Agenda — Norco City Council, September 2, 2026 (part 2 of 3)

2025 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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CITY OF NORCO, CA
____________________________________________________________________________________ _ 31 MINAGAR & ASSOCIATES, INC.
■ 627 Engineering and Traffic Survey
(a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements.
(2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver.
(c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is
occupied by 13 or more separate dwelling houses or
business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
(Amended by Stats. 2021, Ch. 690, Sec. 1. (AB 43) Effective January 1, 2022.) ■ 21400 Uniform Standards
(a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.
(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning

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signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway.
(c) Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway.
(d) Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.
(Amended by Stats. 2021, Ch. 690, Sec. 2. (AB 43) Effective January 1, 2022.) ■ 22349 Maximum Speed Limit
(a) Except as provided in Section 22356, no person may drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes.
(c) It is the intent of the Legislature that there be reasonable signing on affected two-lane, undivided highways described in subdivision (b) in continuing the 55 miles-per-hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.
(Amended by Stats. 1999, Ch. 724, Sec. 41. Effective January 1, 2000.) ■ 22350 Basic Speed Law
No person shall drive a vehicle upon a
highway at a speed greater than is
reasonable or prudent having due regard for
weather, visibility, the traffic on, and the
surface and width of, the highway, and in no
event at a speed which endangers the safety
of persons or property.
(Amended by Stats. 1999, Ch. 724, Sec. 41. Effective Jan. 1, 2000.) ■ 22351 Speed Law Violations
(a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. “No Person Shall Drive a
Vehicle Upon a Highway at a
Speed Greater Than is
Reasonable or Prudent...”
Basic Speed Law
California Vehicle Code (CVC)
D11 / Ch7 / Art1 / §22350

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(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
(Enacted by Stats. 1959, Ch. 3.)
■ 22352 Prima Facie Speed Limits
(a) The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(1) Fifteen miles per hour:
(A) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagperson is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(B) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(C) On any alley.
(2) Twenty-five miles per hour:
(A) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning
sign. For purposes of this subparagraph, standard
“SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.
25 MPH

SPEED LIMIT
"When approaching
or passing a school...
posted with a
standard ‘SCHOOL’
warning sign, while
children are going to
or leaving the
school... during
school hours."
- Prima Facie Speed
Limits: 25mph, California
Vehicle Code (CVC), D11
/ Ch7 / Art1 / §22352

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(B) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning
sign. For purposes of this subparagraph, standard
“SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds. (C) When passing
a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may
request grant funding from the Active Transportation
Program pursuant to Chapter 8 (commencing with Section
2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.
(Amended by Stats. 2021, Ch. 690, Sec. 3 (AB 43) Effective Jan. 1, 2022.) ■ 22353 City of Norco: Decrease for Equestrian Safety
When conducting an engineering and traffic survey, the City of Norco, in addition to the factors set forth in Section 627, may also consider equestrian safety. (Added by Stats. 2002, Ch. 186, Sec. 1. Effective January 1, 2003.) ■ 22357 Increase of Local Speed Limits to 65 Miles Per Hour (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof

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are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
(Repealed (in Sec. 28) and added by Stats. 1995, Ch. 766, Sec. 29. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.) ■ 22357.1 Decrease Near Children's Playgrounds
Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children’s playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.
(Added by Stats. 1989, Ch. 508, Sec. 1.)
■ 22358 Decrease of Local Speed Limits
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
(Amended by Stats. 2021, Ch. 690, Sec. 5 (AB43) Effective Jan. 1, 2022.) ■ 22358.4 Decrease of Local Limits Near Schools or Senior Centers (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey. (2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway,

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until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period.

The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour. (B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not
separated from the highway by a fence, gate, or other
physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that
indicates a speed limit of 25 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel. (4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.

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(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.
(Amended by Stats. 2016, Ch. 208, Sec. 15. (AB 2906) Effective January 1, 2017.) ■ 22358.5 Downward Speed Zoning
It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions. (Added by Stats. 1989, Ch. 11.)
■ 22358.6 Rounding Down Speed
(a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic.
(b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed limit by five miles per hour from the nearest five-mile-per-hour increment of the 85thpercentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable.
(c) In cases in which the speed limit needs to be rounded up to the nearest five-mile-per-hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five-mile-per-hour increment. If the speed limit is

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rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b).
(d) In addition to subdivisions (b) and (c), the Department of Transportation or a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th-percentile speed.
(f) Notwithstanding subdivisions (a) to (e), inclusive, the Department of Transportation or a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction, or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.
(Amended by Stats. 2025, Ch. 287, Sec. 2. (AB 1014) Effective January 1, 2026.) ■ 22358.8 Speed Limit Retainment
(a) If the Department of Transportation or a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the Department of Transportation may or the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit on a highway that is not a freeway if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit.
(c) A peace officer shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section. (Amended by Stats. 2025, Ch. 287, Sec. 4. (AB 1014) Effective January 1, 2026.)

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■ 22359 Boundary Line Streets
With respect to boundary line streets and
highways where portions thereof are within
different jurisdictions, no ordinance adopted
under Sections 22357 and 22358 shall be
effective as to any such portion until all
authorities having jurisdiction of the portions of
the street concerned have approved the same.

This section shall not apply in the case of
boundary line streets consisting of separate
roadways within different jurisdictions.
(Amended by Stats. 163, Ch. 209.)
■ 22361 Multiple-Lane Highways
On multiple-lane highways with two or more
separate roadways different prima facie speed
limits may be established for different roadways
under any of the procedures specified in Sections
22354 to 22359, inclusive.
(Amended by Stats. 1963, Ch. 209.)
■ 40801 Speed Trap Prohibition
No peace officer or other person shall use a
speed trap in arresting, or participating or
assisting in the arrest of, any person for any
alleged violation of this code nor shall any speed
trap be used in securing evidence as to the speed
of any vehicle for the purpose of an arrest or
prosecution under this code.
(Enacted by Stats. 1959, Ch. 3.)
■ 40802 Speed Traps
(a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. “No peace officer or
other person shall use a
speed trap in
arresting...any person for
any alleged violation of
this code, nor shall any
speed trap be used in
securing evidence as to
the speed of any
vehicle...”
- Speed Trap Prohibition
California Vehicle Code (CVC)
D17 / Ch3 / Art1 / §40801
“No ordinance...shall be
effective...until all
authorities having
jurisdiction of the portions
of the street concerned
have approved the same.”
(Does not include boundary
line streets consisting of
separate roadways within
different jurisdictions)
- Boundary Line Streets
California Vehicle Code (CVC)
D11 / Ch7 / Art1 / §22359

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(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the “California Road System Maps,” it may be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length.

Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section, “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign.
(3) For purposes of this section, “senior zone” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section.
(c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was
approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in
subparagraph (A) and an additional training course of not

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less than two hours approved and certified by the
Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with
subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of
subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(d) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Highway Traffic Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A "speed trap" is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise
determined in order that the speed of a vehicle may be
calculated by securing the time it takes the vehicle to travel the known distance.
(B)
(i) A particular section of a highway or state highway
with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of
subdivision (b) of Section 22352, or established
under Section 22354, 22357, 22358, or 22358.3, if
that prima facie speed limit is not justified by an
engineering and traffic survey conducted within one
of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit
involves the use of radar or any other electronic
device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven
years.
(II) If an engineering and traffic survey was
conducted more than seven years prior to the
date of the alleged violation, and a registered
engineer evaluates the section of the
highway and determines that no significant
changes in roadway or traffic conditions have

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occurred, including, but not limited to,
changes in adjoining property or land use,
roadway width, or traffic volume, 14 years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity
district, or speed limit adopted under Section
22358.7 or 22358.8.
(Amended by Stats. 2022, Ch. 406, Sec. 5. (AB 1938) Effective January 1, 2023.) ■ 40803 Speed Trap Evidence
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(Amended by Stats. 1996, Ch. 124, Sec. 147. Effective January 1, 1997.)

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8 - References

1. 2026 California Vehicle Codes (CVC)
- Division 1: Words and Phrases Defined. §100-681
- Division 11: Rules of the Road. Chapter 7, Article 1: Generally (Speed Laws). §22348- 22413
- Division 17: Offenses and Prosecution. Chapter 3, Article 1: Prosecutions Under Code. §40800-40808

2. California Manual on Uniform Traffic Control Devices (CAMUTCD) 2026 Edition, January 18, 2026

3. - Federal Highway Administration (FHWA), as amended for use in California. - Chapter 2B: Regulatory Signs, Barricades, and Gates
- Sections 2B.13 and 2B.18

3. Federal Highway Administration Manual on Uniform Traffic Control Devices (FHWA MUTCD, 11th Edition, Rev. 1, December 2025)

4. Citywide Engineering & Traffic Survey (E&TS) Reports Conducted and Prepared by Minagar & Associates, Inc.

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Appendix A
Map of Recommended Speed Limits

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Appendix B
Map of Average Daily Traffic Flow

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Appendix C
Roadway Segment Analysis of Factors Not
Readily Apparent and Traffic Data Summary
Sheets

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CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 1 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 10:50 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23 - 32 MPH
Percent in Pace 91%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic 650 Vehicles Per Day
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment 0.65 Miles
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other Undivided

Recommended Speed Limit 25 MPH
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

MINAGAR & ASSOCIATES, INC.

Residential, School Zone
No Change
None
Slight Curve at Quiet Hills Ct., and Deborah's Notary Service; 90° Curve at West End.

Slightly Limited Sight Distance
Good
Partial/Yes
No
Adjacent Land Use
Stop - Norco Dr., Rocky View Rd.

ALHAMBRA Street Norco Drive to River Ridge Drive
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), to retain speed limit CVC §22358.8.

Equestrian Trail on South Side
Yes
No
Yes/Yes
At Norco Dr., Rocky View Rd., River Rigde Dr.

Page 159 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 2 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 10:50 AM - 11:50 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23 - 32 MPH
Percent in Pace 86%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other

Recommended Speed Limit
Speed Limit Change
Justification

Adjacent Land Use
Yes/Yes
No
Yes
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Fair
Partial/Yes
No
ALHAMBRA Street River Ridge Drive to Acacia Avenue
1980 Vehicles Per Day
2-Lane
Stop - River Ridge Dr., Cedar Ave.

Undivided
Residential, Park, Near School Zone
Equestrian Trail on South Side

0.27 Miles
None
None
Good
At River Ridge Dr., Cedar Ave.

Page 160 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 3 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 2:45 PM - 3:20 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 83%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.92 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other

Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/1/2026
Fred Minagar State Registration No. Date
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

Adjacent Land Use
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), near School Zone, to retain speed limit CVC §22358.8.

MINAGAR & ASSOCIATES, INC.

No Change
Residential, Undeveloped
25 MPH
River Road to Vine Avenue
2297 Vehicles Per Day
2-Lane
Signal - River Rd.; Signal - Vine Ave.

BLUFF Street
At River Rd.

Yes/Yes
No
Yes
Equestrian Trails

0.43 Miles
Slight Up - Down Hill at River Rd.
90° Curve at East End
Good
Good
No/Yes
No
Undivided

Page 161 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 4 DATE: 9/24/2025 SURVEY BY: Counts Unlimited
TIME: 11:05 AM - 12:50 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 35 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 74%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other

Recommended Speed Limit
Speed Limit Change
Justification

Adjacent Land Use
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Good
Good - Fair
No/Yes
None
Yes/Yes
No
Yes
Equestrian Trails

0.33 Miles
None
None
Residential
25 MPH
No
Undivided
BLUFF Street Vine Avenue to Corydon Avenue
1184 Vehicles Per Day
2-Lane
Stop - Vine Ave., Corydon Ave.

Page 162 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 5 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:50 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 20 - 29 MPH
Percent in Pace 89%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

BRANDING IRON Way Dapplegray Lane to Wild Horse Lane
1340 Vehicles Per Day
2-Lane
Stop - Dapplegray Ln., Pedley Ave.

Good
No/Yes
Yes
Undivided
Equestrian Trails

0.22 Miles
None
90° Curve at East End
Good
None
Yes/Yes
No
Yes
Residential
25 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

MINAGAR & ASSOCIATES, INC.

Page 163 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 6 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 9:55 AM - 10:25 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 29 - 38 MPH
Percent in Pace 70%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Undivided
No
MINAGAR & ASSOCIATES, INC.
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

No Change
25 MPH
Residential
Good - Fair
No/Yes
Good
Slight Curve at East St. Toward North and Buckskin Ln.

None

0.5 Miles
Equestrian Trails
Yes
No
Yes/Yes
At Sixth St.

Signal - Sixth St.
2-Lane
1803 Vehicles Per Day
CALIFORNIA Avenue Fifth Street to Sixth Street

Page 164 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 7 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 10:25 AM - 11:05 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 31 - 40 MPH
Percent in Pace 78%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 4
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.18 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

Undivided
No
Residential
MINAGAR & ASSOCIATES, INC.
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways.

