:45 PM 1 0 1 4 6 1 0 0 2 3 0 0 1 0 1 0 0 0 2 2 3:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 1 0 0 1 2 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 3:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 3 3 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 TOTAL 20 0 1 23 44 15 0 0 12 27 0 0 1 5 6 5 0 0 6 11

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Handy St
E Oakmont Ave

U-TURNS
N Handy St N Handy St E Oakmont Ave E Oakmont Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: La Veta Elementary
Control Type: All Way Stop
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Prospect Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and La Veta Avenue and Prospect Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 2 School Pedestrians (N) from
7:45 AM to 8:45 AM
4 School Pedestrians (S) from
3:00 PM to 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Undivided roadway with 2 lanes in each direction on both La Veta and Prospect • Crosswalk on all four legs of intersection
• Stop sign on concrete foundation as center median on both directions of La Veta Avenue • Red curb markings preventing parking in direction of oncoming traffic at all legs of intersection

05.2 No

05.3 No
Yes
03 1,048 VPH AM (N) and 580 VPH
PM (S) Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 23
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 0 0 2 0 0 2 0 0 2 0 0 0 0 0
7:15 AM 9 24 0 2 82 28 16 21 1 1 37 5 226 0 0 0 0 0 7:30 AM 9 52 3 0 82 33 55 46 4 0 59 19 362 0 0 0 0 0 7:45 AM 6 62 1 3 117 60 73 54 8 6 55 22 467 0 0 0 0 0 8:00 AM 11 43 3 15 105 49 54 77 20 8 108 7 500 0 0 0 0 0 8:15 AM 11 40 3 4 87 35 24 41 11 2 73 7 338 0 0 0 0 0 8:30 AM 7 27 1 5 79 25 12 27 6 6 71 7 273 0 0 0 0 0 VOLUMES 53 248 11 29 552 230 234 266 50 23 403 67 2,166 0 0 0 0 0 APPROACH % 17% 79% 4% 4% 68% 28% 43% 48% 9% 5% 82% 14%
APP/DEPART 312 / 549 811 / 625 550 / 306 493 / 686 0

BEGIN PEAK HR
VOLUMES 37 197 10 22 391 177 206 218 43 16 295 55 1,667 0 0 0 0 APPROACH % 15% 81% 4% 4% 66% 30% 44% 47% 9% 4% 81% 15%
PEAK HR FACTOR 0.884 0.819 0.773 0.744 0.834
APP/DEPART 244 / 458 590 / 450 467 / 250 366 / 509 0 01:30 PM 6 54 1 6 53 28 20 18 7 2 44 5 244 0 0 0 0 0 1:45 PM 4 54 3 13 44 32 36 26 7 0 41 9 269 0 0 0 0 0 2:00 PM 7 59 2 11 45 65 22 29 4 3 54 9 310 0 0 0 0 0 2:15 PM 5 47 4 11 49 53 25 55 3 0 64 9 325 0 0 0 0 0 2:30 PM 6 50 2 12 43 43 42 54 3 3 53 6 317 0 0 0 0 0 2:45 PM 6 68 2 10 49 47 32 44 2 6 74 11 351 0 0 0 0 0 3:00 PM 7 67 3 7 68 56 36 45 5 8 91 10 403 0 1 0 0 1 3:15 PM 10 53 6 8 41 39 41 48 8 2 79 5 340 0 0 0 0 0 3:30 PM 3 67 4 7 74 35 33 54 4 6 52 7 346 0 0 1 0 1 3:45 PM 10 71 2 9 55 37 31 43 3 3 49 8 321 0 0 0 0 0 VOLUMES 64 590 29 94 521 435 318 416 46 33 601 79 3,228 0 1 1 0 2 APPROACH % 9% 86% 4% 9% 50% 41% 41% 53% 6% 5% 84% 11%
APP/DEPART 683 / 988 1,051 / 600 781 / 539 713 / 1,101 0

BEGIN PEAK HR
VOLUMES 26 255 15 32 232 177 142 191 19 22 296 33 1,442 0 1 1 0 APPROACH % 9% 86% 5% 7% 52% 40% 40% 54% 5% 6% 84% 9%
PEAK HR FACTOR 0.961 0.837 0.910 0.805 0.892
APP/DEPART 296 / 431 442 / 273 353 / 238 351 / 500 0 Prospect St

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 3 0 4 1 0 2 0 3 0 0 1 0 1 0 0 0 0 0 7:45 AM 3 1 4 4 12 2 0 4 2 8 1 1 0 2 4 0 0 0 0 0 8:00 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 8:15 AM 2 1 0 1 4 0 0 0 0 0 0 1 0 1 2 2 0 0 0 2 8:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 TOTAL 6 2 10 5 23 3 0 8 2 13 1 2 1 3 7 2 0 1 0 3 1:30 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1 1:45 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 2:00 PM 3 0 3 0 6 2 0 2 0 4 0 0 0 0 0 1 0 1 0 2 2:15 PM 0 0 2 1 3 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2:45 PM 0 3 1 0 4 0 0 0 0 0 0 1 1 0 2 0 2 0 0 2 3:00 PM 0 2 2 3 7 0 0 0 0 0 0 0 0 1 1 0 2 2 2 6 3:15 PM 1 2 1 1 5 1 1 1 1 4 0 1 0 0 1 0 0 0 0 0 3:30 PM 0 1 1 1 3 0 1 1 0 2 0 0 0 1 1 0 0 0 0 0 3:45 PM 1 2 2 2 7 0 0 0 0 0 0 0 0 1 1 1 2 2 1 6 TOTAL 5 12 15 9 41 3 2 9 2 16 0 4 1 3 8 2 6 5 4 17

U-TURNS
Prospect St Prospect St E La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Prospect St
E La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED
AMPMAM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: La Veta Elementary
Control Type: Signalized
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Yorba Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and La Veta Avenue and Yorba Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian (S) from 7:30
AM to 8:30 AM
9 School Pedestrians (S) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
163 VPH (South Leg) from 7:30
AM to 8:30 AM No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 2 lanes in each direction; left-turn pocket on all sides for 5 total lanes of traffic at all legs of the intersection • On-street parking permitted on Yorba Street
• On-street parking prohibited on La Veta Avenue
• Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
La Veta Avenue at Yorba Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 24
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:15 AM 5 26 7 9 58 24 5 31 7 10 65 8 255 0 0 0 0 0 7:30 AM 9 28 8 19 92 26 15 81 9 16 87 8 398 0 0 0 0 0 7:45 AM 11 32 14 34 105 50 11 96 13 11 106 12 495 0 0 0 0 0 8:00 AM 12 43 25 37 96 38 7 103 8 21 131 23 544 0 0 0 0 0 8:15 AM 8 46 16 10 88 47 9 50 8 14 121 27 444 0 0 0 0 0 8:30 AM 7 30 6 10 76 27 7 30 11 13 100 11 328 0 0 0 0 0 VOLUMES 52 205 76 119 515 212 54 391 56 85 610 89 2,464 0 0 0 0 0 APPROACH % 16% 62% 23% 14% 61% 25% 11% 78% 11% 11% 78% 11% APP/DEPART 333 / 348 846 / 656 501 / 586 784 / 874 0

BEGIN PEAK HR
VOLUMES 40 149 63 100 381 161 42 330 38 62 445 70 1,881 0 0 0 0 APPROACH % 16% 59% 25% 16% 59% 25% 10% 80% 9% 11% 77% 12% PEAK HR FACTOR 0.788 0.849 0.854 0.824 0.864
APP/DEPART 252 / 261 642 / 481 410 / 493 577 / 646 0 01:30 PM 10 30 5 13 21 14 13 36 4 2 71 13 232 0 0 0 0 0 1:45 PM 11 32 8 22 30 19 10 58 5 1 62 17 275 0 0 0 0 0 2:00 PM 11 32 8 13 21 22 3 48 7 13 87 12 277 0 0 0 0 0 2:15 PM 13 41 15 22 33 15 7 78 13 14 113 10 374 0 0 0 0 0 2:30 PM 11 37 13 21 34 18 7 56 3 17 100 14 331 0 0 0 0 0 2:45 PM 14 34 10 18 30 21 8 53 3 9 110 19 329 0 0 0 0 0 3:00 PM 13 37 9 21 30 41 9 62 4 9 140 10 385 0 0 0 0 0 3:15 PM 12 40 17 24 44 40 9 70 7 8 102 9 382 0 0 0 0 0 3:30 PM 15 27 8 17 40 38 11 70 11 10 94 16 357 0 0 0 0 0 3:45 PM 17 45 8 17 52 30 7 65 6 11 72 9 339 0 0 0 0 0 VOLUMES 127 355 101 188 335 258 84 596 63 94 951 129 3,281 0 0 0 0 0 APPROACH % 22% 61% 17% 24% 43% 33% 11% 80% 8% 8% 81% 11% APP/DEPART 583 / 568 781 / 492 743 / 885 1,174 / 1,336 0

BEGIN PEAK HR
VOLUMES 57 149 42 79 166 149 36 267 28 38 408 44 1,463 0 0 0 0 APPROACH % 23% 60% 17% 20% 42% 38% 11% 81% 8% 8% 83% 9% PEAK HR FACTOR 0.886 0.912 0.899 0.770 0.950
APP/DEPART 248 / 229 394 / 232 331 / 388 490 / 614 0 S Yorba St

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
S Yorba St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 7:45 AM 1 2 0 0 3 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 8:00 AM 0 2 1 1 4 0 1 0 1 2 0 0 1 0 1 0 1 0 0 1 8:15 AM 0 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0 8:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 TOTAL 1 6 2 4 13 0 3 1 3 7 1 2 1 1 5 0 1 0 0 1 1:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 1 1 2 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 2:15 PM 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 2:30 PM 0 4 0 1 5 0 1 0 0 1 0 0 0 1 1 0 3 0 0 3 2:45 PM 1 3 2 1 7 0 0 1 0 1 0 0 0 0 0 1 3 1 1 6 3:00 PM 0 2 1 0 3 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 3:15 PM 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 1 14 5 3 23 0 3 1 1 5 0 2 2 1 5 1 9 2 1 13

U-TURNS
S Yorba St S Yorba St E La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Yorba St
E La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Lampson Elementary
Control Type: Signalized
Major Street: Lewis Street Critical Approach Speed: 40 mph Minor Street: Lampson Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Lewis Street and Lampson Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians (S) from
7:00 AM to 8:00 AM
6 School Pedestrians (N) from
2:00 PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
483 VPH AM and 397 VPH PM
(North Leg) Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Bike lane between the two lanes on west leg of Lampson Avenue • 2 lanes in each direction on the west side of Lampson Avenue; east leg of Lampson becomes Metropolitan Drive; roadway divided by center median with five total lanes (3 through lanes, one left-turn lane and one right-turn lane); speed limit of 35 mph on Metropolitan Drive; parking prohibited on both sides of Metropolitan Drive
• 2 lanes in each direction on Lewis Street, with one left-turn pocket on both the north and south legs • On-street parking permitted in eastbound direction on west leg of intersection (Lampson Avenue) • On-street parking prohibited in both directions on Lewis Street