Decrease
25 MPH
Fair - Poor
No/Yes
Good
None
None

0.5 Miles
Equestrian Trails
Yes
No
Yes/Yes
At Sixth St.

Signal - Sixth St.
2-Lane
9897 Vehicles Per Day
CALIFORNIA Avenue Sixth Street to Seventh Street

Page 165 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 8 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 10:20 AM - 10:40 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 31 - 40 MPH
Percent in Pace 92%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Undivided
No
Residential
MINAGAR & ASSOCIATES, INC.
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways.

Decrease
25 MPH
No/Yes
Fair - Poor
Good
None
None

0.5 Miles
Equestrian Trail
Yes
No
Yes/Yes
At Seventh St.

Stop - Seventh St., Eighth St., North Dr.
2-Lane
10617 Vehicles Per Day
CALIFORNIA Avenue Seventh Street to North Drive

Page 166 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 9 DATE: 9/24/2025 SURVEY BY: Counts Unlimited
TIME: 9:30 AM - 9:50 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 35 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 87%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Residential, Park
Undivided
No
MINAGAR & ASSOCIATES, INC.
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

Decrease
30 MPH
No/Yes
Good - Fair
Good
None
None

1.3 Miles
Bike Lanes, Equestrian Trails
Yes
No
Yes/Yes
At Shearer Park
Stop - Fifth St., Vine St., Bluff St.; Signal - Shearer Park 2-Lane
7896 Vehicles Per Day
CORYDON Avenue Fifth Street to Bluff Street

Page 167 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 10 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 1:50 PM - 2:10 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 71%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Residential
Undivided
Yes
MINAGAR & ASSOCIATES, INC.
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Decrease
25 Yes/Yes
Good - Fair
Good
Slight Curves
None

0.6 Miles
Equestrian Trails, Bike Lanes
Yes
No
Yes/Yes
At River Rd.

Stop - Bluff St., Vine Ave., Del Mar Rd.; Signal - River Rd.

Bluff Street to River Road
2-Lane
5424 Vehicles Per Day
CORYDON Avenue

Page 168 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 11 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 11:00 AM - 12:15 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 29 - 38 MPH
Percent in Pace 57%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.48 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), AB 43.

Residential, Cemetery
25 MPH
Yes
Undivided
Good
No/Yes
Slight Curve along Segment
Good

0.61 Miles
None
Yes
Equestrian Trails
Yes/Yes
No
At North Dr.
2-Lane
Signal - North Dr.; Stop - Eighth St., Seventh St.
3131 Vehicles Per Day
CRESTVIEW Drive North Drive to Seventh Street

Page 169 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 12 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 12:15 PM - 1:50 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 63%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), AB 43.

Residential
25 MPH
Yes
Undivided
Good
No/Yes
Slight Curve Toward Seventh St.

Good

0.52 Miles
None
Yes
Equestrian Trail, Bike Lanes
Yes/Yes
No
None
2-Lane
Stop - Seventh St., Mt Rushmore Dr., Mt Shasta Dr.
2384 Vehicles Per Day
CRESTVIEW Drive Seventh Street to Sixth Street

Page 170 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 13 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 1:55 PM - 3:55 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 19 - 28 MPH
Percent in Pace 93%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 1.90 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), higher than expected crash rate.

Residential
25 MPH
No/Yes
Undivided (Raised Median)
Good
No/Yes
Curvatures at Entrance of Equestrian Center, East St.

Good

0.3 Miles
Slight Uphill Toward East St.

No
Equestrian Trail
Yes/Yes
No
At Sixth St., Crestview Dr.
2-Lane
Signal - Sixth St.; Stop - Crestview Dr.
1604 Vehicles Per Day
CRESTVIEW Drive Sixth Street to Vandermelon Drive

Page 171 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 14 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 11:55 AM - 1:55 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 81%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 1.22 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Residential
25 MPH
No
Undivided
Good
No/Yes
Curvatures along Segment
Limited Sight Distance at Curvatures

0.75 Miles
Slight Up-Down Hill at Curvatures
Yes
Equestrian Trails
Yes/Yes
No
None
2-Lane
None
CRESTVIEW Drive Vandermelon Drive to Wild Horse Lane
1001 Vehicles Per Day

Page 172 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 15 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 10:50 AM - 11:55 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 68%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Residential
25 MPH
No
Undivided
Good
No/Yes
Curvatures along Segment
Limited Sight Distance at Curvatures

0.6 Miles
None
Yes
Equestrian Trails
Yes/Yes
No
None
2-Lane
Stop - Wild Horse Ln., Valley Dr.

CRESTVIEW Drive Wild Horse Lane to Valley Drive
1333 Vehicles Per Day

Page 173 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 16 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 11:40 AM - 12:00 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23 - 32 MPH
Percent in Pace 89%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
25 MPH
Undivided
Residential
No/Yes
MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

No
Good
Good
None
None
Bike Lanes, Equestrian Trails

0.5 Miles
No
Yes
None
Yes/Yes
Stop - Valley View Ave., Woodward Ave., Sierra Ave.; Signal - Hamner Ave. 6403 Vehicles Per Day
2-Lane
DETROIT Street Valley View Avenue to Hamner Avenue

Page 174 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 17 Hillside Avenue to Dogwood Way
DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 12:30 PM - 1:30 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 30 Miles
10 MPH Pace 24 - 33 MPH
Percent in Pace 87%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
25 MPH
Undivided
Residential
MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

No/Yes
No
Limited Sight Distance at Curvatures
Good
None
Curvatures along Segment
Equestrian Trails on South Side

0.56 Miles
No
Yes
None
Yes/Yes
Stop - Hillside Ave., Harness Ln.
2809 Vehicles Per Day
2-Lane
EL PASO Drive

Page 175 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 18 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 2:00 PM - 3:55 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 82%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), retain previously adopted speed limit CVC §22358.8.

No/Yes
No
Limited Sight Distance at Curvatures
Good
None
Curvatures along Segment
Equestrian Trail on West Side

0.45 Miles
No
No
At Hidden Valley Pkwy
Yes/Yes
Stop - Bridlecrest Rd., Thoroughbred Ln.; Signal -Valley Pkwy 1484 Vehicles Per Day
2-Lane
EL PASO Drive Dogwood Way to Hidden Valley Parkway

Page 176 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 19 Corydon Avenue to Norconian Drive
DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 2:05 PM - 2:25 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 48 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 69%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), downgraded further to not create a speed trap with the following segment (35 MPH) CVC §40802, retain speed limit CVC §22358.8.

No/Yes
No
Good
Good
None
None
Equestrian Trail on North Side

0.7 Miles
No
No
None
No/Yes
Stop - Norco Dr.
7085 Vehicles Per Day
4-Lane
FIFTH Street

Page 177 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 20 Norconian Drive to Hamner Avenue
DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 1:40 PM - 2:05 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 32 - 41 MPH
Percent in Pace 83%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), near park.

Partial/Yes
Yes
Good
Good
None
Slight Curvatures at Norconian Dr. and Horseless Carriage Dr.

Equestrian Trail

0.5 Miles
No
Yes
At Hamner Ave.

Yes/Yes
Signal - Hamner Ave.
8552 Vehicles Per Day
2-Lane
FIFTH Street

Page 178 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 21 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 3:30 PM - 3:50 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 85%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
4002 Vehicles Per Day
FIFTH Street Hamner Avenue to Corona Avenue
Signal - Hamner Ave.; Stop - Valley View Ave., Corona Ave.

At Hamner Ave.

No
Yes/Yes
Equestrian Trail on South Side
No
Slight Up-Down Hill along Segment

0.7 Miles
Good
None
No/Yes
Fair - Poor
Undivided
No
25 MPH
Residential
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

No Change
MINAGAR & ASSOCIATES, INC.

Page 179 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 22 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:20 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 85%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
2953 Vehicles Per Day
FIFTH Street Corona Avenue to Hillside Avenue
2-Lane
Stop - Corona Ave., Temescal Ave., Hillside ave.

None
No
Yes/Yes
Equestrian Trails
No
Slight Up-Down Hill along Segment

0.5 Miles
Good
None
No/Yes
Good
Undivided
No
25 MPH
Residential
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

No Change
MINAGAR & ASSOCIATES, INC.

Page 180 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 23 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 1:05 PM - 1:55 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 35 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 78%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
2580 Vehicles Per Day
FIFTH Street Hillside Avenue to California Avenue
2-Lane
Stop - Hillside Ave., Pedley Ave.

None
No
Yes/Yes
Equestrian Trails
Partial
None

0.4 Miles
Good
None
No/Yes
Good
Undivided
No
25 MPH
Residential
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), to retain previously adopted speed limit CVC §22358.8.

No Change
MINAGAR & ASSOCIATES, INC.

Page 181 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 24A
DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 10:45 AM - 11:05 AM CHECK BY: P. Navarro
1 - PREVAILING SPEED DATA
85th Percentile 44 Miles
10 MPH Pace 35 - 44 MPH
Percent in Pace 77%
Posted Speed Limit NP, 40 MPH in City of Corona (EB)
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.30 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 7/29/2026
Fred Minagar State Registration No. Date
12162 Vehicles Per Day
FIRST Street Parkridge Ave to Mountain Ave
3-Lane
Signal - Parkridge Ave., Mountain Ave., Hamner Ave.

At Parkridge Ave., Mountain Ave., Hamner Ave.

No
Yes/Yes
Equestrian Trail on North Side
No
None

0.25 Miles
Good
None
Partial/Yes
Good - Poor
Undivided
No
30 MPH
Commercial
85th percentile speed downgraded to not create a speed trap with the following segment (25 MPH) CVC §40802, CVC §22353 (Adjacent Equestrian Trail), to retain speed limit CVC §22358.8.

Establish New Posted Speed Limit
MINAGAR & ASSOCIATES, INC.

Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

Page 182 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 24B
DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 10:45 AM - 11:05 AM CHECK BY: P. Navarro
1 - PREVAILING SPEED DATA
85th Percentile 44 Miles
10 MPH Pace 35 - 44 MPH
Percent in Pace 77%
Posted Speed Limit 30 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.30 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 7/29/2026
Fred Minagar State Registration No. Date
12162 Vehicles Per Day
FIRST Street Mountain Ave to Hamner Ave
3-Lane
Signal - Parkridge Ave., Mountain Ave., Hamner Ave.

At Parkridge Ave., Mountain Ave., Hamner Ave.

No
Yes/Yes
Equestrian Trail on North Side
No
None

0.25 Miles
Good
None
Partial/Yes
Good - Poor
Undivided
No
25 MPH
Residential, Commercial
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Decrease
MINAGAR & ASSOCIATES, INC.

Page 183 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 25 DATE: 10/8/2025 SURVEY BY:Counts Unlimited
TIME: 12:00 PM - 2:00 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 83%
Posted Speed Limit 30 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
268 Vehicles Per Day
FIRST Street Valley View Avenue to Corona Avenue
2-Lane
None
Stop - Valley View Ave., Corona Ave.

No
Yes/Yes
Equestrian Trails
No
None

0.4 Miles
Good
None
No/Yes
Good
Undivided
No
30 MPH
Residential
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

No Change
MINAGAR & ASSOCIATES, INC.

Page 184 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 26 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:20 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 32 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 85%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
2265 Vehicles Per Day
FIRST Street Corona Avenue to Hillside Avenue
2-Lane
Stop - Corona Ave., Temescal Ave.

None
Yes/Yes
No
No
Equestrian Trails

0.5 Miles
Up-Down Hill alonng Segment
None
Good
Fair
No/Yes
No
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 185 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 27 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 3:15 PM - 3:35 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 69%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
3614 Vehicles Per Day
FOURTH Street Clark Avenue to Valley View Avenue
2-Lane
Stop - Clark Ave., ; Signal - Hamner Ave.,
At Hamner Ave.

Yes/Yes
No
No
Equestrian Trail on South Side

0.6 Miles
None
None
Good
Good
Partial/Yes
No
Undivided
Residential, Commercial
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 186 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 28 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 2:50 PM - 3:15 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 22 - 31 MPH
Percent in Pace 88%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
3979 Vehicles Per Day
FOURTH Street Valley View Avenue to Hillside Avenue
2-Lane
Stop - Valley View Ave., Temescal Ave., Hillside Ave.

None
Yes/Yes
No
No
Equestrian Trail on South Side

0.75 Miles
None
None
Good
Fair - Poor
No/Yes
No
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 187 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 29 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 10:40 AM - 11:00 AM CHECK BY: P. Navarro
1 - PREVAILING SPEED DATA
85th Percentile 48 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 64%
Posted Speed Limit 50 MPH North of Sixth St, 45 MPH Posted North of City Limit (City of Eastvale) 45 MPH in City of Eastvale (SB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 2
Total Accidents 4
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.09 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 7/29/2026
Fred Minagar State Registration No. Date
HAMNER Avenue North City Limit to Sixth Street
31669 Vehicles Per Day
4,6-Lane
Signal - Citrus St., Detroit St., Alhambra St., Sixth St.

At Citrus St., Detroit St., Alhambra St., Sixth St.

Yes/Yes
Yes
No
Bus Stops

0.64 Miles
None
None
Good
Good
Partial/Yes
Yes
Undivided (Raised Median)
Residential, Park
45 MPH
Decrease
85th percentile speed downgraded due to abutting park and School Zone.

Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

MINAGAR & ASSOCIATES, INC.