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 25
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 1 1 0 0 0 0
7:00 AM 13 66 11 12 55 16 33 57 11 9 21 15 319 0 0 0 0 0 7:15 AM 25 99 14 25 66 39 40 74 22 16 22 27 469 0 0 0 0 0 7:30 AM 33 127 8 39 106 53 64 91 24 13 25 33 616 0 0 0 0 0 7:45 AM 17 146 20 41 136 26 57 88 19 11 11 49 621 0 0 0 0 0 8:00 AM 16 94 12 32 123 23 35 90 20 10 14 37 506 0 0 0 0 0 8:15 AM 16 107 17 24 92 9 37 60 22 10 16 35 445 0 0 0 0 0 VOLUMES 120 639 82 173 578 166 266 460 118 69 109 196 2,976 0 0 0 0 0 APPROACH % 14% 76% 10% 19% 63% 18% 32% 55% 14% 18% 29% 52% APP/DEPART 841 / 1,101 917 / 765 844 / 715 374 / 395 0

BEGIN PEAK HR
VOLUMES 91 466 54 137 431 141 196 343 85 50 72 146 2,212 0 0 0 0 APPROACH % 15% 76% 9% 19% 61% 20% 31% 55% 14% 19% 27% 54% PEAK HR FACTOR 0.835 0.873 0.872 0.944 0.890
APP/DEPART 611 / 808 709 / 566 624 / 534 268 / 304 0 01:15 PM 13 71 12 24 54 38 36 34 10 10 24 26 352 0 0 0 0 0 1:30 PM 22 76 9 14 64 40 37 33 9 13 26 23 366 0 0 0 0 0 1:45 PM 27 88 6 15 44 38 26 24 17 14 38 26 363 0 0 0 0 0 2:00 PM 20 70 10 27 64 37 38 46 21 11 28 25 397 0 0 0 0 0 2:15 PM 18 83 11 22 57 38 49 22 28 17 27 26 398 0 0 0 0 0 2:30 PM 15 107 9 25 67 33 36 39 21 13 26 32 423 0 0 0 0 0 2:45 PM 13 112 10 26 82 29 22 47 19 11 36 32 439 0 0 0 0 0 3:00 PM 19 107 6 22 81 30 39 40 15 24 31 40 454 0 0 0 0 0 3:15 PM 17 114 17 20 88 41 30 33 16 22 41 31 470 0 0 0 0 0 3:30 PM 23 119 14 17 89 36 36 31 12 13 44 30 464 0 0 0 0 0 VOLUMES 187 947 104 212 690 360 349 349 168 148 321 291 4,126 0 0 0 0 0 APPROACH % 15% 76% 8% 17% 55% 29% 40% 40% 19% 19% 42% 38% APP/DEPART 1,238 / 1,587 1,262 / 1,006 866 / 665 760 / 868 0

BEGIN PEAK HR
VOLUMES 72 452 47 85 340 136 127 151 62 70 152 133 1,827 0 0 0 0 APPROACH % 13% 79% 8% 15% 61% 24% 37% 44% 18% 20% 43% 37% PEAK HR FACTOR 0.915 0.941 0.904 0.934 0.972
APP/DEPART 571 / 712 561 / 472 340 / 283 355 / 360 0 Lewis St

NORTH LEG
Lampson Ave WEST LEG EAST LEG W Mertopolitan Dr

SOUTH LEG
Lewis St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 1 0 3 0 0 0 0 0 1 0 1 0 2 1 0 0 0 1 7:15 AM 2 11 2 8 23 1 4 1 5 11 1 0 1 1 3 0 7 0 2 9 7:30 AM 1 1 3 4 9 0 1 3 2 6 0 0 0 2 2 1 0 0 0 1 7:45 AM 0 2 1 5 8 0 2 1 5 8 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 3 4 0 0 0 2 2 0 0 0 1 1 0 1 0 0 1 8:15 AM 1 1 2 0 4 1 1 2 0 4 0 0 0 0 0 0 0 0 0 0 TOTAL 6 16 9 20 51 2 8 7 14 31 2 0 2 4 8 2 8 0 2 12 1:15 PM 4 1 2 2 9 4 1 2 1 8 0 0 0 1 1 0 0 0 0 0 1:30 PM 0 1 1 2 4 0 1 1 1 3 0 0 0 1 1 0 0 0 0 0 1:45 PM 3 6 3 6 18 2 5 1 3 11 1 0 2 1 4 0 1 0 2 3 2:00 PM 3 3 1 6 13 2 1 0 4 7 0 0 0 1 1 1 2 1 1 5 2:15 PM 4 0 4 4 12 3 0 3 2 8 0 0 0 2 2 1 0 1 0 2 2:30 PM 3 0 2 0 5 3 0 2 0 5 0 0 0 0 0 0 0 0 0 0 2:45 PM 12 5 1 3 21 7 1 0 3 11 1 1 1 0 3 4 3 0 0 7 3:00 PM 4 0 0 0 4 3 0 0 0 3 1 0 0 0 1 0 0 0 0 0 3:15 PM 3 0 1 0 4 3 0 1 0 4 0 0 0 0 0 0 0 0 0 0 3:30 PM 6 4 0 4 14 3 2 0 3 8 0 2 0 1 3 3 0 0 0 3 TOTAL 42 20 15 27 104 30 11 10 17 68 3 3 3 7 16 9 6 2 3 20

U-TURNS
Lewis St Lewis St Lampson Ave W Mertopolitan Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Lewis St
Lampson Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
No School Pedestrians present during study period.

No School Pedestrians present during study period.

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary
Control Type: Stop Controlled
Major Street: Linda Vista Street Critical Approach Speed: 25 mph Minor Street: Elsinore Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Linda Vista Street and Elsinore Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. No school pedestrians No At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• East leg on Elsinore leads to a dead-end less than 100 feet away • One lane in each direction on Linda Vista Avenue; on-street parking is permitted in both directions • One unstriped lane in each direction on Elsinore Avenue; on-street parking is permitted in both directions • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 26
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 7 0 0 2 1 1 0 0 0 0 0 11 0 0 0 0 0 7:15 AM 0 7 0 0 0 2 2 0 0 0 0 0 11 0 0 0 0 0 7:30 AM 0 10 0 0 5 2 2 0 0 0 0 0 19 0 0 0 0 0 7:45 AM 1 25 0 0 10 1 7 0 0 0 0 0 44 0 0 0 0 0 8:00 AM 0 20 0 0 9 0 1 0 0 0 0 0 30 0 0 0 0 0 8:15 AM 0 3 0 0 4 1 3 0 0 0 0 0 11 0 1 0 0 1 VOLUMES 1 72 0 0 30 7 16 0 0 0 0 0 127 0 1 0 0 1 APPROACH % 1% 99% 0% 0% 79% 18% 100% 0% 0% 0% 0% 0%
APP/DEPART 73 / 89 38 / 30 16 / 0 0 / 8 0

BEGIN PEAK HR
VOLUMES 1 58 0 0 28 4 13 0 0 0 0 0 105 0 1 0 0 APPROACH % 2% 98% 0% 0% 85% 12% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.567 0.750 0.464 0.000 0.597
APP/DEPART 59 / 72 33 / 28 13 / 0 0 / 5 0 01:30 PM 0 6 0 0 12 3 0 0 0 0 0 0 21 0 0 0 0 0 1:45 PM 0 8 0 0 5 0 0 0 0 0 0 0 13 0 0 0 0 0 2:00 PM 0 10 0 0 10 3 1 0 0 0 0 0 24 0 0 0 0 0 2:15 PM 0 13 0 0 5 4 4 0 0 0 0 0 26 0 0 0 0 0 2:30 PM 3 16 0 0 9 3 1 0 0 0 0 0 32 1 0 0 0 1 2:45 PM 1 8 0 0 4 4 1 0 0 0 0 0 18 0 1 0 0 1 3:00 PM 0 13 0 0 13 1 3 0 0 0 0 0 30 0 0 0 0 0 3:15 PM 0 5 0 0 3 1 6 0 0 0 0 0 15 0 1 0 0 1 3:30 PM 0 5 0 0 6 0 1 0 1 0 0 0 13 0 0 0 0 0 3:45 PM 1 10 0 0 11 0 0 0 0 0 0 0 22 0 0 0 0 0 VOLUMES 5 94 0 0 78 19 17 0 1 0 0 0 217 1 2 0 0 3 APPROACH % 5% 94% 0% 0% 79% 19% 94% 0% 6% 0% 0% 0%
APP/DEPART 100 / 113 99 / 80 18 / 0 0 / 24 0

BEGIN PEAK HR
VOLUMES 4 50 0 0 31 12 9 0 0 0 0 0 108 1 1 0 0 APPROACH % 7% 91% 0% 0% 70% 27% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.688 0.786 0.563 0.000 0.818
APP/DEPART 55 / 60 44 / 32 9 / 0 0 / 16 0 N Linda Vista St

NORTH LEG
E Elsinore Ave WEST LEG EAST LEG E Elsinore Ave

SOUTH LEG
N Linda Vista St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 5 5 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 2 5 7 0 0 2 5 7 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3:15 PM 1 0 1 1 3 1 0 0 1 2 0 0 1 0 1 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 1 0 1 3 5 1 0 1 3 5 0 0 0 0 0 0 0 0 0 0 TOTAL 2 0 2 9 13 2 0 1 8 11 0 0 1 1 2 0 0 0 0 0

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Linda Vista St
E Elsinore Ave

U-TURNS
N Linda Vista St N Linda Vista St E Elsinore Ave E Elsinore Ave 1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Sycamore Elementary
Control Type: Signalized
Major Street: Palm Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Palm Avenue and Batavia Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrians (N) from
7:30 AM to 8:30 AM
2 School Pedestrians (N) from
3:15 PM to 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
133 VPH (East Leg) from 3:15
PM to 4:15 PM No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Palm Avenue
• Two lanes in each direction on Batavia Street
• Crosswalk on all four legs of intersection
• On-street parking permitted in all directions from intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 27
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0
7:15 AM 4 50 7 5 109 4 2 15 7 12 12 7 234 1 0 0 0 1 7:30 AM 6 61 6 5 140 5 4 19 8 11 12 6 283 0 0 0 0 0 7:45 AM 10 84 11 8 137 7 12 27 9 10 20 4 339 0 0 0 0 0 8:00 AM 8 87 10 7 134 13 12 44 9 11 18 8 361 0 1 0 0 1 8:15 AM 4 89 15 10 146 10 10 61 11 10 10 1 377 0 0 0 0 0 8:30 AM 1 55 10 7 120 4 5 52 5 13 12 6 290 0 1 0 0 1 VOLUMES 33 426 59 42 786 43 45 218 49 67 84 32 1,887 1 2 0 0 3 APPROACH % 6% 82% 11% 5% 90% 5% 14% 70% 16% 37% 46% 17% APP/DEPART 519 / 505 873 / 903 312 / 319 183 / 160 0