Page 188 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 30 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 10:20 AM - 10:40 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 47 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 66%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 2
Total Accidents 5
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.16 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
HAMNER Avenue Sixth Street to Fifth Street
24808 Vehicles Per Day
4-Lane
Signal - Sixth St., Chapparal Center, Fifthh St.

At Sixth St., Chapparal Center, Fifthh St.

Yes/Yes
No
No
Bus Stops

0.45 Miles
None
None
Good
Good
Partial/Yes
No
Divided (Raised Median)
Commercial
40 MPH
No Change
85th percentile speed downgraded due to abutting park, retail and business center.

MINAGAR & ASSOCIATES, INC.

Page 189 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 31 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 10:00 AM - 10:20 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 44 Miles
10 MPH Pace 35 - 44 MPH
Percent in Pace 73%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 4-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6.

Commercial
40 MPH
No
Undivided
Good
Yes/Yes
None
Good

0.45 Miles
None
No
Bus Stops
Yes/Yes
Yes
At Fifth St., Town and Country Dr., Fourth St.

Signal - Fifth St., Town and Country Dr., Fourth St.
24994 Vehicles Per Day
HAMNER Avenue Fifth Street to Fourth Street

Page 190 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 32 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 9:40 AM - 10:00 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 33 - 42 MPH
Percent in Pace 83%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 1
Total Accidents 3
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.03 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Commercial
40 MPH
No
Undivided
Good
Yes/Yes
None
Good
1 Miles
None
No
Bus Stops
Yes/Yes
Yes
At Fourth St., Market St., Third St., Auto Mall Dr., Second St. 4-Lane
Signal - Fourth St., Market St., Third St., Auto Mall Dr., Second St. 31831 Vehicles Per Day
HAMNER Avenue Fourth Street to Second Street

Page 191 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 33 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 9:20 AM - 9:40 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 48 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 73%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 3
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded because segment has high concentration of retail stores, offices, etc., passing with high caution of vehicle and pedestrian activities, to maintain continuity of speed limit across segment.

Commercial
40 MPH
No
Undivided (Raised Median at Intersection of Second St.) Good
Yes/Yes
None
Good

0.6 Miles
None
No
Bus Stops
Yes/Yes
Yes
At Second St., First St.
4-Lane
Signal - Second St., First St.
26497 Vehicles Per Day
HAMNER Avenue Second Street to First Street

Page 192 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 34 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:20 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 29 - 38 MPH
Percent in Pace 74%
Posted Speed Limit 40 MPH 40 MPH in City of Corona (NB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
No change.

Commercial
40 MPH
No
Divided (Raised Median)
Good
Yes/Yes
None
Good

0.5 Miles
None
No
Bus Stops
Yes/Yes
Yes
At First St., Gateway Center Dr., Mountain Ave.
4,6-Lane
Signal - First St., Gateway Center Dr., Mountain Ave., Gateway Market Pl.

HAMNER Avenue First Street to South City Limit
28779 Vehicles Per Day

Page 193 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 35 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 10:30 AM - 11:10 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 46 Miles
10 MPH Pace 36 - 45 MPH
Percent in Pace 81%
Posted Speed Limit 45 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 2
Total Accidents 2
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.26 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Commercial, Residential
45 MPH
Yes
Undivided (Raised Median at Intersections of Hamner Ave. to Garland Way) Good
Partial/Yes
Slight Curvatures along Segment
Good

0.5 Miles
None
No
Equestrian Trail, Bake Lanes
Yes/Yes
No
Garland Way, Marketplace
At Hamner Ave., Garland Way, Marketplace
4-Lane
Signal - Hamner Ave., I-15 SB Off Ramp, I-15 SB On Ramp, Lonesome Dove Ct., HIDDEN VALLEY Parkway Hamner Avenue to 4000' East of I-15 13961 Vehicles Per Day

Page 194 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 36 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 11:10 AM - 11:30 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 51 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 72%
Posted Speed Limit 45 MPH 45 MPH in City of Corona (EB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 4
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 4-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Divided (Raised Median)
Residential
45 MPH
Good
Yes/Yes
MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

Yes
None
S-Curvature along Segment
Limited Sight Distance at Curvatures
No
Equestrian Trail on North Side, Bike Lanes

0.5 Miles
At El Paseo Dr.

Yes/Yes
No
20248 Vehicles Per Day
Signal - El Paseo Dr.

HIDDEN VALLEY Parkway 4000' East of I-15 to El Paso Drive

Page 195 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 37 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 11:30 AM - 11:50 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 48 Miles
10 MPH Pace 41 - 50 MPH
Percent in Pace 71%
Posted Speed Limit 45 MPH 45 MPH in City of Corona (EB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Divided (Raised Median)
Residential
45 MPH
Good
Yes/No
MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, CVC §22353 (Adjacent Equestrian Trail).

Yes
None
Curvatures along Segment
Limited Sight Distance at Curvatures
None
Equestrian Trail on North Side, Bike Lanes

0.5 Miles
At El Paseo Dr., Norco Hills Rd.

Yes/Yes
None
22918 Vehicles Per Day
4-Lane
Signal - El Paseo Dr., Norco Hills Rd.

HIDDEN VALLEY Parkway El Paso Drive to Norco Hills Road

Page 196 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 38 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 1:50 PM - 2:10 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 88%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Undivided
Residential, Undeveloped
25 MPH
Good
MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, CVC §22353 (Adjacent Equestrian Trail), to retain speed limit CVC §22358.8.

No/Yes
No
None
Curvatures along Segment
Limited Sight Distance at Curvatures
No
Equestrian Trails

0.4 Miles
None
Yes/Yes
No
3484 Vehicles Per Day
2-Lane
Stop - El Paseo Dr., Second St.

HILLSIDE Avenue First Street to Second Street

Page 197 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 39 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 1:30PM - 1:50 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 33 - 42 MPH
Percent in Pace 67%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

HILLSIDE Avenue Second Street to Third Street
Undivided
Residential, School Zone, Undeveloped
2366 Vehicles Per Day
2-Lane
Stop - Second St., Third St.

None
Yes/Yes
No
No
Equestrian Trails
25 MPH
No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), to retain speed limit CVC §22358.8.

MINAGAR & ASSOCIATES, INC.

0.4 Miles
None
Slight Curvatures along Segment
Good
Good
No/Yes
Yes

Page 198 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 40 Third Street to Fourth Street
DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 2:10 PM - 2:45 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 32 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 91%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

HILLSIDE Avenue
2063 Vehicles Per Day
2-Lane
Stop - Fourth St.

None
Yes/Yes
No
Partial
Equestrian Trails
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

0.5 Miles
None
Curvatures along Segment
Limited Sight Distance at Curvatures
Fair
No/Yes
No
Undivided
Residential

Page 199 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 41 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 2:45 PM - 3:05 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 75%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Residential
25 MPH
No
Undivided
Poor
No/Yes
None
Good

0.4 Miles
None
Partial
Equestrian Trails
Yes/Yes
No
None
Stop - Fourth St., Fifth St.
2062 Vehicles Per Day
HILLSIDE Avenue Fourth Street to Fifth Street

Page 200 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 42 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 3:05 PM - 3:55 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 69%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail)..

Residential
25 MPH
No
Undivided
Good
No/Yes
None
Good

0.5 Miles
None
Partial
Equestrian Trails on West Side
Yes/Yes
No
At Sixth St.
2-Lane
Stop - Fifth St.; Signal - Sixth St.
1661 Vehicles Per Day
HILLSIDE Avenue Fifth Street to Sixth Street

Page 201 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 43 DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 9:35 AM - 9:55 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 45 Miles
10 MPH Pace 37 - 46 MPH
Percent in Pace 71%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded to retain speed limit CVC §22358.8.

Commercial
40 MPH
No
Undivided
Good
Yes/Yes
Curvatures along Segment
Limited Sight Distance at Curvatures

0.27 Miles
None
No
None
Yes/Yes
No
At Hamner Ave., First St.
4-Lane
Signal - Hamner Ave., First St.
8084 Vehicles Per Day
MOUNTAIN Avenue Hamner Avenue to First Street

Page 202 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 44 DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:35 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 35 - 44 MPH
Percent in Pace 65%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Commercial
40 MPH
No
Undivided
Good
Partial/Yes
None
Good

0.5 Miles
None
Yes
Equestrian Trails on West Side
Yes/Yes
No
At Second St.
4-Lane
Signal - First St., Eisen Ranch Way, Second St.

MOUNTAIN Avenue First Street to Second Street
3247 Vehicles Per Day

Page 203 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 45 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 11:00 AM - 11:40 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 34 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 84%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic 5188 Vehicles Per Day
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Residential
35 MPH
Partial
Undivided
Good
Partial/Yes
Slight Curve at Rocky View Rd.

Good

0.72 Miles
Slight Up-Down Hills along Segment
Yes
Bike Lanes, Equestrian Trails
Yes/Yes
No
At Hamner Ave., River Ridge Dr., Rocky View Rd., Alhambra St. 2-Lane
Signal - Hamner Ave.; Stop - Cedar Ave., River Ridge Dr., Rocky View Rd., Alhambra St.

NORCO Drive Hamner Avenue to Alhambra Street

Page 204 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 46 DATE: 9/24/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:30 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 31 - 40 MPH
Percent in Pace 86%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Residential
35 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, to maintain segment continuity.

Undivided
MINAGAR & ASSOCIATES, INC.

Good
No/Yes
At Intersections
Slight Curve at the Middle of the Segment
Good

0.5 Miles
None
Yes
Equestrian Trails, Bike Lanes
At Alhambra St.

Yes/Yes
No
Stop - Alhambra St., Silver Cloud Dr., Shadow Canyon Cir., Fifth St. 2752 Vehicles Per Day
NORCO Drive Alhambra Street to Fifth Street

Page 205 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 47 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 11:50 AM - 12:30 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 49 Miles
10 MPH Pace 40 - 49 MPH
Percent in Pace 58%
Posted Speed Limit 50 MPH 50 MPH in City of Corona (NB/EB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.24 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Residential
50 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Undivided
MINAGAR & ASSOCIATES, INC.

Good
On the West Side/No
At Intersections
Slight Curve along Segment
Limited Sight Distance at Curves
1 Miles
Up-Down Hill Curves along Segment
No
Equestrian Trail on the West Side
At Hidden Valley Pkwy.

Yes/Yes
No
Signal - Hidden Valley Pkwy.; Stop - Valley Dr.
3518 Vehicles Per Day
2-Lane
NORCO HILLS Road Hidden Valley Parkway to Valley Drive

Page 206 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 48 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 11:40 AM - 1:40 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 30 - 39 MPH
Percent in Pace 72%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Residential, undeveloped
35 MPH
Establish Posted Speed Limit
85th percentile speed downgraded due to limited sight distance.

Undivided
MINAGAR & ASSOCIATES, INC.

Good
No/Few
No
Curves along Segment
Limited Sight Distance at Curves

0.48 Miles
Up-Down Hill Curves along Segment
No
Equestrian Trails
None
Yes/Yes
No
Stop - Fifth St., Norco Dr.
1011 Vehicles Per Day
2-Lane
NORCONIAN Drive Fifth Street to Norco Drive

Page 207 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 49 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 10:40 AM - 11:00 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 29 - 38 MPH
Percent in Pace 75%
Posted Speed Limit 40 MPH 40 MPH in City of Riverside (WB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

At Intersections
Good
Fair
None
None
Equestrian Trails

0.3 Miles
No
No
At Crestview Dr.

Yes/Yes
Stop - California Ave.; Signal - Crestview Dr.
10640 Vehicles Per Day
2-Lane
NORTH Drive California Avenue to East City Limit

Page 208 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 50 DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 9:55 AM - 10:45 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 30 - 39 MPH
Percent in Pace 63%
Posted Speed Limit 40 MPH 40 MPH in City of Corona (NB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected.

Yes
Good - Poor
None
Slight Curve at Second St.

Good
Equestrian Trails on the East Side

0.3 Miles
No
No
At George Washington Elementary School, First St.

Yes/Yes
Stop - Second St., Western Ave.; Signal - First St.
0 Vehicles Per Day
2-Lane
PARKRIDGE Avenue Second Street to South City Limit

Page 209 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 51 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 11:25 AM - 12:45 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 24 - 33 MPH
Percent in Pace 71%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Residential
25 MPH
No
Undivided
Good
No/Yes
None
Good

0.5 Miles
None
Yes
Equestrian Trail on the West Side
Yes/Yes
No
At Sixth St.

Stop - Seventh St.; Signal - Sixth St.
1704 Vehicles Per Day
PEDLEY Avenue Seventh Street to Sixth Street

Page 210 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 52 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 12:45 PM - 1:05 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 63%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail), near School Zone.

Residential, School Zone
25 MPH
No
Undivided
Good - Fair
Yes/Yes
None
Good

0.5 Miles
None
No
Equestrian Trail on the West Side
Yes/Yes
No
At Sixth St.
2-Lane
Signal - Sixth St.; Stop - Fifth St.
1662 Vehicles Per Day
PEDLEY Avenue Sixth Street to Fifth Street

Page 211 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 53 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 3:20 PM - 3:40 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 45 Miles
10 MPH Pace 34 - 43 MPH
Percent in Pace 67%
Posted Speed Limit 45 MPH 55 MPH in City of Eastvale (SB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
No change.