BEGIN PEAK HR
VOLUMES 23 315 46 32 537 34 39 184 34 44 60 19 1,369 0 2 0 0 APPROACH % 6% 82% 12% 5% 89% 6% 15% 72% 13% 36% 49% 15% PEAK HR FACTOR 0.889 0.911 0.784 0.831 0.908
APP/DEPART 384 / 375 605 / 615 257 / 262 123 / 117 0 01:45 PM 1 89 10 4 86 4 5 17 7 6 13 3 245 0 0 0 0 0 2:00 PM 5 75 10 5 86 6 4 33 1 9 20 12 266 0 0 0 0 0 2:15 PM 6 81 15 6 94 6 4 32 7 5 24 17 297 0 1 0 0 1 2:30 PM 3 93 11 4 148 4 9 34 13 11 19 15 364 0 0 0 0 0 2:45 PM 0 80 11 6 155 6 5 29 9 12 26 11 350 0 0 0 0 0 3:00 PM 1 113 12 5 131 4 5 17 5 6 29 13 341 0 0 0 0 0 3:15 PM 2 111 10 5 129 4 5 23 2 6 18 13 328 0 0 0 0 0 3:30 PM 2 107 10 4 137 10 8 43 8 12 32 13 386 0 0 0 0 0 3:45 PM 1 118 17 8 140 3 3 38 4 16 43 23 414 0 0 0 0 0 4:00 PM 2 119 7 4 147 12 11 24 2 12 32 19 391 0 0 0 0 0 VOLUMES 23 986 113 51 1,253 59 59 290 58 95 256 139 3,383 0 1 0 0 1 APPROACH % 2% 88% 10% 4% 92% 4% 14% 71% 14% 19% 52% 28% APP/DEPART 1,122 / 1,185 1,364 / 1,406 407 / 454 490 / 338 0

BEGIN PEAK HR
VOLUMES 7 455 44 21 553 29 27 128 16 46 125 68 1,519 0 0 0 0 APPROACH % 1% 90% 9% 3% 92% 5% 16% 75% 9% 19% 52% 28%
PEAK HR FACTOR 0.930 0.925 0.725 0.729 0.917
APP/DEPART 506 / 550 603 / 615 171 / 193 239 / 161 0 N Batavia St

NORTH LEG
W Palm Ave WEST LEG EAST LEG W Palm Ave

SOUTH LEG
N Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 3 3 0 4 10 3 3 0 2 8 0 0 0 2 2 0 0 0 0 0 7:30 AM 2 0 4 1 7 2 0 2 0 4 0 0 1 1 2 0 0 1 0 1 7:45 AM 0 2 5 2 9 0 2 1 2 5 0 0 4 0 4 0 0 0 0 0 8:00 AM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 8:15 AM 3 2 1 0 6 1 0 1 0 2 1 1 0 0 2 1 1 0 0 2 8:30 AM 1 3 1 2 7 1 3 1 1 6 0 0 0 1 1 0 0 0 0 0 TOTAL 10 11 11 9 41 7 9 5 5 26 2 1 5 4 12 1 1 1 0 3 1:45 PM 6 2 1 0 9 5 2 1 0 8 1 0 0 0 1 0 0 0 0 0 2:00 PM 3 1 0 1 5 2 0 0 1 3 1 1 0 0 2 0 0 0 0 0 2:15 PM 5 0 1 2 8 5 0 0 2 7 0 0 1 0 1 0 0 0 0 0 2:30 PM 1 2 3 1 7 0 1 2 0 3 1 1 1 1 4 0 0 0 0 0 2:45 PM 4 1 1 0 6 3 0 0 0 3 0 1 1 0 2 1 0 0 0 1 3:00 PM 0 5 0 2 7 0 4 0 2 6 0 1 0 0 1 0 0 0 0 0 3:15 PM 2 1 0 1 4 0 1 0 0 1 2 0 0 1 3 0 0 0 0 0 3:30 PM 4 4 1 1 10 2 3 1 0 6 2 1 0 1 4 0 0 0 0 0 3:45 PM 2 6 3 1 12 2 5 2 1 10 0 0 1 0 1 0 1 0 0 1 4:00 PM 7 0 3 0 10 5 0 1 0 6 1 0 2 0 3 1 0 0 0 1 TOTAL 34 22 13 9 78 24 16 7 6 53 8 5 6 3 22 2 1 0 0 3

U-TURNS
N Batavia St N Batavia St W Palm Ave W Palm Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Batavia St
W Palm Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:45 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Sycamore Elementary
Control Type: Signalized
Major Street: Palm Avenue Critical Approach Speed: 25 mph Minor Street: Main Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Palm Avenue and Main Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 16 School Pedestrians (N) from
7:15 AM to 8:15 AM
15 School Pedestrians (N) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
194 VPH (North Leg) from 7:15
AM to 8:15 AM No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• One lane in each direction on Palm Avenue
• Two lanes in each direction on Main Street, with one additional left-turn lane in the northbound and southbound direction • On-street parking allowed in both directions on the eastbound leg of Palm Avenue • On-street parking prohibited in both directions on Main Street • On-street parking prevented by red curb on approach on west leg of intersection (Palm Avenue)

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Palm Avenue at Main Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 28
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 0 1 0 0 1 0 0 0 0 0
7:15 AM 7 75 5 10 172 9 7 2 1 8 3 8 307 0 0 0 0 0 7:30 AM 8 119 8 13 254 17 12 8 3 11 10 9 472 0 0 0 0 0 7:45 AM 22 135 7 9 259 34 18 26 17 9 30 10 576 0 0 0 0 0 8:00 AM 15 124 15 23 259 42 18 26 7 3 24 10 566 0 0 0 0 0 8:15 AM 1 113 13 44 212 7 22 22 4 12 2 9 461 0 0 0 0 0 8:30 AM 0 121 13 39 207 4 5 2 1 15 3 11 421 0 0 0 0 0 VOLUMES 53 687 61 138 1,363 113 82 86 33 58 72 57 2,803 0 0 0 0 0 APPROACH % 7% 86% 8% 9% 84% 7% 41% 43% 16% 31% 39% 30%
APP/DEPART 801 / 826 1,614 / 1,454 201 / 285 187 / 238 0

BEGIN PEAK HR
VOLUMES 46 491 43 89 984 100 70 82 31 35 66 38 2,075 0 0 0 0 APPROACH % 8% 85% 7% 8% 84% 9% 38% 45% 17% 25% 47% 27%
PEAK HR FACTOR 0.884 0.905 0.750 0.709 0.901
APP/DEPART 580 / 599 1,173 / 1,050 183 / 214 139 / 212 0 01:45 PM 1 150 9 14 143 3 6 5 0 10 3 8 352 0 0 0 0 0 2:00 PM 3 162 14 23 150 12 3 2 2 15 6 10 402 0 0 0 0 0 2:15 PM 1 154 11 20 132 10 13 10 3 14 6 14 388 0 0 0 0 0 2:30 PM 5 147 15 22 175 12 14 17 5 11 7 9 439 0 0 0 0 0 2:45 PM 1 137 10 21 201 6 7 5 1 19 1 7 416 0 0 0 0 0 3:00 PM 0 195 11 13 186 1 8 2 3 11 2 15 447 1 0 0 0 1 3:15 PM 0 192 10 10 178 0 9 6 0 12 1 9 427 0 0 0 0 0 3:30 PM 1 190 22 24 190 6 8 5 1 8 3 18 476 0 0 0 0 0 3:45 PM 2 187 12 26 206 6 12 5 0 20 5 26 507 0 0 0 0 0 4:00 PM 0 254 13 18 241 8 10 10 0 10 3 23 590 0 0 0 0 0 VOLUMES 14 1,768 127 191 1,802 64 90 67 15 130 37 139 4,445 1 0 0 0 1 APPROACH % 1% 93% 7% 9% 88% 3% 52% 39% 9% 42% 12% 45%
APP/DEPART 1,910 / 1,997 2,057 / 1,948 172 / 385 306 / 115 0

BEGIN PEAK HR
VOLUMES 3 823 57 78 815 20 39 26 1 50 12 76 2,000 0 0 0 0 APPROACH % 0% 93% 6% 9% 89% 2% 59% 39% 2% 36% 9% 55%
PEAK HR FACTOR 0.827 0.855 0.825 0.676 0.847
APP/DEPART 883 / 938 913 / 866 66 / 161 138 / 35 0 Main St

NORTH LEG
W Palm Ave WEST LEG EAST LEG W Palm Ave

SOUTH LEG
Main St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 2 0 3 5 0 1 0 1 2 0 0 0 2 2 0 1 0 0 1 7:30 AM 0 0 1 2 3 0 0 0 1 1 0 0 1 1 2 0 0 0 0 0 7:45 AM 11 2 5 4 22 2 0 3 3 8 0 0 0 1 1 9 2 2 0 13 8:00 AM 12 4 3 4 23 5 1 1 2 9 0 0 1 0 1 7 3 1 2 13 8:15 AM 1 1 0 3 5 1 1 0 1 3 0 0 0 2 2 0 0 0 0 0 8:30 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 24 9 10 16 59 8 3 5 8 24 0 0 2 6 8 16 6 3 2 27 1:45 PM 3 2 0 3 8 3 2 0 3 8 0 0 0 0 0 0 0 0 0 0 2:00 PM 5 2 2 5 14 5 0 1 1 7 0 2 1 4 7 0 0 0 0 0 2:15 PM 5 1 1 1 8 4 1 1 1 7 0 0 0 0 0 1 0 0 0 1 2:30 PM 17 0 3 3 23 11 0 2 2 15 0 0 1 0 1 6 0 0 1 7 2:45 PM 12 0 8 3 23 7 0 3 1 11 0 0 1 2 3 5 0 4 0 9 3:00 PM 3 1 1 10 15 0 0 0 0 0 0 0 1 3 4 3 1 0 7 11 3:15 PM 3 2 5 5 15 3 1 4 2 10 0 1 0 3 4 0 0 1 0 1 3:30 PM 2 0 1 1 4 1 0 1 1 3 1 0 0 0 1 0 0 0 0 0 3:45 PM 8 2 6 6 22 8 1 6 6 21 0 0 0 0 0 0 1 0 0 1 4:00 PM 6 3 4 6 19 5 1 3 2 11 0 0 0 3 3 1 2 1 1 5 TOTAL 64 13 31 43 151 47 6 21 19 93 1 3 4 15 23 16 4 6 9 35