Commercial, Residential, Agricultural
45 MPH
Yes
Undivided
Good
Yes/Yes
Slight Curves alog Segment
Good

0.77 Miles
None
No
Equestrian on the South Side
Yes/Yes
Yes
At Bluff St., Sundance Ln., Corydon Ave.
2,4-Lane
Signal - Bluff St., Sundance Ln., Corydon Ave.
24302 Vehicles Per Day
RIVER Road North City Limit to Corydon Avenue

Page 212 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 54 DATE: 10/7/2025 SURVEY BY: Counts Unlimited
TIME: 3:40 PM - 4:00 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 51 Miles
10 MPH Pace 42 - 51 MPH
Percent in Pace 71%
Posted Speed Limit 45 MPH 45 MPH in City of Corona (SB) 2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to continuity of speed across segment.

Residential
45 MPH
Yes
Divided (Raised Median)
Good
On The South Side/No
None
Good

0.6 Miles
None
No
Bike Lanes
Yes/Yes
Yes
At Corydon St., Second St.
4-Lane
Signal - Corydon St., Second St.

RIVER Road Corydon Avenue to Second Street (SCL)
24596 Vehicles Per Day

Page 213 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 55 DATE: 9/25/2025 SURVEY BY: Counts Unlimited
TIME: 9:20 AM - 10:30 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 34 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 70%
Posted Speed Limit 25
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

MINAGAR & ASSOCIATES, INC.

Increase
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail), near park.

Residential
30 MPH
None
Undivided
Good
No/Yes
Curvatures along Segment
Limited Sight Distance at Curves

0.2 Miles
None
Yes
Equestrian on East Side
Yes/Yes
No
None
2-Lane
Stop - Thoroughbed Ln., First St.

ROCK SPRINGS Avenue First Street to Thoroughbred Lane
2335 Vehicles Per Day

Page 214 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 56 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 2:20 PM - 2:30 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 30 - 39 MPH
Percent in Pace 78%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

No
Limited Sight Distance at Curves
Good
None
Slight Curves Between River Rd. and Parkridge Ave.

Equestrian Trails

0.82 Miles
No
No
At - River Rd.

Yes/Yes
Signal - River Rd., Mountain Ave.; Stop - Parkridge Ave., Western Ave., Pacific Ave. 9909 Vehicles Per Day
SECOND Street River Road to Mountain Avenue

Page 215 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 57 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 2:30 PM - 2:50 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 31 - 40 MPH
Percent in Pace 78%
Posted Speed Limit 35
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

No Change
85th percentile speed downgraded to retain speed limit CVC §22358.8.

Yes/Yes
Partial
Good
Good
None
None
None

0.27 Miles
No
No
At Mountain Ave., Hamner Ave.

Yes/Yes
Signal - Mountain Ave., Hamner Ave.
13469 Vehicles Per Day
4-Lane
SECOND Street Mountain Avenue to Hamner Avenue

Page 216 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 58 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 2:50 PM - 3:10 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 81%
Posted Speed Limit 25
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

Increase
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

No/Yes
Yes
Good
Good
None
None
Equestrian Trails

0.5 Miles
Few
No
At Hamner Ave., Valley View Ave.

Yes/Yes
Signal - Hamner Ave., I-15 Ramps; Stop - Valley View Ave., Corona Ave. 11321 Vehicles Per Day
4-Lane
SECOND Street Hamner Avenue to Corona Avenue

Page 217 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 59 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 3:10 PM - 3:30 PM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 71%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
25 MPH
Undivided
Residential
MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closely-spaced driveways, CVC §22353 (Adjacent Equestrian Trail)..

No/Yes
Yes
Good
Good
None
Slight Curve at Corona Ave.

Equestrian Trails

0.5 Miles
No
No
None
Yes/Yes
Stop - Corona Ave., Temescal Ave., Hillside Ave.
7262 Vehicles Per Day
2-Lane
SECOND Street Corona Avenue to Hillside Avenue

Page 218 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 60 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 9:50 AM - 10:20 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 24 - 33 MPH
Percent in Pace 77%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
25 MPH
Undivided
Residential
MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closely-spaced driveways, CVC §22353 (Adjacent Equestrian Trail).

No/Yes
Yes
Good
Good-Fair
None
None
Equestrian Trails

0.25 Miles
No
Yes
None
Yes/Yes
Stop - Corona Ave., Valley View Ave.
3150 Vehicles Per Day
2-Lane
SEVENTH Street Valley View Avenue to Corona Avenue

Page 219 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 61 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 9:30 AM - 9:50 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 30 Miles
10 MPH Pace 22 - 31 MPH
Percent in Pace 84%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No.
3661 Vehicles Per Day
SEVENTH Street Corona Avenue to Hillside Avenue
Stop - Hillside Ave., Center Ave., Temescal Ave., Corona Ave.

None
Yes/Yes
No
Yes
Equestrian Trials

0.5 Miles
None
None
Limited sight distance at curvature
Good-Fair
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail)..

MINAGAR & ASSOCIATES, INC.

Page 220 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 62 DATE: 9/18/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:30 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 69%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
2977 Vehicles Per Day
SEVENTH Street Hillside Avenue to California Avenue
2-Lane
Stop - Californial Ave., Pedley Ave., Hillside Ave.

None
Yes/Yes
No
Yes
Equestrian Trails

0.8 Miles
None
None
Good
Good
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 221 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 63 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 10:00 AM - 10:30 AM CHECK BY: G. Le
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 77%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
3912 Vehicles Per Day
SIERRA Avenue Fifth Street to Sixth Street
2-Lane
Signal - Sixth St.; Stop - Fifth St.

At Sixth St.

Yes/Yes
Few
Yes
Equestrian Trails

0.5 Miles
None
None
Good
Good-Fair
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 222 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 64 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:20 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 32 - 41 MPH
Percent in Pace 83%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 2
Total Accidents 3
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.19 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
SIXTH Street Hamner Avenue to Valley View Avenue
23862 Vehicles Per Day
4-Lane
Signal - Valley View Ave., Sierra Ave., I-15 Ramps, Hamner Ave.

At Valley View Ave., Sierra Ave., Ahmner Ave.

Yes/Yes
Yes
No
Equestrian Trails, Raised Median

0.41 Miles
None
None
Good
Fair-Good
No/Yes
Yes
Undivided
Commercial
35 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected to retain speed limit CVC §22358.8, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 223 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 65 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 9:40 AM - 10:00 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 32 - 41 MPH
Percent in Pace 89%
Posted Speed Limit 35
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 2
Total Accidents 3
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.13 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
SIXTH Street Valley View Avenue to Hillside Avenue
20820 Vehicles Per Day
4-Lane
Signal - Hillside Ave., Temescal Ave., Corona Ave., Avlley View Ave.

At Hillside Ave., Temescal Ave., Corona Ave., Avlley View Ave.

Yes/Yes
Yes
No
Equestrian Trails

0.7 Miles
None
None
Good
Good
No/Yes
Yes
Undivided
Commercial
35 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 224 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 66 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 11:05 AM - 11:25 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 32 - 41 MPH
Percent in Pace 81%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 4-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
13177 Vehicles Per Day
SIXTH Street Hillside Avenue to California Avenue
Signal - California Ave., Pedley Ave., Hillside Ave.

At California Ave., Pedley Ave., Hillside Ave.

Yes/Yes
Few
None
Equestrian Trails

0.41 Miles
None
None
Good
Good
No/Yes
Yes
Undivided
Commercial
35 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected to retain speed limit CVC §22358.8, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 225 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 67 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 10:25 AM - 10:45 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 33 - 39 MPH
Percent in Pace 75%
Posted Speed Limit 35
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.96 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
3820 Vehicles Per Day
SIXTH Street California Avenue to Crestview Drive
2-Lane
Signal - California Ave., Crestview Dr.

At California Ave., Crestview Dr.

Yes/Yes
No
No
Equestrian Trails

0.25 Miles
None
None
Good
Fair
No/Yes
Yes
Undivided
Residential
35 MPH
No Change
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 226 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 68 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 10:30 AM - 10:50 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 29 - 38 MPH
Percent in Pace 72%
Posted Speed Limit 30
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
2446 Vehicles Per Day
THIRD Street Valley View Avenue to Hamner Avenue
2-Lane
Signal - Hamner Ave.; Stop - Valley View Ave.

At Hamner Ave.

Yes/Yes
Few
Yes
Equestrian Trail

0.27 Miles
None
None
Good
Fair-Poor
Yes/Yes
Yes
Undivided
Residential, Commercial
35 MPH
Increase
Nearest five miles per hour increment to the 85th Percentile Speed selected rounded down as per CVC §22358.6, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 227 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 69 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 10:50 AM - 11:20 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 32 - 41 MPH
Percent in Pace 72%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.94 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 12/8/2025
Fred Minagar State Registration No. Date
THIRD Street Hamner Avenue to West End Drive
9293 Vehicles Per Day
4-Lane
Stop - Mustang Cir.; Signal - Hamner Ave.

At High School Entrance, Hamner Ave.

Yes/Yes
Few
No
Equestrian Trail, Raised Median

0.7 Miles
None
Slight Curves along Segment
Good
Good
Yes/Yes
Yes
Divided
Commercial, School Zone
35 MPH
No Change
85th percentile speed downgraded due to abutting School Zone, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 228 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 70 DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 11:05 AM - 1:20 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23 - 32 MPH
Percent in Pace 78%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/1/2026
Fred Minagar State Registration No. Date
THOROUGHBRED Lane El Paso Drive to Sedona Lane
414 Vehicles Per Day
2-Lane
Stop - Sedona Ln., Rock Spring Ave., El Paso Dr.

None
Yes/Yes
No
Yes
Equestrian Trails

0.8 Miles
Slight up/downhill grades
Curvatures along Segment
Limited sight distance
Good
Partial/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded to retain speed limit CVC §22358.8.

MINAGAR & ASSOCIATES, INC.

Page 229 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 71 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:55 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 46 Miles
10 MPH Pace 38 - 47 MPH
Percent in Pace 65%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.09 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane (Urban)
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
1783 Vehicles Per Day
VALLEY Drive Country Club Drive to Friesian Street
Stop - Country Club Dr., Friesian St.

None
Yes/Yes
None
Yes
Equestrian Trail

0.29 Miles
None
Slight Curves along Segment
Limited sight distance at curvature
Good
No/Yes
Yes
Undivided
Undeveloped, golf course
40 MPH
Increase
85th percentile speed downgraded due to CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 230 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 72 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 11:20 AM - 11:40 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 39 Miles
10 MPH Pace 30 - 39 MPH
Percent in Pace 80%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
4992 Vehicles Per Day
VALLEY VIEW Avenue Seventh Street to Detroit Street
2-Lane
Stop - Detroit St.

None
Yes/Yes
None
Yes
Equestrian Trails

0.25 Miles
None
None
Good
Fair
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 231 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 73 DATE: 10/8/2025 SURVEY BY: Counts Unlimited
TIME: 9:20 AM - 9:40 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 34 Miles
10 MPH Pace 25 - 34 MPH
Percent in Pace 77%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
1903 Vehicles Per Day
VALLEY VIEW Avenue Detroit Street to Fifth Street
2-Lane
Stop - Detroit St., Fifth St. ; Signal - Sixth St.

At Sixth St.

Yes/Yes
None
Yes
Equestrian trails

0.75 Miles
None
None
Good
Fair-Good
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 232 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 74 DATE: 9/23/2025 SURVEY BY: Counts Unlimited
TIME: 3:35 PM - 3:55 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 35 Miles
10 MPH Pace 27 - 36 MPH
Percent in Pace 84%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
VALLEY VIEW Avenue Third Street to Second Street
3160 Vehicles Per Day
2-Lane
Stop - Third St., Willow Dr., Second St.

None
Yes/Yes
None
Yes
Equestrian Trails

0.6 Miles
None
Slight Curves along Segment
Good
Fair
No/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 233 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 75 DATE: 9/24/2025 SURVEY BY: Counts Unlimited
TIME: 9:50 AM - 11:05 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 34 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 76%
Posted Speed Limit 25
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
VINE Street Corydon Avenue (N) to Bluff Street
1267 Vehicles Per Day
2-Lane
Stop - Bluff St., Corydon Ave.

None
Yes/Yes
None
Yes
Equestrian Trail, Bike Lanes

0.6 Miles
None
Slight Curves along Segment
Good
Good
Yes/Yes
Yes
Undivided
Residential
25 MPH
No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

MINAGAR & ASSOCIATES, INC.

Page 234 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 76 DATE: 10/16/2025 SURVEY BY: Counts Unlimited
TIME: 11:50 AM - 1:50 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 30 Miles
10 MPH Pace 22 - 31 MPH
Percent in Pace 93%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2-Lane
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
Stop - Bluff St., Corydon Ave.
382 Vehicles Per Day
VINE Avenue Bluff Street to Corydon Avenue (S)
Yes/Yes
None
None

0.6 Miles
None
Yes
Equestrian Trails
Good
Partial/Yes
Slight Curve at Bluff St.

Good
Residential, Business
25 MPH
Yes
Undivided
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Page 235 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 77 DATE: 10/9/2025 SURVEY BY: Counts Unlimited
TIME: 1:30 PM - 2:30 PM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 28 - 37 MPH
Percent in Pace 80%
Posted Speed Limit 25
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
2-Lane
Stop - Branding Iron Way, Cavaletti Ln.
1552 Vehicles Per Day
WILD HORSE Lane Branding Iron Way to Cavaletti Lane
Yes/Yes
No
None

0.21 Miles
None
Yes
Equestrian Trails
Fair
No/Yes
Slight Curves along Segment
Good
Residential
25 MPH
Yes
Undivided
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Page 236 of 401 ends

CITY OF NORCO
2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 78 DATE: 10/15/2025 SURVEY BY: Counts Unlimited
TIME: 9:50 AM - 10:50 AM CHECK BY: O. Nassar
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 26 - 35 MPH
Percent in Pace 79%
Posted Speed Limit 25
2 - ACCIDENT HISTORY
No. of Months Observed 36
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 1.68 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 2/25/2026
Fred Minagar State Registration No. Date
2-Lane
Stop - Cavaletti Ln.
1244 Vehicles Per Day
WILD HORSE Lane Cavaletti Lane to Crestview Drive
Yes/Yes
None
None

0.28 Miles
None
Yes
Equestrian Trails
Good
No/Yes
Slight Curves along Segment
Good
Residential
25 MPH
Yes
Undivided
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Norco was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD). Data contained in this report represents a true and accurate description of traffic conditions existing on Norco's streets.

MINAGAR & ASSOCIATES, INC.

No Change
85th percentile speed downgraded due to abutting residential frontage (CVC §515) and closelyspaced driveways, CVC §22353 (Adjacent Equestrian Trail).

Page 237 of 401 ends

2025 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF NORCO, CA
MINAGAR & ASSOCIATES, INC.

Appendix D
Radar Speed Survey Sheets

Page 238 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Alhambra Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norco Drive - River Ridge Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 2 1 34 X X X 3
33 1 0 33 X 1
32 5 4 32 X X X X X X X X X 9 *
31 3 7 31 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 6% 2% 4%
29 3 6 29 X X X X X X X X X 9 P
28 6 6 28 X X X X X X X X X X X X 12 A % In Pace: 88% 94% 91% 27 5 3 27 X X X X X X X X 8 C
26 7 5 26 X X X X X X X X X X X X 12 E % Under Pace: 6% 4% 5% 25 6 6 25 X X X X X X X X X X X X 12 *
24 3 1 24 X X X X 4 * Average Speed: 27 MPH 27 MPH 27 MPH 23 3 7 23 X X X X X X X X X X 10 *
22 2 1 22 X X X 3 Pace Speed: 23 - 32 MPH 23 - 32 MPH 23 - 32 MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 24 MPH 23 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/16/25

Page 239 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Alhambra Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: River Ridge Drive - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 2 1 35 X X X 3
34 1 4 34 X X X X X 5
33 1 1 33 X X 2
32 4 1 32 X X X X X 5 *
31 2 3 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 3 1 30 X X X X 4 * % Over Pace: 8% 12% 10%
29 7 4 29 X X X X X X X X X X X 11 P
28 6 7 28 X X X X X X X X X X X X X 13 A % In Pace: 88% 84% 86% 27 2 8 27 X X X X X X X X X X 10 C
26 6 6 26 X X X X X X X X X X X X 12 E % Under Pace: 4% 4% 4% 25 8 5 25 X X X X X X X X X X X X X 13 *
24 3 4 24 X X X X X X X 7 * Average Speed: 28 MPH 28 MPH 28 MPH 23 3 3 23 X X X X X X 6 *
22 1 1 22 X X 2 Pace Speed: 23 - 32 MPH 23 - 32 MPH 23 - 32 MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 24 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/15/25

Page 240 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Bluff Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: River Road - Vine Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:45
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 3:20
39 2 4 39 X X X X X X 6
38 0 0 38 0 Existing
37 1 3 37 X X X X 4 Speed Limit: 25 MPH
36 2 1 36 X X X 3
35 0 0 35 0
34 4 14 34 X X X X X X X X X X X X X X X X X X 18 *
33 2 1 33 X X X 3 *
32 2 5 32 X X X X X X X 7 *
31 5 2 31 X X X X X X X 7 P Northbound Southbound Combined Statistics 30 0 1 30 X 1 A % Over Pace: 10% 22% 16%
29 13 10 29 X X X X X X X X X X X X X X X X X X X X X X X 23 C 28 4 0 28 X X X X 4 E % In Pace: 88% 78% 83%
27 8 2 27 X X X X X X X X X X 10 *
26 3 1 26 X X X X 4 * % Under Pace: 2% 0% 1%
25 3 3 25 X X X X X X 6 *
24 1 0 24 X 1 Average Speed: 30 MPH 33 MPH 31 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 25 - 34 MPH 25 - 34 MPH 25 - 34 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 29 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 33 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 241 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Bluff Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Vine Street - Corydon Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 2 40 X X 2 To: 12:50
39 1 0 39 X 1
38 2 2 38 X X X X 4 Existing
37 1 1 37 X X 2 Speed Limit: 25 MPH
36 2 2 36 X X X X 4 *
35 3 0 35 X X X 3 *
34 3 3 34 X X X X X X 6 *
33 4 5 33 X X X X X X X X X 9 P
32 6 3 32 X X X X X X X X X 9 A
31 8 7 31 X X X X X X X X X X X X X X X 15 C Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 E % Over Pace: 8% 14% 9%
29 6 7 29 X X X X X X X X X X X X X 13 *
28 3 3 28 X X X X X X 6 * % In Pace: 82% 68% 74%
27 3 1 27 X X X X 4 *
26 1 2 26 X X X 3 % Under Pace: 10% 18% 17%
25 2 1 25 X X X 3
24 0 2 24 X X 2 Average Speed: 31 MPH 30 MPH 30 MPH
23 1 2 23 X X X 3
22 1 1 22 X X 2 Pace Speed: 27 - 36 MPH 25 - 34 MPH 27 - 36 MPH 21 0 2 21 X X 2
20 0 1 20 X 1
19 0 1 19 X 1 15th Percentile / Critical Speed: 27 MPH 24 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 30 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 34 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/24/25

Page 242 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Branding Iron Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dapplegray Lane - Wild Horse Lane
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 9:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 1 1 32 X X 2
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 1 1 30 X X 2 % Over Pace: 4% 4% 4%
29 3 2 29 X X X X X 5 *
28 3 3 28 X X X X X X 6 * % In Pace: 86% 92% 89%
27 3 6 27 X X X X X X X X X 9 *
26 5 5 26 X X X X X X X X X X 10 P % Under Pace: 10% 4% 7% 25 11 9 25 X X X X X X X X X X X X X X X X X X X X 20 A 24 7 6 24 X X X X X X X X X X X X X 13 C Average Speed: 24 MPH 25 MPH 25 MPH 23 5 7 23 X X X X X X X X X X X X 12 E
22 3 4 22 X X X X X X X 7 * Pace Speed: 20 - 29 MPH 20 - 29 MPH 20 - 29 MPH 21 1 2 21 X X X 3 *
20 2 2 20 X X X X 4 *
19 2 0 19 X X 2 15th Percentile / Critical Speed: 21 MPH 22 MPH 22 MPH 18 3 1 18 X X X X 4
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 16 0 1 16 X 1
15 0 0 15 0 85th Percentile / Critical Speed: 28 MPH 27 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/15/25

Page 243 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: California Ave
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fifth Street - Sixth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 9:55
42 1 0 42 X 1
41 2 3 41 X X X X X 5 Time
40 1 2 40 X X X 3 To: 10:25
39 2 0 39 X X 2
38 2 4 38 X X X X X X 6 * Existing
37 3 2 37 X X X X X 5 * Speed Limit: 25 MPH
36 2 7 36 X X X X X X X X X 9 *
35 3 4 35 X X X X X X X 7 P
34 5 3 34 X X X X X X X X 8 A
33 4 3 33 X X X X X X X 7 C
32 5 4 32 X X X X X X X X X 9 E
31 4 2 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 16% 12% 12%
29 4 4 29 X X X X X X X X 8 *
28 3 1 28 X X X X 4 % In Pace: 72% 70% 70%
27 3 4 27 X X X X X X X 7
26 2 2 26 X X X X 4 % Under Pace: 12% 18% 18%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 28 - 37 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 34 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 244 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: California Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Seventh Street - North Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:20
42 0 0 42 0
41 2 1 41 X X X 3 Time
40 0 3 40 X X X 3 * To: 10:40
39 1 1 39 X X 2 *
38 5 5 38 X X X X X X X X X X 10 * Existing
37 4 3 37 X X X X X X X 7 P Speed Limit: 35 MPH
36 7 6 36 X X X X X X X X X X X X X 13 A
35 5 11 35 X X X X X X X X X X X X X X X X 16 C
34 8 2 34 X X X X X X X X X X 10 E
33 6 5 33 X X X X X X X X X X X 11 *
32 5 7 32 X X X X X X X X X X X X 12 *
31 4 4 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 4% 2% 3%
29 1 0 29 X 1
28 1 0 28 X 1 % In Pace: 92% 94% 92%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 4% 4% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/18/25

Page 245 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: California Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sixth Street - Seventh Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:05
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 0 1 46 X 1
45 0 1 45 X 1
44 1 0 44 X 1
43 1 2 43 X X X 3
42 2 4 42 X X X X X X 6
41 1 3 41 X X X X 4 Northbound Southbound Combined Statistics 40 5 2 40 X X X X X X X 7 * % Over Pace: 8% 22% 16%
39 2 6 39 X X X X X X X X 8 *
38 1 2 38 X X X 3 * % In Pace: 80% 78% 78%
37 4 4 37 X X X X X X X X 8 P
36 9 3 36 X X X X X X X X X X X X 12 A % Under Pace: 12% 0% 6% 35 3 5 35 X X X X X X X X 8 C
34 7 6 34 X X X X X X X X X X X X X 13 E Average Speed: 36 MPH 37 MPH 36 MPH 33 5 2 33 X X X X X X X 7 *
32 3 4 32 X X X X X X X 7 * Pace Speed: 32 - 41 MPH 31 - 40 MPH 31 - 40 MPH 31 0 5 31 X X X X X 5 *
30 2 0 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 3 0 28 X X X 3
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 42 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 246 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Corydon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Bluff Street - River Road
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 0 43 X 1 From: 1:50
42 2 1 42 X X X 3
41 1 3 41 X X X X 4 Time
40 2 2 40 X X X X 4 To: 2:10
39 6 1 39 X X X X X X X 7
38 1 2 38 X X X 3 Existing
37 2 3 37 X X X X X 5 * Speed Limit: 35 MPH
36 0 4 36 X X X X 4 *
35 2 5 35 X X X X X X X 7 *
34 2 2 34 X X X X 4 P
33 8 4 33 X X X X X X X X X X X X 12 A
32 0 5 32 X X X X X 5 C
31 6 7 31 X X X X X X X X X X X X X 13 E Northbound Southbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 * % Over Pace: 12% 16% 23% 29 4 4 29 X X X X X X X X 8 *
28 3 1 28 X X X X 4 * % In Pace: 66% 78% 71%
27 2 2 27 X X X X 4
26 0 0 26 0 % Under Pace: 22% 6% 6%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 34 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 30 - 39 MPH 29 - 38 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/16/25

Page 247 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Corydon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fifth Street - Bluff Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 9:50
39 1 1 39 X X 2
38 1 0 38 X 1 Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 1 36 X X X 3 *
35 4 6 35 X X X X X X X X X X 10 *
34 3 5 34 X X X X X X X X 8 P
33 5 7 33 X X X X X X X X X X X X 12 A
32 4 6 32 X X X X X X X X X X 10 C
31 4 6 31 X X X X X X X X X X 10 E Northbound Southbound Combined Statistics 30 6 4 30 X X X X X X X X X X 10 * % Over Pace: 8% 2% 3% 29 5 2 29 X X X X X X X 7 *
28 7 4 28 X X X X X X X X X X X 11 * % In Pace: 88% 90% 87% 27 4 2 27 X X X X X X 6
26 1 1 26 X X 2 % Under Pace: 4% 8% 10%
25 0 1 25 X 1
24 1 0 24 X 1 Average Speed: 31 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/24/25

Page 248 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Crestview Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: East Street - Wild Horse Lane
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:55
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 2 0 36 X X 2
35 1 3 35 X X X X 4
34 2 2 34 X X X X 4 *
33 3 1 33 X X X X 4 *
32 1 0 32 X 1 *
31 3 2 31 X X X X X 5 P Northbound Southbound Combined Statistics 30 3 0 30 X X X 3 A % Over Pace: 0% 9% 9%
29 2 7 29 X X X X X X X X X 9 C
28 9 3 28 X X X X X X X X X X X X 12 E % In Pace: 79% 82% 81% 27 1 5 27 X X X X X X 6 *
26 1 4 26 X X X X X 5 * % Under Pace: 21% 9% 10%
25 2 4 25 X X X X X X 6 *
24 0 1 24 X 1 Average Speed: 29 MPH 28 MPH 29 MPH
23 1 0 23 X 1
22 1 0 22 X 1 Pace Speed: 27 - 36 MPH 25 - 34 MPH 25 - 34 MPH 21 0 1 21 X 1
20 2 1 20 X X X 3
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 34 34 GRAND TOTALS 68
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/15/25