U-TURNS
Main St Main St W Palm Ave W Palm Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Main St
W Palm Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: Palmyra Elementary School
Control Type: Signalized
Major Street: Palmyra Avenue Critical Approach Speed: 25 mph Minor Street: Tustin Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Palmyra Avenue and Tustin Street are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 19 School Pedestrians (N) from
7:15 AM to 8:15 AM
29 School Pedestrians (N) from
1:45 PM to 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
127 VPH (North Leg) from 1:45
PM to 2:45 PM No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 lanes in each direction and one left-turn lane on both sides; total of seven lanes on Tustin Street • On-street parking prohibited in both directions on Tustin Street • 1 lane in each direction on Palmyra; on-street parking permitted on both sides • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 30
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 3 80 8 3 293 9 3 2 8 12 5 14 440 0 0 0 0 0 7:15 AM 10 97 6 7 357 12 9 3 12 30 11 19 573 0 0 0 0 0 7:30 AM 27 138 4 4 307 26 16 9 26 26 19 9 611 0 1 0 0 1 7:45 AM 17 138 3 12 314 13 25 17 23 22 23 21 628 1 0 0 0 1 8:00 AM 10 152 7 8 373 19 9 2 16 15 4 19 634 0 0 0 0 0 8:15 AM 8 158 5 12 437 19 10 3 5 13 3 17 690 1 0 0 0 1 VOLUMES 75 763 33 46 2,081 98 72 36 90 118 65 99 3,579 2 1 0 0 3 APPROACH % 9% 87% 4% 2% 93% 4% 36% 18% 45% 42% 23% 35%
APP/DEPART 873 / 935 2,226 / 2,291 198 / 115 282 / 238 0

BEGIN PEAK HR
VOLUMES 62 586 19 36 1,431 77 60 31 70 76 49 66 2,566 2 1 0 0 APPROACH % 9% 88% 3% 2% 93% 5% 37% 19% 43% 40% 26% 35%
PEAK HR FACTOR 0.972 0.825 0.619 0.723 0.928
APP/DEPART 669 / 713 1,545 / 1,579 161 / 86 191 / 188 0 01:30 PM 8 185 12 8 201 12 13 2 12 13 2 12 480 0 0 0 0 0 1:45 PM 16 193 5 6 187 16 3 1 13 8 8 7 463 0 1 0 0 1 2:00 PM 17 166 6 11 216 16 20 5 16 11 9 9 502 0 1 0 0 1 2:15 PM 15 205 10 9 195 18 11 12 20 9 11 12 527 0 0 0 0 0 2:30 PM 8 223 10 11 203 20 9 3 16 18 4 11 536 0 1 0 0 1 2:45 PM 18 190 12 18 222 15 9 4 13 17 3 11 532 1 1 0 0 2 3:00 PM 24 229 23 14 187 30 17 8 22 13 3 16 586 0 3 0 0 3 3:15 PM 16 327 11 17 232 20 20 2 16 11 6 19 697 0 1 0 0 1 3:30 PM 14 293 17 15 189 22 16 4 14 16 3 11 614 0 2 0 0 2 3:45 PM 17 301 19 21 206 22 8 11 11 15 9 7 647 0 2 0 0 2 VOLUMES 153 2,312 125 130 2,038 191 126 52 153 131 58 115 5,597 1 12 0 0 13 APPROACH % 6% 89% 5% 5% 86% 8% 38% 16% 46% 43% 19% 38%
APP/DEPART 2,591 / 2,565 2,371 / 2,323 331 / 307 304 / 402 0

BEGIN PEAK HR
VOLUMES 71 1,150 70 67 814 94 61 25 63 55 21 53 2,552 0 8 0 0 APPROACH % 5% 89% 5% 7% 83% 10% 41% 17% 42% 43% 16% 41% PEAK HR FACTOR 0.912 0.910 0.793 0.896 0.914
APP/DEPART 1,291 / 1,272 983 / 932 149 / 162 129 / 186 0 S Tustin St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S Tustin St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 2 0 3 0 0 2 0 2 1 0 0 0 1 0 0 0 0 0 7:15 AM 12 0 1 0 13 4 0 1 0 5 0 0 0 0 0 8 0 0 0 8 7:30 AM 21 3 0 1 25 9 2 0 0 11 3 1 0 1 5 9 0 0 0 9 7:45 AM 10 2 4 3 19 7 2 1 2 12 1 0 2 0 3 2 0 1 1 4 8:00 AM 2 0 2 1 5 2 0 2 0 4 0 0 0 0 0 0 0 0 1 1 8:15 AM 2 0 1 1 4 2 0 1 1 4 0 0 0 0 0 0 0 0 0 0 TOTAL 48 5 10 6 69 24 4 7 3 38 5 1 2 1 9 19 0 1 2 22 1:30 PM 2 1 4 0 7 0 1 4 0 5 1 0 0 0 1 1 0 0 0 1 1:45 PM 14 2 7 2 25 13 2 5 2 22 0 0 0 0 0 1 0 2 0 3 2:00 PM 8 1 0 2 11 6 1 0 2 9 0 0 0 0 0 2 0 0 0 2 2:15 PM 39 1 3 1 44 15 1 2 1 19 0 0 1 0 1 24 0 0 0 24 2:30 PM 2 0 2 1 5 0 0 1 0 1 0 0 1 0 1 2 0 0 1 3 2:45 PM 3 1 3 1 8 0 1 0 1 2 2 0 3 0 5 1 0 0 0 1 3:00 PM 4 1 2 0 7 2 1 1 0 4 0 0 1 0 1 2 0 0 0 2 3:15 PM 0 0 4 1 5 0 0 3 1 4 0 0 0 0 0 0 0 1 0 1 3:30 PM 7 1 0 2 10 4 1 0 2 7 0 0 0 0 0 3 0 0 0 3 3:45 PM 8 1 2 0 11 4 1 2 0 7 3 0 0 0 3 1 0 0 0 1 TOTAL 87 9 27 10 133 44 9 18 9 80 6 0 6 0 12 37 0 3 1 41

U-TURNS
S Tustin St S Tustin St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
S Tustin St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 5/22/2025
School: Santiago Charter Middle School
Control Type:Stop Controlled
Major Street: Rancho Santiago Critical Approach Speed:35 mph Minor Street: Walnut Avenue Critical Approach Speed:35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? No
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Rancho Santiago and Walnut Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 291 School Pedestrians (E) from
7:15 AM to 8:15 AM
247 School Pedestrians (E) from
2:00 PM to 3:00 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 1 lane in each direction on Walnut Avenue with one additional westbound right lane • 1 lane in each direction on Rancho Santiago Boulevard • On-street parking permitted in both directions on Rancho Santiago Boulevard • Crosswalk on all four legs of intersection
• On-street parking permitted on eastbound direction on east leg on Walnut Avenue; on-street parking prohibited on westbound direction on east leg of Walnut Avenue
• Red curb preventing parking on all approaches to intersection

05.2 No

05.3 No
No
03 Only 3 lanes. No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Rancho Santiago at Walnut Avenue

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 33
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 1 0 0 0 0
7:00 AM 0 23 16 10 22 0 0 5 7 16 9 5 113 0 0 0 0 0 7:15 AM 1 16 23 37 19 8 2 28 4 22 18 20 198 0 0 0 0 0 7:30 AM 16 16 53 45 15 19 4 45 35 38 23 26 335 0 0 0 0 0 7:45 AM 14 16 57 24 18 29 8 43 59 52 25 28 373 0 0 0 0 0 8:00 AM 2 32 7 7 15 8 1 13 12 41 35 12 185 0 0 0 0 0 8:15 AM 4 29 3 1 24 0 1 3 11 4 3 1 84 0 0 0 0 0 VOLUMES 37 132 159 124 113 64 16 137 128 173 113 92 1,288 0 0 0 0 0 APPROACH % 11% 40% 48% 41% 38% 21% 6% 49% 46% 46% 30% 24% APP/DEPART 328 / 240 301 / 414 281 / 420 378 / 214 0

BEGIN PEAK HR
VOLUMES 33 80 140 113 67 64 15 129 110 153 101 86 1,091 0 0 0 0 APPROACH % 13% 32% 55% 46% 27% 26% 6% 51% 43% 45% 30% 25% PEAK HR FACTOR 0.727 0.772 0.577 0.810 0.731
APP/DEPART 253 / 181 244 / 330 254 / 382 340 / 198 0 02:00 PM 6 39 11 10 22 3 2 4 2 6 3 3 111 0 0 0 0 0 2:15 PM 6 26 16 9 23 4 6 7 12 6 4 6 125 0 1 0 0 1 2:30 PM 7 35 22 8 23 13 12 6 25 30 25 18 224 0 0 0 0 0 2:45 PM 9 42 30 6 22 3 5 10 9 30 8 18 192 0 0 0 0 0 3:00 PM 5 35 15 10 22 0 1 5 4 10 9 5 121 0 0 0 0 0 3:15 PM 4 46 16 9 25 4 3 9 5 10 12 6 149 0 0 0 0 0 3:30 PM 9 68 17 15 25 2 0 12 8 9 6 3 174 0 0 0 0 0 3:45 PM 14 73 19 12 28 0 2 9 7 12 12 13 201 0 0 0 0 0 4:00 PM 7 127 11 6 43 1 1 8 3 9 20 18 254 0 0 0 0 0 4:15 PM 13 124 11 5 36 1 1 4 7 5 10 11 228 0 0 0 0 0 VOLUMES 80 615 168 90 269 31 33 74 82 127 109 101 1,780 0 1 0 0 1 APPROACH % 9% 71% 19% 23% 69% 8% 17% 39% 43% 38% 32% 30% APP/DEPART 863 / 750 391 / 478 189 / 332 337 / 220 0

BEGIN PEAK HR
VOLUMES 43 392 58 38 132 4 4 33 25 35 48 45 857 0 0 0 0 APPROACH % 9% 80% 12% 22% 76% 2% 6% 53% 40% 27% 38% 35% PEAK HR FACTOR 0.833 0.870 0.775 0.681 0.844
APP/DEPART 493 / 441 174 / 192 62 / 129 128 / 95 0 N Rancho Santiago Blvd

NORTH LEG
E Walnut Ave WEST LEG EAST LEG E Walnut Ave

SOUTH LEG
N Rancho Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 4 0 5 0 1 1 0 2 0 0 2 0 2 0 0 1 0 1 7:15 AM 14 7 10 9 40 2 1 2 1 6 0 2 0 2 4 12 4 8 6 30 7:30 AM 36 87 115 6 244 0 1 0 1 2 0 4 0 4 8 36 82 115 1 234 7:45 AM 51 118 165 1 335 0 0 1 0 1 0 1 0 1 2 51 117 164 0 332 8:00 AM 1 1 4 1 7 0 0 0 0 0 0 0 0 0 0 1 1 4 1 7 8:15 AM 0 2 1 0 3 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 TOTAL 102 216 299 17 634 2 4 5 2 13 0 7 2 7 16 100 205 292 8 605 2:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2:15 PM 1 6 9 1 17 0 1 0 0 1 0 0 1 1 2 1 5 8 0 14 2:30 PM 52 195 243 7 497 0 0 0 0 0 1 0 0 0 1 51 195 243 7 496 2:45 PM 0 1 4 3 8 0 0 0 2 2 0 1 1 0 2 0 0 3 1 4 3:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 3:30 PM 0 3 9 2 14 0 0 0 2 2 0 0 0 0 0 0 3 9 0 12 3:45 PM 0 3 5 0 8 0 1 4 0 5 0 0 1 0 1 0 2 0 0 2 4:00 PM 0 0 2 2 4 0 0 1 2 3 0 0 0 0 0 0 0 1 0 1 4:15 PM 1 0 2 3 6 1 0 1 2 4 0 0 1 1 2 0 0 0 0 0 TOTAL 54 208 276 20 558 1 2 6 9 18 1 1 4 3 9 52 205 266 8 531

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
3:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Rancho Santiago Blvd
E Walnut Ave

U-TURNS
N Rancho Santiago Blvd N Rancho Santiago Blvd E Walnut Ave E Walnut Ave 1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Meats Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Santiago Boulevard and Meats Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians (W) from
7:15 AM to 8:15 AM
19 School Pedestrians (W) from
2:45 PM to 3:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
429 VPH (West Leg) from 7:30
AM to 8:30 AM Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Meats Avenue, with one additional left-turn lane in both the eastbound and westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Slightly curved and diagonal intersection
• Crosswalks in all four directions
• On-street parking prohibited in all directions from intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Santiago Boulevard at Meats Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 34
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 20 48 11 5 48 18 13 20 49 31 49 15 327 0 0 0 0 0 7:15 AM 31 52 14 4 50 17 4 23 59 40 49 13 356 0 0 0 0 0 7:30 AM 35 68 11 2 102 33 9 24 94 49 97 35 559 0 0 0 0 0 7:45 AM 76 70 22 7 91 53 29 28 108 33 119 46 682 0 0 0 0 0 8:00 AM 70 99 24 24 121 65 26 38 97 42 139 70 815 0 0 0 0 0 8:15 AM 72 120 19 38 117 81 31 51 92 44 107 46 818 0 0 0 0 0 VOLUMES 304 457 101 80 529 267 112 184 499 239 560 225 3,557 0 0 0 0 0 APPROACH % 35% 53% 12% 9% 60% 30% 14% 23% 63% 23% 55% 22% APP/DEPART 862 / 794 876 / 1,267 795 / 365 1,024 / 1,131 0

BEGIN PEAK HR
VOLUMES 253 357 76 71 431 232 95 141 391 168 462 197 2,874 0 0 0 0 APPROACH % 37% 52% 11% 10% 59% 32% 15% 22% 62% 20% 56% 24% PEAK HR FACTOR 0.813 0.778 0.901 0.824 0.878
APP/DEPART 686 / 649 734 / 990 627 / 288 827 / 947 0 01:45 PM 47 70 19 8 71 28 20 43 78 32 42 12 470 0 0 0 0 0 2:00 PM 46 69 34 8 53 12 20 40 75 37 48 16 458 0 0 0 0 0 2:15 PM 54 72 22 10 58 28 20 62 64 29 52 11 482 0 0 0 0 0 2:30 PM 94 106 39 11 72 31 24 57 68 34 51 24 611 0 0 0 0 0 2:45 PM 47 116 30 15 91 51 32 79 88 29 56 32 666 0 0 0 0 0 3:00 PM 75 96 36 30 114 67 39 76 107 23 43 27 733 0 0 0 0 0 3:15 PM 57 136 35 18 109 48 39 96 95 24 46 14 717 0 0 0 0 0 3:30 PM 117 164 36 12 78 29 24 99 75 24 58 15 731 0 0 0 0 0 3:45 PM 67 153 56 5 94 42 34 142 72 36 65 18 784 0 0 0 0 0 4:00 PM 76 132 55 13 78 38 27 153 69 27 47 24 739 0 0 0 0 0 VOLUMES 680 1,114 362 130 818 374 279 847 791 295 508 193 6,391 0 0 0 0 0 APPROACH % 32% 52% 17% 10% 62% 28% 15% 44% 41% 30% 51% 19% APP/DEPART 2,156 / 1,586 1,322 / 1,904 1,917 / 1,339 996 / 1,562 0

BEGIN PEAK HR
VOLUMES 317 585 182 48 359 157 124 490 311 111 216 71 2,971 0 0 0 0 APPROACH % 29% 54% 17% 9% 64% 28% 13% 53% 34% 28% 54% 18% PEAK HR FACTOR 0.855 0.806 0.929 0.836 0.947
APP/DEPART 1,084 / 780 564 / 781 925 / 720 398 / 690 0 Santiago Blvd

NORTH LEG
Meats Ave WEST LEG EAST LEG Meats Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7:30 AM 2 1 0 0 3 1 1 0 0 2 0 0 0 0 0 1 0 0 0 1 7:45 AM 0 2 5 5 12 0 0 3 2 5 0 1 0 0 1 0 1 2 3 6 8:00 AM 0 1 2 3 6 0 1 0 0 1 0 0 0 0 0 0 0 2 3 5 8:15 AM 0 0 0 5 5 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 TOTAL 2 5 8 13 28 1 3 3 7 14 0 1 1 0 2 1 1 4 6 12 1:45 PM 0 1 0 1 2 0 1 0 0 1 0 0 0 1 1 0 0 0 0 0 2:00 PM 1 2 1 0 4 0 1 0 0 1 1 1 1 0 3 0 0 0 0 0 2:15 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 2:30 PM 0 0 0 3 3 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 2:45 PM 0 0 1 6 7 0 0 0 4 4 0 0 1 0 1 0 0 0 2 2 3:00 PM 6 6 5 13 30 0 1 1 1 3 4 0 4 0 8 2 5 0 12 19 3:15 PM 3 2 5 5 15 1 0 1 2 4 2 1 3 0 6 0 1 1 3 5 3:30 PM 4 2 4 2 12 0 0 1 1 2 4 2 3 1 10 0 0 0 0 0 3:45 PM 2 0 3 4 9 0 0 1 2 3 0 0 0 0 0 2 0 2 2 6 4:00 PM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 TOTAL 17 14 19 36 86 1 4 4 12 21 12 4 12 3 31 4 6 3 21 34

U-TURNS
Santiago Blvd Santiago Blvd Meats Ave Meats Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Santiago Blvd
Meats Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Taft Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Taft Avenue and Santiago Boulevard are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (S) from
7:15 AM to 8:15 AM
25 School Pedestrians (E) from
3:00 PM to 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
334 VPH (South Leg) from 7:15
AM to 8:15 AM Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Taft Avenue, with one additional left-turn lane in both the eastbound and westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Slightly curved and diagonal intersection
• Crosswalks on all four legs of intersection
• On-street parking prohibited from all directions of intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Santiago Boulevard at Taft Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 36
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 20 39 9 16 82 7 13 45 19 13 23 17 303 0 0 0 0 0 7:15 AM 29 67 24 31 91 14 12 90 39 13 64 28 502 0 0 0 0 0 7:30 AM 30 96 18 27 140 25 29 79 49 17 63 22 595 0 0 0 0 0 7:45 AM 50 91 46 36 137 28 38 142 57 31 110 16 782 0 0 0 0 0 8:00 AM 76 106 62 60 168 30 22 149 39 33 152 24 921 0 0 0 0 0 8:15 AM 48 83 40 84 150 19 4 191 26 34 140 37 856 0 0 0 0 0 VOLUMES 253 482 199 254 768 123 118 696 229 141 552 144 3,959 0 0 0 0 0 APPROACH % 27% 52% 21% 22% 67% 11% 11% 67% 22% 17% 66% 17% APP/DEPART 934 / 744 1,145 / 1,138 1,043 / 1,149 837 / 928 0

BEGIN PEAK HR
VOLUMES 204 376 166 207 595 102 93 561 171 115 465 99 3,154 0 0 0 0 APPROACH % 27% 50% 22% 23% 66% 11% 11% 68% 21% 17% 68% 15% PEAK HR FACTOR 0.764 0.876 0.870 0.805 0.856
APP/DEPART 746 / 568 904 / 881 825 / 934 679 / 771 0 01:45 PM 27 108 25 35 108 9 9 67 37 15 52 26 518 0 0 0 0 0 2:00 PM 44 101 17 17 107 16 22 53 41 12 47 26 503 0 0 0 0 0 2:15 PM 54 113 30 28 106 14 12 59 37 10 55 29 547 0 0 0 0 0 2:30 PM 52 140 24 21 124 26 14 59 44 13 48 38 603 0 0 0 0 0 2:45 PM 52 150 35 35 118 19 21 91 46 8 55 35 665 0 0 0 0 0 3:00 PM 38 139 44 40 163 33 28 102 40 45 83 35 790 0 0 0 0 0 3:15 PM 72 151 38 55 162 37 23 117 44 21 77 30 827 0 0 0 0 0 3:30 PM 65 158 38 31 112 20 24 95 47 40 155 45 830 0 0 0 0 0 3:45 PM 62 184 19 32 146 13 24 69 50 24 70 47 740 0 0 0 0 0 4:00 PM 56 226 18 26 125 18 22 68 43 14 78 48 742 0 0 0 0 0 VOLUMES 522 1,470 288 320 1,271 205 199 780 429 202 720 359 6,765 0 0 0 0 0 APPROACH % 23% 64% 13% 18% 71% 11% 14% 55% 30% 16% 56% 28% APP/DEPART 2,280 / 2,028 1,796 / 1,902 1,408 / 1,388 1,281 / 1,447 0

BEGIN PEAK HR
VOLUMES 237 632 139 158 583 103 99 383 181 130 385 157 3,187 0 0 0 0 APPROACH % 24% 63% 14% 19% 69% 12% 15% 58% 27% 19% 57% 23% PEAK HR FACTOR 0.951 0.831 0.901 0.700 0.960
APP/DEPART 1,008 / 888 844 / 894 663 / 680 672 / 725 0 Santiago Blvd