Page 249 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Crestview Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: North Drive - Seventh Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 11:00
42 1 5 42 X X X X X X 6
41 1 5 41 X X X X X X 6 Time
40 2 1 40 X X X 3 To: 12:15
39 1 4 39 X X X X X 5
38 4 4 38 X X X X X X X X 8 * Existing
37 1 3 37 X X X X 4 * Speed Limit: 25 MPH
36 3 3 36 X X X X X X 6 *
35 1 4 35 X X X X X 5 P
34 2 3 34 X X X X X 5 A
33 5 1 33 X X X X X X 6 C
32 3 2 32 X X X X X 5 E
31 3 2 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 6 1 30 X X X X X X X 7 * % Over Pace: 28% 0% 21%
29 4 2 29 X X X X X X 6 *
28 2 3 28 X X X X X 5 % In Pace: 66% 66% 57%
27 3 4 27 X X X X X X X 7
26 2 0 26 X X 2 % Under Pace: 6% 34% 22%
25 3 1 25 X X X X 4
24 1 1 24 X X 2 Average Speed: 32 MPH 35 MPH 33 MPH
23 0 0 23 0
22 2 0 22 X X 2 Pace Speed: 25 - 34 MPH 34 - 43 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 36 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/18/25

Page 250 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Crestview Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Seventh Street - Sixth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:15
42 0 0 42 0
41 0 0 41 0 Time
40 3 0 40 X X X 3 To: 1:50
39 2 0 39 X X 2
38 2 4 38 X X X X X X 6 Existing
37 4 1 37 X X X X X 5 Speed Limit: 25 MPH
36 1 1 36 X X 2
35 4 4 35 X X X X X X X X 8 *
34 1 2 34 X X X 3 *
33 5 0 33 X X X X X 5 *
32 2 2 32 X X X X 4 P
31 2 4 31 X X X X X X 6 A Northbound Southbound Combined Statistics 30 6 2 30 X X X X X X X X 8 C % Over Pace: 24% 24% 18%
29 2 4 29 X X X X X X 6 E
28 3 5 28 X X X X X X X X 8 * % In Pace: 62% 70% 63%
27 4 4 27 X X X X X X X X 8 *
26 2 5 26 X X X X X X X 7 * % Under Pace: 14% 6% 19%
25 1 3 25 X X X X 4
24 3 3 24 X X X X X X 6 Average Speed: 31 MPH 29 MPH 30 MPH 23 2 3 23 X X X X X 5
22 1 2 22 X X X 3 Pace Speed: 26 - 35 MPH 23 - 32 MPH 26 - 35 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 28 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 35 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/18/25

Page 251 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Crestview Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sixth Street - East Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:55
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0 Northbound Southbound Combined Statistics
30 0 0 30 0 % Over Pace: 0% 0% 0%
29 0 0 29 0
28 4 3 28 X X X X X X X 7 * % In Pace: 89% 97% 93%
27 3 3 27 X X X X X X 6 *
26 2 0 26 X X 2 * % Under Pace: 11% 3% 7%
25 3 6 25 X X X X X X X X X 9 P
24 3 9 24 X X X X X X X X X X X X 12 A Average Speed: 23 MPH 24 MPH 23 MPH 23 1 5 23 X X X X X X 6 C
22 6 4 22 X X X X X X X X X X 10 E Pace Speed: 19 - 28 MPH 20 - 29 MPH 19 - 28 MPH 21 8 2 21 X X X X X X X X X X 10 *
20 1 1 20 X X 2 *
19 1 0 19 X 1 * 15th Percentile / Critical Speed: 20 MPH 22 MPH 21 MPH 18 3 1 18 X X X X 4
17 1 0 17 X 1 50th Percentile / Critical Speed: 22 MPH 24 MPH 24 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 36 34 GRAND TOTALS 70
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/15/25

Page 252 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Crestview Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Wild Horse Lane - Valley Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:50
42 2 0 42 X X 2
41 1 1 41 X X 2 Time
40 4 1 40 X X X X X 5 To: 11:55
39 2 1 39 X X X 3
38 1 2 38 X X X 3 Existing
37 2 1 37 X X X 3 Speed Limit: 25 MPH
36 0 4 36 X X X X 4
35 2 4 35 X X X X X X 6 *
34 4 3 34 X X X X X X X 7 *
33 4 2 33 X X X X X X 6 *
32 3 4 32 X X X X X X X 7 P
31 4 3 31 X X X X X X X 7 A Northbound Southbound Combined Statistics 30 4 7 30 X X X X X X X X X X X 11 C % Over Pace: 24% 12% 22% 29 3 1 29 X X X X 4 E
28 2 7 28 X X X X X X X X X 9 * % In Pace: 64% 76% 68%
27 3 3 27 X X X X X X 6 *
26 3 2 26 X X X X X 5 * % Under Pace: 12% 12% 10%
25 0 1 25 X 1
24 3 1 24 X X X X 4 Average Speed: 32 MPH 31 MPH 32 MPH 23 2 1 23 X X X 3
22 1 1 22 X X 2 Pace Speed: 26 - 35 MPH 27 - 36 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 27 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/15/25

Page 253 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Detroit Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Valley View Avenue - Hamner Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:40
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 1 34 X 1
33 1 0 33 X 1
32 3 1 32 X X X X 4 *
31 8 3 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 * % Over Pace: 2% 4% 2%
29 5 3 29 X X X X X X X X 8 P
28 7 3 28 X X X X X X X X X X 10 A % In Pace: 94% 86% 89% 27 6 6 27 X X X X X X X X X X X X 12 C
26 7 8 26 X X X X X X X X X X X X X X X 15 E % Under Pace: 4% 10% 9% 25 2 7 25 X X X X X X X X X 9 *
24 6 6 24 X X X X X X X X X X X X 12 * Average Speed: 28 MPH 26 MPH 27 MPH 23 2 2 23 X X X X 4 *
22 2 2 22 X X X X 4 Pace Speed: 23 - 32 MPH 22 - 31 MPH 23 - 32 MPH 21 0 2 21 X X 2
20 0 1 20 X 1
19 0 2 19 X X 2 15th Percentile / Critical Speed: 24 MPH 23 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 26 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 30 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/8/25

Page 254 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: El Paso Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dogwood Way - Hidden Valley Parkway 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:55
39 0 0 39 0
38 0 0 38 0 Existing
37 3 0 37 X X X 3 Speed Limit: 25 MPH
36 1 0 36 X 1
35 1 2 35 X X X 3
34 5 2 34 X X X X X X X 7 *
33 3 3 33 X X X X X X 6 *
32 1 6 32 X X X X X X X 7 *
31 7 7 31 X X X X X X X X X X X X X X 14 P Northbound Southbound Combined Statistics 30 2 7 30 X X X X X X X X X 9 A % Over Pace: 10% 0% 7%
29 2 2 29 X X X X 4 C
28 8 3 28 X X X X X X X X X X X 11 E % In Pace: 84% 82% 82% 27 4 4 27 X X X X X X X X 8 *
26 3 5 26 X X X X X X X X 8 * % Under Pace: 6% 18% 11%
25 7 1 25 X X X X X X X X 8 *
24 1 3 24 X X X X 4 Average Speed: 29 MPH 29 MPH 29 MPH 23 0 0 23 0
22 0 2 22 X X 2 Pace Speed: 25 - 34 MPH 26 - 35 MPH 25 - 34 MPH 21 0 2 21 X X 2
20 2 0 20 X X 2
19 0 1 19 X 1 15th Percentile / Critical Speed: 25 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/8/25

Page 255 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: El Paso Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Hillside Avenue - Dogwood Way
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:30
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 2 0 34 X X 2
33 1 0 33 X 1 *
32 4 3 32 X X X X X X X 7 *
31 0 4 31 X X X X 4 * Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 P % Over Pace: 0% 0% 2%
29 5 6 29 X X X X X X X X X X X 11 A
28 6 3 28 X X X X X X X X X 9 C % In Pace: 82% 94% 87%
27 2 7 27 X X X X X X X X X 9 E
26 9 10 26 X X X X X X X X X X X X X X X X X X X 19 * % Under Pace: 18% 6% 11% 25 8 5 25 X X X X X X X X X X X X X 13 *
24 1 5 24 X X X X X X 6 * Average Speed: 27 MPH 27 MPH 27 MPH 23 1 0 23 X 1
22 2 2 22 X X X X 4 Pace Speed: 25 - 34 MPH 24 - 33 MPH 24 - 33 MPH 21 3 0 21 X X X 3
20 0 1 20 X 1
19 2 0 19 X X 2 15th Percentile / Critical Speed: 23 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 26 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 256 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fifth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Corona Avenue - Hillside Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 2:50
39 0 3 39 X X X 3
38 0 2 38 X X 2 Existing
37 1 0 37 X 1 Speed Limit: 25 MPH
36 12 4 36 X X X X X X X X X X X X X X X X 16 *
35 0 5 35 X X X X X 5 *
34 3 5 34 X X X X X X X X 8 *
33 4 2 33 X X X X X X 6 P
32 6 4 32 X X X X X X X X X X 10 A
31 3 5 31 X X X X X X X X 8 C Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 E % Over Pace: 2% 12% 7%
29 5 4 29 X X X X X X X X X 9 *
28 4 6 28 X X X X X X X X X X 10 * % In Pace: 92% 78% 85% 27 5 1 27 X X X X X X 6 *
26 2 2 26 X X X X 4 % Under Pace: 6% 10% 8%
25 0 1 25 X 1
24 1 1 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 257 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fifth Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Corydon Avenue - Norconian Drive
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:05
52 0 0 52 0
51 1 0 51 X 1 Time
50 2 0 50 X X 2 To: 2:25
49 4 2 49 X X X X X X 6 *
48 5 3 48 X X X X X X X X 8 * Existing
47 3 2 47 X X X X X 5 * Speed Limit: 40 MPH
46 4 1 46 X X X X X 5 P
45 3 4 45 X X X X X X X 7 A
44 3 6 44 X X X X X X X X X 9 C
43 2 3 43 X X X X X 5 E
42 2 5 42 X X X X X X X 7 *
41 3 5 41 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 6% 16% 3%
39 2 2 39 X X X X 4
38 2 2 38 X X X X 4 % In Pace: 68% 76% 69%
37 3 3 37 X X X X X X 6
36 2 4 36 X X X X X X 6 % Under Pace: 26% 8% 28%
35 1 1 35 X X 2
34 1 2 34 X X X 3 Average Speed: 43 MPH 41 MPH 42 MPH
33 1 0 33 X 1
32 0 1 32 X 1 Pace Speed: 40 - 49 MPH 36 - 45 MPH 40 - 49 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 46 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 258 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fifth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Hamner Avenue - Corona Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:50
39 0 0 39 0
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: 25 MPH
36 1 0 36 X 1
35 3 1 35 X X X X 4
34 2 4 34 X X X X X X 6 *
33 5 4 33 X X X X X X X X X 9 *
32 0 2 32 X X 2 *
31 5 3 31 X X X X X X X X 8 P Eastbound Westbound Combined Statistics 30 5 0 30 X X X X X 5 A % Over Pace: 2% 2% 6%
29 14 10 29 X X X X X X X X X X X X X X X X X X X X X X X X 24 C 28 3 6 28 X X X X X X X X X 9 E % In Pace: 82% 90% 85%
27 3 9 27 X X X X X X X X X X X X 12 *
26 1 2 26 X X X 3 * % Under Pace: 16% 8% 9%
25 2 5 25 X X X X X X X 7 *
24 3 0 24 X X X 3 Average Speed: 30 MPH 28 MPH 29 MPH
23 1 1 23 X X 2
22 1 1 22 X X 2 Pace Speed: 27 - 36 MPH 25 - 34 MPH 25 - 34 MPH 21 0 0 21 0
20 0 2 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/16/25