NORTH LEG
Taft Ave WEST LEG EAST LEG Taft Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 7:15 AM 0 4 2 4 10 0 0 0 0 0 0 2 2 3 7 0 2 0 1 3 7:30 AM 2 4 2 2 10 0 2 2 1 5 0 0 0 0 0 2 2 0 1 5 7:45 AM 0 4 0 2 6 0 1 0 0 1 0 1 0 1 2 0 2 0 1 3 8:00 AM 3 20 4 2 29 1 6 3 2 12 1 3 1 0 5 1 11 0 0 12 8:15 AM 1 17 0 9 27 1 3 0 2 6 0 14 0 7 21 0 0 0 0 0 TOTAL 6 51 8 19 84 2 13 5 5 25 1 21 3 11 36 3 17 0 3 23 1:45 PM 1 2 1 2 6 0 2 1 1 4 1 0 0 1 2 0 0 0 0 0 2:00 PM 1 1 3 1 6 1 0 2 0 3 0 0 1 0 1 0 1 0 1 2 2:15 PM 2 2 0 1 5 1 1 0 0 2 1 1 0 1 3 0 0 0 0 0 2:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2:45 PM 1 1 1 0 3 0 0 1 0 1 1 1 0 0 2 0 0 0 0 0 3:00 PM 2 2 0 3 7 1 0 0 1 2 1 1 0 2 4 0 1 0 0 1 3:15 PM 1 4 10 1 16 1 0 3 0 4 0 4 7 1 12 0 0 0 0 0 3:30 PM 23 26 28 9 86 3 4 0 1 8 1 5 6 2 14 19 17 22 6 64 3:45 PM 0 5 6 0 11 0 2 3 0 5 0 1 0 0 1 0 2 3 0 5 4:00 PM 0 3 0 2 5 0 3 0 1 4 0 0 0 1 1 0 0 0 0 0 TOTAL 31 47 49 19 146 7 12 10 4 33 5 14 14 8 41 19 21 25 7 72

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Santiago Blvd
Taft Ave

U-TURNS
Santiago Blvd Santiago Blvd Taft Ave Taft Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary School
Control Type: Signalized
Major Street: Serrano Avenue Critical Approach Speed: 40 mph Minor Street: Kendra Loop Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Serrano Avenue and Kendra Drive are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 10 School Pedestrians (S/W)
from 7:15 AM to 8:15 AM
13 School Pedestrians (W) from
2:00 PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
142 AM/93 PM VPH (West Leg) No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Serrano Avenue; one additional left-turn lane and one additional right-turn lane in both directions • One left-turn lane and one through-right lane on both sides of the intersection on Kendra Drive • Southern leg of intersection at Kendra Loop has a roundabout approximately 60 feet south of the intersection • On-street parking is not permitted anywhere along the intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Serrano Avenue at Kendra Loop

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 37
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 0.5 0.5 1 0.5 0.5 1 2 1 1 2 1 0 0 0 0
7:00 AM 9 1 7 12 1 26 9 36 2 1 199 3 306 0 0 0 0 0 7:15 AM 3 1 5 8 0 30 5 52 0 1 214 0 319 0 0 0 0 0 7:30 AM 3 0 10 12 0 25 2 75 2 5 217 1 352 0 0 0 0 0 7:45 AM 3 0 14 38 4 28 7 89 0 4 227 18 432 0 0 0 0 0 8:00 AM 2 2 6 16 0 35 11 66 3 5 257 14 417 0 0 0 0 0 8:15 AM 1 0 5 9 1 23 15 60 3 4 176 6 303 0 0 0 0 0 VOLUMES 21 4 47 95 6 167 49 378 10 20 1,290 42 2,129 0 0 0 0 0 APPROACH % 29% 6% 65% 35% 2% 62% 11% 86% 2% 1% 95% 3%
APP/DEPART 72 / 95 268 / 36 437 / 520 1,352 / 1,478 0

BEGIN PEAK HR
VOLUMES 11 3 35 74 4 118 25 282 5 15 915 33 1,520 0 0 0 0 APPROACH % 22% 6% 71% 38% 2% 60% 8% 90% 2% 2% 95% 3%
PEAK HR FACTOR 0.721 0.700 0.813 0.872 0.880
APP/DEPART 49 / 61 196 / 24 312 / 391 963 / 1,044 0 01:30 PM 2 0 6 10 0 9 13 112 6 6 88 9 261 0 0 0 0 0 1:45 PM 1 1 4 15 3 8 6 124 10 8 96 6 282 0 0 0 0 0 2:00 PM 6 3 5 9 2 12 10 169 3 7 83 9 318 0 0 0 0 0 2:15 PM 3 3 4 9 2 16 14 196 4 2 82 10 345 0 0 1 0 1 2:30 PM 11 8 5 11 6 11 20 286 4 6 97 13 478 0 0 0 0 0 2:45 PM 2 1 1 8 0 14 19 249 1 3 106 8 412 0 0 1 0 1 3:00 PM 3 0 4 8 0 19 14 260 2 6 80 9 405 0 0 0 0 0 3:15 PM 2 1 2 9 1 7 12 334 2 3 91 3 467 0 0 0 0 0 3:30 PM 0 2 5 10 1 16 21 330 4 4 114 18 525 0 0 0 0 0 3:45 PM 6 0 7 7 0 10 20 311 6 8 108 14 497 0 0 0 0 0 VOLUMES 36 19 43 96 15 122 149 2,371 42 53 945 99 3,992 0 0 2 0 2 APPROACH % 37% 19% 44% 41% 6% 52% 6% 92% 2% 5% 86% 9%
APP/DEPART 98 / 267 233 / 110 2,564 / 2,510 1,097 / 1,105 0

BEGIN PEAK HR
VOLUMES 11 3 18 34 2 52 67 1,235 14 21 393 44 1,894 0 0 0 0 APPROACH % 34% 9% 56% 39% 2% 59% 5% 94% 1% 5% 86% 10%
PEAK HR FACTOR 0.615 0.815 0.927 0.842 0.902
APP/DEPART 32 / 114 88 / 37 1,316 / 1,287 458 / 456 0 Kendra Dr

NORTH LEG
Serrano Ave WEST LEG EAST LEG Serrano Ave

SOUTH LEG
Kendra Loop

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 3 1 1 6 1 1 1 0 3 0 2 0 0 2 0 0 0 1 1 7:15 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 9 0 6 16 1 7 0 4 12 0 0 0 0 0 0 2 0 2 4 7:45 AM 6 13 6 10 35 3 8 3 5 19 1 0 1 0 2 2 5 2 5 14 8:00 AM 1 7 1 10 19 1 4 1 7 13 0 0 0 0 0 0 3 0 3 6 8:15 AM 2 2 2 0 6 2 2 2 0 6 0 0 0 0 0 0 0 0 0 0 TOTAL 11 34 10 29 84 8 22 7 18 55 1 2 1 0 4 2 10 2 11 25 1:30 PM 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0 1:45 PM 1 1 0 1 3 0 1 0 1 2 1 0 0 0 1 0 0 0 0 0 2:00 PM 3 2 4 3 12 2 2 2 3 9 0 0 0 0 0 1 0 2 0 3 2:15 PM 2 9 5 9 25 1 3 2 3 9 0 0 0 0 0 1 6 3 6 16 2:30 PM 0 4 1 6 11 0 0 0 1 1 0 0 1 1 2 0 4 0 4 8 2:45 PM 0 1 0 7 8 0 0 0 1 1 0 1 0 3 4 0 0 0 3 3 3:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 3:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3:30 PM 1 1 2 1 5 0 0 0 0 0 0 1 1 0 2 1 0 1 1 3 3:45 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 TOTAL 8 20 14 29 71 4 7 6 9 26 1 3 2 5 11 3 10 6 15 34

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:15 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Kendra Loop
Serrano Ave

U-TURNS
Kendra Loop Kendra Dr Serrano Ave Serrano Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: Shaffer Street Critical Approach Speed: 25 mph Minor Street: Quincy Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Shaffer Street and Quincy Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 3 School Pedestrians from 7:00
AM to 8:00 AM
11 School Pedestrians from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,100' away Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or AM is 147 VPH and PM is 211
VPH No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 38
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 1 5 0 0 9 3 3 0 0 0 0 0 21 0 0 0 0 0 7:15 AM 0 8 0 0 13 0 3 0 0 0 0 0 24 0 0 0 0 0 7:30 AM 1 15 0 0 25 1 13 0 3 0 0 0 58 0 0 0 0 0 7:45 AM 0 21 0 0 44 5 9 0 2 0 0 0 81 0 0 0 0 0 8:00 AM 1 27 0 0 60 13 7 0 1 0 0 0 109 0 0 0 0 0 8:15 AM 0 19 0 0 29 2 3 0 1 0 0 0 54 0 0 0 0 0 VOLUMES 3 95 0 0 180 24 38 0 7 0 0 0 347 0 0 0 0 0 APPROACH % 3% 97% 0% 0% 88% 12% 84% 0% 16% 0% 0% 0%
APP/DEPART 98 / 133 204 / 187 45 / 0 0 / 27 0

BEGIN PEAK HR
VOLUMES 2 82 0 0 158 21 32 0 7 0 0 0 302 0 0 0 0 APPROACH % 2% 98% 0% 0% 88% 12% 82% 0% 18% 0% 0% 0%
PEAK HR FACTOR 0.750 0.613 0.609 0.000 0.693
APP/DEPART 84 / 114 179 / 165 39 / 0 0 / 23 0 01:30 PM 2 22 0 0 16 0 5 0 0 0 0 0 45 0 0 0 0 0 1:45 PM 1 29 0 0 19 5 3 0 2 0 0 0 59 0 0 0 0 0 2:00 PM 0 21 0 0 17 4 2 0 1 0 0 0 45 0 0 0 0 0 2:15 PM 1 26 0 0 24 8 3 0 1 0 0 0 63 0 0 0 0 0 2:30 PM 3 25 0 0 30 6 3 0 1 0 0 0 68 0 0 0 0 0 2:45 PM 1 30 0 0 24 8 3 0 5 0 0 0 71 0 0 0 0 0 3:00 PM 3 17 0 0 19 4 0 0 0 0 0 0 43 1 0 0 0 1 3:15 PM 4 27 0 0 21 3 3 0 3 0 0 0 61 0 0 0 0 0 3:30 PM 5 45 0 0 17 8 5 0 4 0 0 0 84 0 0 0 0 0 3:45 PM 1 31 0 0 27 5 0 0 0 0 0 0 64 0 0 0 0 0 VOLUMES 21 273 0 0 214 51 27 0 17 0 0 0 604 1 0 0 0 1 APPROACH % 7% 93% 0% 0% 81% 19% 61% 0% 39% 0% 0% 0%
APP/DEPART 295 / 300 265 / 232 44 / 0 0 / 72 0