Page 259 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fifth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Hillside Avenue - California Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:55
39 0 1 39 X 1
38 2 3 38 X X X X X 5 Existing
37 3 1 37 X X X X 4 Speed Limit: 25 MPH
36 2 3 36 X X X X X 5 *
35 2 2 35 X X X X 4 *
34 2 4 34 X X X X X X 6 *
33 7 3 33 X X X X X X X X X X 10 P
32 1 3 32 X X X X 4 A
31 5 7 31 X X X X X X X X X X X X 12 C Eastbound Westbound Combined Statistics 30 8 4 30 X X X X X X X X X X X X 12 E % Over Pace: 10% 20% 10% 29 5 5 29 X X X X X X X X X X 10 *
28 5 3 28 X X X X X X X X 8 * % In Pace: 82% 78% 78%
27 4 3 27 X X X X X X X 7 *
26 2 3 26 X X X X X 5 % Under Pace: 8% 2% 12%
25 0 4 25 X X X X 4
24 1 0 24 X 1 Average Speed: 31 MPH 31 MPH 31 MPH
23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 27 - 36 MPH 25 - 34 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 26 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 260 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fifth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norconian Drive - Hamner Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 1 45 X 1
44 0 2 44 X X 2 Time
43 1 2 43 X X X 3 From: 1:40
42 1 1 42 X X 2
41 4 2 41 X X X X X X 6 * Time
40 6 2 40 X X X X X X X X 8 * To: 2:05
39 4 4 39 X X X X X X X X 8 *
38 8 3 38 X X X X X X X X X X X 11 P Existing
37 3 5 37 X X X X X X X X 8 A Speed Limit: 35 MPH
36 7 4 36 X X X X X X X X X X X 11 C
35 1 5 35 X X X X X X 6 E
34 6 2 34 X X X X X X X X 8 *
33 5 6 33 X X X X X X X X X X X 11 *
32 3 3 32 X X X X X X 6 *
31 1 2 31 X X X 3 Eastbound Westbound Combined Statistics 30 0 2 30 X X 2 % Over Pace: 4% 14% 9%
29 0 1 29 X 1
28 0 1 28 X 1 % In Pace: 94% 72% 83%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 2% 14% 8%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 261 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: First Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Corona Avenue - Hillside Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 9:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: 25 MPH
36 1 0 36 X 1
35 0 1 35 X 1
34 1 2 34 X X X 3 *
33 1 4 33 X X X X X 5 *
32 2 3 32 X X X X X 5 *
31 5 2 31 X X X X X X X 7 P Eastbound Westbound Combined Statistics 30 4 4 30 X X X X X X X X 8 A % Over Pace: 10% 4% 3%
29 2 8 29 X X X X X X X X X X 10 C
28 5 10 28 X X X X X X X X X X X X X X X 15 E % In Pace: 88% 94% 85% 27 5 5 27 X X X X X X X X X X 10 *
26 10 5 26 X X X X X X X X X X X X X X X 15 * % Under Pace: 2% 2% 12% 25 3 4 25 X X X X X X X 7 *
24 2 1 24 X X X 3 Average Speed: 27 MPH 29 MPH 28 MPH
23 5 0 23 X X X X X 5
22 3 0 22 X X X 3 Pace Speed: 22 - 31 MPH 25 - 34 MPH 25 - 34 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 26 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 33 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 262 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: First Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Parkridge Avenue - Hamner Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:05
49 0 1 49 X 1
48 0 3 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: N/P Parkridge Ave to Mountain Ave, 30 MPH Mountain Ave to Hamner Ave 46 2 2 46 X X X X 4
45 0 3 45 X X X 3
44 2 4 44 X X X X X X 6 *
43 6 3 43 X X X X X X X X X 9 *
42 2 5 42 X X X X X X X 7 *
41 5 9 41 X X X X X X X X X X X X X X 14 P Eastbound Westbound Combined Statistics 40 4 6 40 X X X X X X X X X X 10 A % Over Pace: 4% 2% 11% 39 3 5 39 X X X X X X X X 8 C
38 2 0 38 X X 2 E % In Pace: 76% 80% 77%
37 5 2 37 X X X X X X X 7 *
36 4 2 36 X X X X X X 6 * % Under Pace: 20% 18% 12%
35 5 3 35 X X X X X X X X 8 *
34 2 1 34 X X X 3 Average Speed: 38 MPH 41 MPH 40 MPH
33 2 0 33 X X 2
32 1 0 32 X 1 Pace Speed: 35 - 44 MPH 39 - 48 MPH 35 - 44 MPH 31 4 1 31 X X X X X 5
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 37 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/9/25

Page 263 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: First Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Valley View Avenue - Corona Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:00
39 1 0 39 X 1
38 1 0 38 X 1 Existing
37 1 1 37 X X 2 * Speed Limit: 30 MPH
36 2 0 36 X X 2 *
35 0 1 35 X 1 *
34 0 0 34 0 P
33 1 1 33 X X 2 A
32 1 4 32 X X X X X 5 C
31 2 2 31 X X X X 4 E Eastbound Westbound Combined Statistics 30 1 5 30 X X X X X X 6 * % Over Pace: 11% 6% 6%
29 3 2 29 X X X X X 5 *
28 3 0 28 X X X 3 * % In Pace: 78% 94% 83%
27 0 1 27 X 1
26 0 1 26 X 1 % Under Pace: 11% 0% 11%
25 2 0 25 X X 2
24 0 0 24 0 Average Speed: 31 MPH 31 MPH 31 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 26 - 35 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 30 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 33 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 18 18 GRAND TOTALS 36
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/8/25

Page 264 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fourth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Clark Avenue - Valley View Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:15
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:35
39 1 0 39 X 1
38 3 3 38 X X X X X X 6 Existing
37 1 1 37 X X 2 Speed Limit: 25 MPH
36 3 4 36 X X X X X X X 7
35 4 2 35 X X X X X X 6
34 2 5 34 X X X X X X X 7 *
33 3 3 33 X X X X X X 6 *
32 3 3 32 X X X X X X 6 *
31 4 6 31 X X X X X X X X X X 10 P Eastbound Westbound Combined Statistics 30 1 6 30 X X X X X X X 7 A % Over Pace: 28% 8% 22%
29 4 0 29 X X X X 4 C
28 5 2 28 X X X X X X X 7 E % In Pace: 70% 70% 69%
27 2 4 27 X X X X X X 6 *
26 5 3 26 X X X X X X X X 8 * % Under Pace: 2% 22% 9%
25 5 3 25 X X X X X X X X 8 *
24 3 2 24 X X X X X 5 Average Speed: 30 MPH 31 MPH 30 MPH 23 0 2 23 X X 2
22 0 1 22 X 1 Pace Speed: 24 - 33 MPH 27 - 36 MPH 25 - 34 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 265 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fourth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Valley View Avenue - Hillside Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 1 35 X 1
34 4 1 34 X X X X X 5
33 1 2 33 X X X 3
32 1 0 32 X 1
31 2 5 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 2 6 30 X X X X X X X X 8 * % Over Pace: 12% 4% 10%
29 5 6 29 X X X X X X X X X X X 11 *
28 10 7 28 X X X X X X X X X X X X X X X X X 17 P % In Pace: 88% 88% 88% 27 6 3 27 X X X X X X X X X 9 A
26 9 6 26 X X X X X X X X X X X X X X X 15 C % Under Pace: 0% 8% 2% 25 3 4 25 X X X X X X X 7 E
24 2 5 24 X X X X X X X 7 * Average Speed: 28 MPH 28 MPH 28 MPH 23 3 2 23 X X X X X 5 *
22 2 0 22 X X 2 * Pace Speed: 22 - 31 MPH 24 - 33 MPH 22 - 31 MPH 21 0 2 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/23/25

Page 266 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fifth Street - Fourth Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:20
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 5 2 45 X X X X X X X 7
44 2 2 44 X X X X 4 *
43 7 4 43 X X X X X X X X X X X 11 *
42 6 5 42 X X X X X X X X X X X 11 *
41 6 5 41 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 40 0 1 40 X 1 A % Over Pace: 2% 10% 11%
39 1 1 39 X X 2 C
38 4 3 38 X X X X X X X 7 E % In Pace: 78% 74% 73%
37 5 4 37 X X X X X X X X X 9 *
36 3 6 36 X X X X X X X X X 9 * % Under Pace: 20% 16% 16% 35 2 6 35 X X X X X X X X 8 *
34 2 1 34 X X X 3 Average Speed: 39 MPH 38 MPH 39 MPH
33 3 1 33 X X X X 4
32 0 2 32 X X 2 Pace Speed: 36 - 45 MPH 35 - 44 MPH 35 - 44 MPH 31 1 0 31 X 1
30 1 2 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 1 27 X 1 50th Percentile / Critical Speed: 41 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 267 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: First Street - South City Limit
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 3 3 43 X X X X X X 6 From: 9:00
42 1 0 42 X 1
41 4 2 41 X X X X X X 6 Time
40 1 1 40 X X 2 To: 9:20
39 3 1 39 X X X X 4
38 4 2 38 X X X X X X 6 * Existing
37 3 9 37 X X X X X X X X X X X X 12 * Speed Limit: 40 MPH 36 5 4 36 X X X X X X X X X 9 *
35 7 6 35 X X X X X X X X X X X X X 13 P
34 5 6 34 X X X X X X X X X X X 11 A
33 1 2 33 X X X 3 C
32 5 0 32 X X X X X 5 E
31 0 5 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 2 0 30 X X 2 * % Over Pace: 8% 20% 20%
29 5 3 29 X X X X X X X X 8 *
28 0 3 28 X X X 3 % In Pace: 76% 76% 74%
27 1 0 27 X 1
26 0 2 26 X X 2 % Under Pace: 16% 4% 6%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 39 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 268 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fourth Street - Second Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:00
49 1 0 49 X 1
48 4 0 48 X X X X 4 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 2 0 44 X X 2
43 1 2 43 X X X 3
42 2 3 42 X X X X X 5 *
41 4 8 41 X X X X X X X X X X X X 12 * Northbound Southbound Combined Statistics 40 2 7 40 X X X X X X X X X 9 * % Over Pace: 20% 0% 12% 39 9 7 39 X X X X X X X X X X X X X X X X 16 P
38 6 6 38 X X X X X X X X X X X X 12 A % In Pace: 78% 88% 83% 37 3 4 37 X X X X X X X 7 C
36 6 4 36 X X X X X X X X X X 10 E % Under Pace: 2% 12% 5% 35 1 1 35 X X 2 *
34 3 2 34 X X X X X 5 * Average Speed: 39 MPH 38 MPH 39 MPH 33 3 2 33 X X X X X 5 *
32 0 2 32 X X 2 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 1 0 31 X 1
30 0 1 30 X 1
29 0 1 29 X 1 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 269 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sixth Street - North City Limit
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:40
52 1 0 52 X 1
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 11:00
49 5 2 49 X X X X X X X 7 *
48 5 3 48 X X X X X X X X 8 * Existing
47 2 4 47 X X X X X X 6 * Speed Limit: 50 MPH North of Sixth St, 45 MPH North of City Limit (in the City of Eastvale) 46 3 3 46 X X X X X X 6 P
45 0 1 45 X 1 A
44 2 5 44 X X X X X X X 7 C
43 4 7 43 X X X X X X X X X X X 11 E
42 3 3 42 X X X X X X 6 *
41 3 5 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 3 1 40 X X X X 4 * % Over Pace: 2% 2% 3%
39 2 2 39 X X X X 4
38 3 2 38 X X X X X 5 % In Pace: 60% 68% 64%
37 3 4 37 X X X X X X X 7
36 5 2 36 X X X X X X X 7 % Under Pace: 38% 30% 33%
35 0 1 35 X 1
34 1 1 34 X X 2 Average Speed: 41 MPH 42 MPH 42 MPH
33 4 0 33 X X X X 4
32 0 2 32 X X 2 Pace Speed: 40 - 49 MPH 41 - 50 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 47 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 270 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Second Street - First Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 1 0 52 X 1
51 1 2 51 X X X 3 Time
50 2 0 50 X X 2 To: 9:40
49 3 2 49 X X X X X 5
48 3 3 48 X X X X X X 6 Existing
47 1 3 47 X X X X 4 Speed Limit: 40 MPH
46 4 0 46 X X X X 4 *
45 8 2 45 X X X X X X X X X X 10 *
44 5 5 44 X X X X X X X X X X 10 *
43 1 3 43 X X X X 4 P
42 2 1 42 X X X 3 A
41 0 10 41 X X X X X X X X X X 10 C Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 E % Over Pace: 22% 8% 21%
39 6 7 39 X X X X X X X X X X X X X 13 *
38 4 3 38 X X X X X X X 7 * % In Pace: 72% 74% 73%
37 3 3 37 X X X X X X 6 *
36 3 0 36 X X X 3 % Under Pace: 6% 18% 6%
35 0 0 35 0
34 0 3 34 X X X 3 Average Speed: 43 MPH 42 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46 MPH 39 - 48 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 41 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 47 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 271 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hamner Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sixth Street - Fifth Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:20
52 0 0 52 0
51 0 0 51 0 Time
50 1 2 50 X X X 3 To: 10:40
49 0 4 49 X X X X 4 *
48 2 4 48 X X X X X X 6 * Existing
47 2 5 47 X X X X X X X 7 * Speed Limit: 40 MPH
46 2 1 46 X X X 3 P
45 1 3 45 X X X X 4 A
44 2 4 44 X X X X X X 6 C
43 4 5 43 X X X X X X X X X 9 E
42 4 6 42 X X X X X X X X X X 10 *
41 7 3 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 3 4 40 X X X X X X X 7 * % Over Pace: 16% 4% 3%
39 3 0 39 X X X 3
38 3 3 38 X X X X X X 6 % In Pace: 70% 78% 66%
37 4 1 37 X X X X X 5
36 2 2 36 X X X X 4 % Under Pace: 14% 18% 31%
35 3 0 35 X X X 3
34 2 0 34 X X 2 Average Speed: 40 MPH 43 MPH 41 MPH
33 1 1 33 X X 2
32 2 2 32 X X X X 4 Pace Speed: 35 - 44 MPH 40 - 49 MPH 40 - 49 MPH 31 1 0 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 38 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/7/25