BEGIN PEAK HR
VOLUMES 13 119 0 0 81 23 11 0 12 0 0 0 260 1 0 0 0 APPROACH % 10% 89% 0% 0% 78% 22% 48% 0% 52% 0% 0% 0%
PEAK HR FACTOR 0.665 0.813 0.639 0.000 0.774
APP/DEPART 133 / 130 104 / 94 23 / 0 0 / 36 0 N Shaffer St

NORTH LEG
E Quincy Ave WEST LEG EAST LEG E Quincy Ave

SOUTH LEG
N Shaffer St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 13 0 0 0 13 1 0 0 0 1 7 0 0 0 7 5 0 0 0 5 7:45 AM 4 3 0 3 10 0 0 0 0 0 2 0 0 0 2 2 3 0 3 8 8:00 AM 2 1 0 3 6 1 0 0 2 3 1 1 0 1 3 0 0 0 0 0 8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TOTAL 19 5 1 6 31 2 1 0 2 5 10 1 1 1 13 7 3 0 3 13 1:30 PM 0 0 2 3 5 0 0 0 3 3 0 0 2 0 2 0 0 0 0 0 1:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2:00 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2:15 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2:30 PM 3 10 0 3 16 1 3 0 2 6 0 1 0 1 2 2 6 0 0 8 2:45 PM 4 11 0 2 17 2 2 0 0 4 0 4 0 1 5 2 5 0 1 8 3:00 PM 0 1 1 2 4 0 1 0 2 3 0 0 1 0 1 0 0 0 0 0 3:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 2 0 2 4 0 0 0 1 1 0 2 0 0 2 0 0 0 1 1 3:45 PM 2 5 1 1 9 1 2 0 1 4 0 2 1 0 3 1 1 0 0 2 TOTAL 11 29 4 15 59 4 8 0 11 23 2 9 4 2 17 5 12 0 2 19

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Shaffer St
E Quincy Ave

U-TURNS
N Shaffer St N Shaffer St E Quincy Ave E Quincy Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
No school aged pedestrians present during PM period.

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
*Right turn overlap WBR

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary
Control Type: Signalized
Major Street: Tustin Street Critical Approach Speed: 40 mph Minor Street: Briardale Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Tustin Street and Briardale Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian from 7:30
AM to 8:30 AM
No School Pedestrians during PM
period
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
762 VPH (East Leg) from
3:00 PM to 4:00 PM Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Crosswalk on all four legs of intersection
• One lane in each direction on the western leg of Briardale; becomes one left-turn lane and one right-turn lane only at the intersection • Two lanes on the eastern leg of the intersection (Taft Ave); becomes two left-turn lanes and one right-turn lane only at intersection • Three lanes in each direction on Tustin Street, with one additional left-turn lane in both the northbound and southbound direction • On-street parking allowed on both sides at the western leg of the intersection (Briardale Avenue) • Speed limit of 25 mph on the western leg of the intersection (Briardale) and 40 mph on the eastern leg of the intersection (Taft) • On-street parking prohibited in both directions on Tustin Avenue

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 41
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 2 3 0 1 X 1 2 X 1 0 0 0 0
7:00 AM 1 122 67 21 182 0 1 0 1 62 0 23 480 0 0 0 0 0 7:15 AM 1 114 83 48 215 2 1 0 2 110 0 36 612 0 0 0 0 0 7:30 AM 0 142 83 45 266 1 6 0 7 139 0 27 716 0 0 0 0 0 7:45 AM 5 181 129 96 296 2 4 0 2 161 0 83 959 0 0 0 0 0 8:00 AM 2 200 107 105 291 5 6 0 4 177 0 107 1,004 0 0 0 0 0 8:15 AM 3 176 105 99 274 3 4 0 5 151 0 85 905 0 0 0 0 0 VOLUMES 12 935 574 414 1,524 13 22 0 21 800 0 361 4,676 0 0 0 0 0 APPROACH % 1% 61% 38% 21% 78% 1% 51% 0% 49% 69% 0% 31%
APP/DEPART 1,521 / 1,318 1,951 / 2,345 43 / 988 1,161 / 25 0

BEGIN PEAK HR
VOLUMES 10 699 424 345 1,127 11 20 0 18 628 0 302 3,584 0 0 0 0 APPROACH % 1% 62% 37% 23% 76% 1% 53% 0% 47% 68% 0% 32%
PEAK HR FACTOR 0.899 0.925 0.731 0.819 0.892
APP/DEPART 1,133 / 1,021 1,483 / 1,773 38 / 769 930 / 21 0 02:00 PM 3 298 76 31 224 7 11 0 4 75 0 37 766 0 0 0 0 0 2:15 PM 3 318 71 33 219 6 6 0 5 63 0 52 776 0 0 0 0 0 2:30 PM 5 328 71 46 222 12 16 0 5 123 0 56 884 0 0 0 0 0 2:45 PM 3 361 110 52 225 5 8 0 5 77 0 49 895 1 0 0 0 1 3:00 PM 3 342 115 54 250 6 13 0 6 112 0 65 966 1 0 0 0 1 3:15 PM 3 355 109 62 239 6 5 0 4 140 0 78 1,001 0 0 0 0 0 3:30 PM 11 453 118 49 239 3 7 0 4 140 0 85 1,109 1 0 0 0 1 3:45 PM 9 415 112 47 232 3 13 0 6 135 0 80 1,052 0 0 0 0 0 4:00 PM 4 459 106 24 228 7 8 0 4 125 0 54 1,019 0 0 0 0 0 4:15 PM 2 404 76 46 255 6 11 0 5 104 0 81 990 4 0 0 0 4 VOLUMES 46 3,733 964 444 2,333 61 98 0 48 1,094 0 637 9,465 7 0 0 0 7 APPROACH % 1% 79% 20% 16% 82% 2% 67% 0% 33% 63% 0% 37%
APP/DEPART 4,750 / 4,468 2,838 / 3,482 146 / 1,408 1,731 / 107 0

BEGIN PEAK HR
VOLUMES 27 1,682 445 182 938 19 33 0 18 540 0 297 4,182 1 0 0 0 APPROACH % 1% 78% 21% 16% 82% 2% 65% 0% 35% 65% 0% 35%
PEAK HR FACTOR 0.924 0.928 0.671 0.930 0.942
APP/DEPART 2,155 / 2,012 1,139 / 1,497 51 / 627 837 / 46 0 N Tustin St

NORTH LEG
E Briardale Ave WEST LEG EAST LEG Taft Ave

SOUTH LEG
N Tustin St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 2 1 3 0 0 2 0 2 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 0 2 2 4 0 0 0 2 2 0 0 2 0 2 0 0 0 0 0 7:45 AM 0 0 1 1 2 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 5 1 7 0 0 3 0 3 1 0 2 1 4 0 0 0 0 0 8:15 AM 2 0 2 2 6 0 0 1 2 3 1 0 1 0 2 1 0 0 0 1 TOTAL 3 0 13 7 23 0 0 8 5 13 2 0 5 2 9 1 0 0 0 1 2:00 PM 1 0 1 1 3 1 0 0 1 2 0 0 1 0 1 0 0 0 0 0 2:15 PM 2 0 3 2 7 1 0 2 1 4 1 0 1 1 3 0 0 0 0 0 2:30 PM 2 0 2 2 6 1 0 2 2 5 1 0 0 0 1 0 0 0 0 0 2:45 PM 3 0 3 4 10 2 0 1 3 6 1 0 2 1 4 0 0 0 0 0 3:00 PM 3 0 2 4 9 2 0 1 3 6 1 0 1 1 3 0 0 0 0 0 3:15 PM 4 0 2 4 10 4 0 2 3 9 0 0 0 1 1 0 0 0 0 0 3:30 PM 7 0 2 4 13 6 0 0 4 10 1 0 2 0 3 0 0 0 0 0 3:45 PM 8 0 5 6 19 8 0 5 6 19 0 0 0 0 0 0 0 0 0 0 4:00 PM 3 0 4 0 7 0 0 2 0 2 3 0 2 0 5 0 0 0 0 0 4:15 PM 1 0 2 1 4 0 0 2 0 2 1 0 0 1 2 0 0 0 0 0 TOTAL 34 0 26 28 88 25 0 17 23 65 9 0 9 5 23 0 0 0 0 0

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Tustin St
E Briardale Ave

U-TURNS
N Tustin St N Tustin St E Briardale Ave Taft Ave
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians

California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Cambridge Elementary School
Control Type: Signalized
Major Street: Tustin Street Critical Approach Speed: 40 mph Minor Street: Walnut Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Tustin Street and Walnut Avenue are both public roads Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 4 School Pedestrians (S) from
7:30 AM to 8:30 AM
12 School Pedestrians (S) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
477 VPH (S) AM and 431 VPH
(S) PM Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Three lanes in each direction on Tustin Street, with one additional left-turn lane in both the northbound and southbound direction; Seven total lanes at the north and south leg of the intersection on Tustin Street • Four total lanes at the east and west leg of the intersection on Walnut Avenue • On-street parking permitted in both directions on Walnut Avenue • On-street parking prohibited on Tustin Street

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Tustin Street at Walnut Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 42
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 1 1 1 1 1 0 0 0 0
7:00 AM 14 108 10 7 269 9 9 5 36 54 4 8 533 0 0 0 0 0 7:15 AM 10 101 9 8 362 23 8 5 38 60 11 16 651 0 0 0 0 0 7:30 AM 23 145 12 2 334 44 20 20 47 66 28 19 760 2 1 0 0 3 7:45 AM 30 185 15 14 399 28 29 18 31 45 20 25 839 1 0 0 0 1 8:00 AM 38 145 23 12 360 21 21 21 38 68 29 30 806 2 2 0 0 4 8:15 AM 45 176 34 13 410 17 19 13 48 50 29 21 875 1 0 0 0 1 VOLUMES 160 860 103 56 2,134 142 106 82 238 343 121 119 4,473 6 3 0 0 9 APPROACH % 14% 76% 9% 2% 91% 6% 25% 19% 56% 59% 21% 20% APP/DEPART 1,129 / 1,088 2,335 / 2,721 426 / 241 583 / 423 0

BEGIN PEAK HR
VOLUMES 136 651 84 41 1,503 110 89 72 164 229 106 95 3,289 6 3 0 0 APPROACH % 16% 74% 10% 2% 91% 7% 27% 22% 50% 53% 25% 22% PEAK HR FACTOR 0.856 0.939 0.934 0.846 0.939
APP/DEPART 877 / 838 1,657 / 1,902 325 / 197 430 / 352 0 01:30 PM 27 225 27 12 248 26 21 10 31 32 8 13 680 0 1 0 0 1 1:45 PM 19 209 31 7 231 28 16 13 27 31 11 15 638 4 1 0 0 5 2:00 PM 34 248 26 13 234 34 20 6 44 32 10 10 711 4 0 0 0 4 2:15 PM 26 236 30 14 230 23 33 24 39 28 15 11 709 2 1 0 0 3 2:30 PM 35 234 30 9 237 29 20 11 45 34 15 26 725 1 1 0 0 2 2:45 PM 28 245 30 20 307 22 33 23 53 35 15 15 826 1 1 0 0 2 3:00 PM 32 303 29 11 241 26 26 19 40 38 13 16 794 1 1 0 0 2 3:15 PM 38 409 48 19 249 25 18 21 30 35 12 6 910 1 1 0 0 2 3:30 PM 51 475 40 7 228 23 30 21 37 30 13 17 972 0 3 0 0 3 3:45 PM 45 372 38 21 265 15 21 24 54 35 23 20 933 1 3 0 0 4 VOLUMES 335 2,956 329 133 2,470 251 238 172 400 330 135 149 7,926 15 13 0 0 28 APPROACH % 9% 81% 9% 5% 86% 9% 29% 21% 49% 54% 22% 24%
APP/DEPART 3,635 / 3,356 2,867 / 3,215 810 / 634 614 / 721 0

BEGIN PEAK HR
VOLUMES 166 1,559 155 58 983 89 95 85 161 138 61 59 3,620 3 8 0 0 APPROACH % 9% 83% 8% 5% 86% 8% 28% 25% 47% 53% 24% 23%
PEAK HR FACTOR 0.832 0.936 0.861 0.827 0.928
APP/DEPART 1,883 / 1,721 1,138 / 1,285 341 / 298 258 / 316 0 N Tustin St

NORTH LEG
E Walnut Ave WEST LEG EAST LEG E Walnut Ave

SOUTH LEG
N Tustin St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 3 3 1 8 0 2 2 1 5 1 0 1 0 2 0 1 0 0 1 7:15 AM 4 0 0 1 5 1 0 0 1 2 0 0 0 0 0 3 0 0 0 3 7:30 AM 2 5 4 1 12 2 3 3 1 9 0 1 0 0 1 0 1 1 0 2 7:45 AM 0 0 3 2 5 0 0 2 2 4 0 0 0 0 0 0 0 1 0 1 8:00 AM 4 3 2 5 14 1 1 2 3 7 0 0 0 2 2 3 2 0 0 5 8:15 AM 11 9 6 5 31 7 6 5 1 19 0 2 1 0 3 4 1 0 4 9 TOTAL 22 20 18 15 75 11 12 14 9 46 1 3 2 2 8 10 5 2 4 21 1:30 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 1:45 PM 6 5 1 3 15 4 4 1 2 11 0 1 0 1 2 2 0 0 0 2 2:00 PM 0 0 2 2 4 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 2:15 PM 1 2 2 4 9 0 2 2 2 6 1 0 0 2 3 0 0 0 0 0 2:30 PM 3 9 10 2 24 1 1 1 1 4 0 0 1 1 2 2 8 8 0 18 2:45 PM 9 5 4 9 27 7 1 2 5 15 2 0 2 1 5 0 4 0 3 7 3:00 PM 4 1 5 4 14 1 0 1 1 3 2 1 3 0 6 1 0 1 3 5 3:15 PM 4 5 0 2 11 3 4 0 2 9 1 1 0 0 2 0 0 0 0 0 3:30 PM 3 1 4 3 11 3 1 4 2 10 0 0 0 1 1 0 0 0 0 0 3:45 PM 8 6 2 11 27 8 3 2 8 21 0 0 0 0 0 0 3 0 3 6 TOTAL 40 34 30 40 144 28 16 14 24 82 7 3 7 6 23 5 15 9 10 39

U-TURNS
N Tustin St N Tustin St E Walnut Ave E Walnut Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
N Tustin St
E Walnut Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________

Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied?

California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Chapman Hills Elementary
Control Type: Stop Controlled
Major Street: White Oak Ridge Critical Approach Speed: 35 mph Minor Street: Trail Ends Lane Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and Crosses a public highway Yes (2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian (N) from
7:15 AM - 8:15 AM
2 School Pedestrians (S) from
2:30 PM to 3:130 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Center Median on Trails End Lane with two lanes in each direction; on-street parking is prohibited in both directions • One lane in each direction and undivided roadway on White Oak Ridge; on-street parking is prohibited in all directions except for the eastbound direction on west leg of White Oak Ridge adjacent to Santiago Hills Park • Crosswalk on all four legs of the intersection
• White Oak Ridge is slightly curved

05.2 No

05.3 No
No
03 Divided by center median on
Trail Ends Lane; Undivided with
one lane in each direction on
White Oak Ridge
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
White Oak Ridge at Trail Ends Lane

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied

T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 43
EAST & WEST: CONTROL: STOP ALL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0.5 0.5 1 1 1 0 1 1 0 0 0 0 0
7:00 AM 1 0 0 1 1 4 8 3 1 0 6 13 38 0 0 0 0 0 7:15 AM 1 0 0 2 0 2 10 6 3 0 4 13 41 0 0 0 0 0 7:30 AM 1 1 1 2 2 3 7 7 1 0 8 18 51 0 0 0 0 0 7:45 AM 2 0 0 3 3 2 9 6 5 1 9 19 59 0 0 0 0 0 8:00 AM 3 4 1 6 2 2 11 6 7 1 6 18 67 0 0 0 0 0 8:15 AM 1 3 1 9 1 6 10 7 4 0 4 21 67 0 0 0 0 0 VOLUMES 9 8 3 23 9 19 55 35 21 2 37 102 323 0 0 0 0 0 APPROACH % 45% 40% 15% 45% 18% 37% 50% 32% 19% 1% 26% 72% APP/DEPART 20 / 165 51 / 32 111 / 61 141 / 65 0

BEGIN PEAK HR
VOLUMES 7 8 3 20 8 13 37 26 17 2 27 76 244 0 0 0 0 APPROACH % 39% 44% 17% 49% 20% 32% 46% 33% 21% 2% 26% 72% PEAK HR FACTOR 0.563 0.641 0.833 0.905 0.910
APP/DEPART 18 / 121 41 / 27 80 / 49 105 / 47 0 01:30 PM 0 1 0 7 1 2 5 2 1 0 6 10 35 0 0 0 0 0 1:45 PM 2 1 0 12 3 5 5 6 1 0 7 9 51 0 0 0 0 0 2:00 PM 0 0 0 8 2 3 3 5 1 1 9 7 39 0 0 0 0 0 2:15 PM 2 1 0 5 4 5 2 7 3 2 6 10 47 0 0 0 0 0 2:30 PM 0 15 1 8 6 5 6 12 4 0 7 14 78 0 1 0 0 1 2:45 PM 1 1 1 8 0 5 6 4 3 0 9 10 48 0 0 0 0 0 3:00 PM 2 2 1 8 2 10 7 8 1 0 3 6 50 0 0 0 0 0 3:15 PM 1 0 0 12 2 6 8 6 2 0 10 11 58 0 0 0 0 0 3:30 PM 1 1 0 7 2 7 7 8 2 1 10 12 58 0 0 0 0 0 3:45 PM 1 2 1 9 2 22 10 12 1 4 16 9 89 0 0 0 0 0 VOLUMES 10 24 4 84 24 70 59 70 19 8 83 98 554 0 1 0 0 1 APPROACH % 26% 63% 11% 47% 13% 39% 40% 47% 13% 4% 44% 52% APP/DEPART 38 / 182 179 / 51 148 / 158 189 / 163 0

BEGIN PEAK HR
VOLUMES 5 5 2 36 8 45 32 34 6 5 39 38 255 0 0 0 0 APPROACH % 42% 42% 17% 40% 9% 51% 44% 47% 8% 6% 48% 46% PEAK HR FACTOR 0.600 0.674 0.783 0.707 0.716
APP/DEPART 12 / 75 89 / 19 72 / 72 82 / 89 0 Trails End Ln

NORTH LEG
E White Oak Ridge WEST LEG EAST LEG E White Oak Ridge

SOUTH LEG
Trails End Ln

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 2 1 1 5 1 2 1 1 5 0 0 0 0 0 0 0 0 0 0 7:15 AM 3 4 1 0 8 3 3 1 0 7 0 1 0 0 1 0 0 0 0 0 7:30 AM 4 7 3 3 17 3 6 2 3 14 1 1 1 0 3 0 0 0 0 0 7:45 AM 1 2 1 1 5 1 2 1 1 5 0 0 0 0 0 0 0 0 0 0 8:00 AM 2 5 0 1 8 1 5 0 1 7 0 0 0 0 0 1 0 0 0 1 8:15 AM 1 2 2 0 5 0 2 2 0 4 1 0 0 0 1 0 0 0 0 0 TOTAL 12 22 8 6 48 9 20 7 6 42 2 2 1 0 5 1 0 0 0 1 1:30 PM 0 3 2 1 6 0 2 1 0 3 0 1 0 0 1 0 0 1 1 2 1:45 PM 4 1 0 1 6 1 1 0 1 3 3 0 0 0 3 0 0 0 0 0 2:00 PM 1 1 0 1 3 1 1 0 1 3 0 0 0 0 0 0 0 0 0 0 2:15 PM 2 2 3 1 8 1 2 1 0 4 1 0 2 0 3 0 0 0 1 1 2:30 PM 2 1 1 2 6 2 1 0 2 5 0 0 1 0 1 0 0 0 0 0 2:45 PM 3 7 0 3 13 2 3 0 3 8 1 2 0 0 3 0 2 0 0 2 3:00 PM 3 2 0 1 6 2 2 0 1 5 1 0 0 0 1 0 0 0 0 0 3:15 PM 4 1 2 1 8 2 1 0 1 4 2 0 2 0 4 0 0 0 0 0 3:30 PM 2 3 1 2 8 2 2 0 2 6 0 1 1 0 2 0 0 0 0 0 3:45 PM 2 2 1 1 6 1 1 1 1 4 1 1 0 0 2 0 0 0 0 0 TOTAL 23 23 10 14 70 14 16 3 12 45 9 5 6 0 20 0 2 1 2 5

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AM PM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Orange
Trails End Ln
E White Oak Ridge

U-TURNS
Trails End Ln Trails End Ln E White Oak Ridge E White Oak Ridge 1 APPENDIX C

CITATION DATA
Stop-Controlled Crossings
Citation and Collision Statistics
November 1, 2019 – October 31, 2024
Intersection Citations Collisions
California St / Adams Ave 2 0
Cambridge St / Adams Ave 0 1
Cambridge St / Walnut Ave 16 2
Cambridge St / Sycamore Ave 2 0
Rancho Santiago Bl / Walnut Ave 3 0
Handy St / Oakmont Ave 25 0
White Oak Ridge / Trails End Ln 1 0

Orange City CouncilJune 10, 2025

Orange City Council
June 10, 2025