Page 272 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Hidden Valley Parkway
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: El Paso Drive - Norco Hills Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 0 54 X 1 Time
53 2 0 53 X X 2 From: 11:30
52 1 0 52 X 1
51 0 0 51 0 Time
50 2 1 50 X X X 3 * To: 11:50
49 2 3 49 X X X X X 5 *
48 3 3 48 X X X X X X 6 * Existing
47 0 7 47 X X X X X X X 7 P Speed Limit: 45 MPH
46 4 2 46 X X X X X X 6 A
45 2 3 45 X X X X X 5 C
44 9 9 44 X X X X X X X X X X X X X X X X X X 18 E
43 2 3 43 X X X X X 5 *
42 3 4 42 X X X X X X X 7 *
41 6 3 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 1 0 40 X 1 % Over Pace: 16% 0% 4%
39 4 3 39 X X X X X X X 7
38 1 3 38 X X X X 4 % In Pace: 68% 76% 71%
37 2 1 37 X X X 3
36 2 0 36 X X 2 % Under Pace: 16% 24% 25%
35 1 1 35 X X 2
34 2 1 34 X X X 3 Average Speed: 43 MPH 43 MPH 43 MPH
33 0 0 33 0
32 0 2 32 X X 2 Pace Speed: 39 - 48 MPH 41 - 50 MPH 41 - 50 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 47 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 273 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Hidden Valley Parkway
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hamner Avenue - 4000' E/ Interstate 15 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:30
52 0 0 52 0
51 0 0 51 0 Time
50 1 1 50 X X 2 To: 11:10
49 0 0 49 0
48 2 0 48 X X 2 Existing
47 3 4 47 X X X X X X X 7 Speed Limit: 45 MPH
46 2 2 46 X X X X 4
45 3 6 45 X X X X X X X X X 9 *
44 4 3 44 X X X X X X X 7 *
43 3 6 43 X X X X X X X X X 9 *
42 2 4 42 X X X X X X 6 P
41 5 3 41 X X X X X X X X 8 A Eastbound Westbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 C % Over Pace: 12% 14% 15% 39 9 7 39 X X X X X X X X X X X X X X X X 16 E
38 1 0 38 X 1 * % In Pace: 82% 82% 81%
37 6 4 37 X X X X X X X X X X 10 *
36 1 4 36 X X X X X 5 * % Under Pace: 6% 4% 4%
35 1 1 35 X X 2
34 1 0 34 X 1 Average Speed: 41 MPH 41 MPH 41 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46 MPH 36 - 45 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 42 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 45 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 274 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Hidden Valley Parkway
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: 4000' E/ Interstate 15 - El Paso Drive 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 11:10
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 11:30
59 0 0 59 0
58 0 0 58 0 Existing
57 0 0 57 0 Speed Limit: 45 MPH
56 4 0 56 X X X X 4
55 2 0 55 X X 2
54 1 0 54 X 1
53 4 1 53 X X X X X 5
52 0 2 52 X X 2
51 3 1 51 X X X X 4 Eastbound Westbound Combined Statistics 50 1 0 50 X 1 % Over Pace: 30% 8% 19%
49 1 4 49 X X X X X 5 *
48 2 7 48 X X X X X X X X X 9 * % In Pace: 66% 78% 72%
47 5 4 47 X X X X X X X X X 9 *
46 4 2 46 X X X X X X 6 P % Under Pace: 4% 14% 9%
45 3 6 45 X X X X X X X X X 9 A
44 8 2 44 X X X X X X X X X X 10 C Average Speed: 47 MPH 44 MPH 46 MPH 43 2 2 43 X X X X 4 E
42 2 3 42 X X X X X 5 * Pace Speed: 40 - 49 MPH 40 - 49 MPH 40 - 49 MPH 41 4 5 41 X X X X X X X X X 9 *
40 2 4 40 X X X X X X 6 *
39 1 4 39 X X X X X 5 15th Percentile / Critical Speed: 41 MPH 40 MPH 40 MPH 38 0 2 38 X X 2
37 1 0 37 X 1 50th Percentile / Critical Speed: 46 MPH 45 MPH 45 MPH 36 0 1 36 X 1
35 0 0 35 0 85th Percentile / Critical Speed: 53 MPH 49 MPH 51 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 275 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hillside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fifth Street - Sixth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:05
42 1 3 42 X X X X 4
41 5 1 41 X X X X X X 6 Time
40 2 0 40 X X 2 To: 3:55
39 2 1 39 X X X 3
38 2 2 38 X X X X 4 Existing
37 1 1 37 X X 2 Speed Limit: 25 MPH
36 4 0 36 X X X X 4
35 1 8 35 X X X X X X X X X 9 *
34 7 2 34 X X X X X X X X X 9 *
33 4 2 33 X X X X X X 6 *
32 4 4 32 X X X X X X X X 8 P
31 3 4 31 X X X X X X X 7 A Northbound Southbound Combined Statistics 30 3 8 30 X X X X X X X X X X X 11 C % Over Pace: 2% 16% 25% 29 3 2 29 X X X X X 5 E
28 0 4 28 X X X X 4 * % In Pace: 64% 74% 69%
27 3 1 27 X X X X 4 *
26 4 2 26 X X X X X X 6 * % Under Pace: 34% 10% 6%
25 0 2 25 X X 2
24 1 2 24 X X X 3 Average Speed: 33 MPH 32 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 26 - 35 MPH 26 - 35 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 276 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hillside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: First Street - Second Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:10
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 2 36 X X 2
35 2 1 35 X X X 3 *
34 5 5 34 X X X X X X X X X X 10 *
33 4 4 33 X X X X X X X X 8 *
32 3 6 32 X X X X X X X X X 9 P
31 3 7 31 X X X X X X X X X X 10 A Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 C % Over Pace: 0% 4% 2%
29 8 4 29 X X X X X X X X X X X X 12 E
28 5 7 28 X X X X X X X X X X X X 12 * % In Pace: 86% 90% 88% 27 5 4 27 X X X X X X X X X 9 *
26 4 4 26 X X X X X X X X 8 * % Under Pace: 14% 6% 10%
25 2 1 25 X X X 3
24 2 1 24 X X X 3 Average Speed: 29 MPH 30 MPH 30 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35 MPH 26 - 35 MPH 26 - 35 MPH 21 3 0 21 X X X 3
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 27 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 277 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hillside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fourth Street - Fifth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 2:45
42 0 0 42 0
41 2 1 41 X X X 3 Time
40 1 2 40 X X X 3 To: 3:05
39 4 0 39 X X X X 4
38 2 1 38 X X X 3 Existing
37 1 2 37 X X X 3 Speed Limit: 25 MPH
36 2 6 36 X X X X X X X X 8 *
35 2 4 35 X X X X X X 6 *
34 6 1 34 X X X X X X X 7 *
33 3 4 33 X X X X X X X 7 P
32 3 4 32 X X X X X X X 7 A
31 5 2 31 X X X X X X X 7 C Northbound Southbound Combined Statistics 30 6 7 30 X X X X X X X X X X X X X 13 E % Over Pace: 22% 8% 17% 29 2 7 29 X X X X X X X X X 9 *
28 2 2 28 X X X X 4 * % In Pace: 72% 78% 75%
27 5 2 27 X X X X X X X 7 *
26 1 1 26 X X 2 % Under Pace: 6% 14% 8%
25 0 2 25 X X 2
24 1 1 24 X X 2 Average Speed: 33 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 28 - 37 MPH 27 - 36 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 278 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hillside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Second Street - Third Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 2 0 47 X X 2 Date:
46 1 0 46 X 1
45 0 1 45 X 1
44 0 1 44 X 1 Time
43 2 1 43 X X X 3 From: 1:30
42 3 3 42 X X X X X X 6 *
41 4 2 41 X X X X X X 6 * Time
40 2 4 40 X X X X X X 6 * To: 1:50
39 2 3 39 X X X X X 5 P
38 6 5 38 X X X X X X X X X X X 11 A Existing
37 3 3 37 X X X X X X 6 C Speed Limit: 25 MPH
36 3 3 36 X X X X X X 6 E
35 3 1 35 X X X X 4 *
34 5 2 34 X X X X X X X 7 *
33 3 7 33 X X X X X X X X X X 10 *
32 1 3 32 X X X X 4
31 4 2 31 X X X X X X 6 Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 % Over Pace: 10% 6% 8%
29 1 2 29 X X X 3
28 2 2 28 X X X X 4 % In Pace: 68% 66% 67%
27 1 1 27 X X 2
26 0 1 26 X 1 % Under Pace: 22% 28% 25%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 279 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hillside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Third Street - Fourth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 2 35 X X 2
34 2 2 34 X X X X 4 *
33 3 3 33 X X X X X X 6 *
32 2 7 32 X X X X X X X X X 9 *
31 3 4 31 X X X X X X X 7 P Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 A % Over Pace: 4% 4% 2%
29 6 3 29 X X X X X X X X X 9 C
28 6 6 28 X X X X X X X X X X X X 12 E % In Pace: 94% 90% 91% 27 5 6 27 X X X X X X X X X X X 11 *
26 7 5 26 X X X X X X X X X X X X 12 * % Under Pace: 2% 6% 7% 25 9 5 25 X X X X X X X X X X X X X X 14 *
24 3 1 24 X X X X 4 Average Speed: 28 MPH 29 MPH 28 MPH 23 0 2 23 X X 2
22 1 0 22 X 1 Pace Speed: 24 - 33 MPH 25 - 34 MPH 25 - 34 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 280 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Mountain Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: First Street - Second Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:35
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 0 46 0
45 2 0 45 X X 2
44 3 2 44 X X X X X 5 *
43 1 2 43 X X X 3 *
42 5 3 42 X X X X X X X X 8 *
41 5 5 41 X X X X X X X X X X 10 P Northbound Southbound Combined Statistics 40 0 5 40 X X X X X 5 A % Over Pace: 32% 0% 2%
39 2 5 39 X X X X X X X 7 C
38 2 5 38 X X X X X X X 7 E % In Pace: 62% 76% 65%
37 6 2 37 X X X X X X X X 8 *
36 1 5 36 X X X X X X 6 * % Under Pace: 6% 24% 33%
35 2 4 35 X X X X X X 6 *
34 3 0 34 X X X 3 Average Speed: 36 MPH 37 MPH 37 MPH
33 3 2 33 X X X X X 5
32 0 5 32 X X X X X 5 Pace Speed: 30 - 39 MPH 35 - 44 MPH 35 - 44 MPH 31 7 2 31 X X X X X X X X X 9
30 5 1 30 X X X X X X 6
29 1 0 29 X 1 15th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 28 0 1 28 X 1
27 2 1 27 X X X 3 50th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/9/25

Page 281 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Mountain Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hamner Avenue - First Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:35
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:55
49 1 0 49 X 1
48 0 0 48 0 Existing
47 5 1 47 X X X X X X 6 Speed Limit: 40 MPH
46 4 1 46 X X X X X 5 *
45 3 1 45 X X X X 4 *
44 2 5 44 X X X X X X X 7 *
43 5 7 43 X X X X X X X X X X X X 12 P
42 7 1 42 X X X X X X X X 8 A
41 3 5 41 X X X X X X X X 8 C Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 E % Over Pace: 2% 4% 7%
39 5 5 39 X X X X X X X X X X 10 *
38 2 4 38 X X X X X X 6 * % In Pace: 76% 72% 71%
37 3 4 37 X X X X X X X 7 *
36 2 2 36 X X X X 4 % Under Pace: 22% 24% 22%
35 2 1 35 X X X 3
34 2 3 34 X X X X X 5 Average Speed: 41 MPH 39 MPH 40 MPH 33 0 2 33 X X 2
32 0 0 32 0 Pace Speed: 38 - 47 MPH 36 - 45 MPH 37 - 46 MPH 31 2 2 31 X X X X 4
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 33 MPH 34 MPH 28 0 2 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 39 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 44 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
10/9/25

Page 282 of 401 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Norco Hills Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Hidden Valley Parkway - Valley Drive 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 2 55 X X 2
54 0 3 54 X X X 3 Time
53 0 0 53 0 From: 11:50
52 2 1 52 X X X 3
51 2 3 51 X X X X X 5 Time
50 1 1 50 X X 2 To: 12:30
49 5 5 49 X X X X X X X X X X 10 *
48 2 1 48 X X X 3 * Existing
47 2 2 47 X X X X 4 * Speed Limit: 50 MPH
46 3 2 46 X X X X X 5 P
45 4 5 45 X X X X X X X X X 9 A
44 3 3 44 X X X X X X 6 C
43 3 0 43 X X X 3 E
42 2 1 42 X X X 3 *
41 4 6 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 4 1 40 X X X X X 5 * % Over Pace: 10% 18% 15%
39 3 4 39 X X X X X X X 7
38 1 2 38 X X X 3 % In Pace: 64% 52% 58%
37 1 1 37 X X 2
36 3 3 36 X X X X X X 6 % Under Pace: 26% 30% 27%
35 4 2 35 X X X X X X 6
34 0 1 34 X 1 Average Speed: 43 MPH 44 MPH 44 MPH
33 1 0 33 X 1
32 0 1 32 X 1 Pace Speed: 40 - 49 MPH 41 - 50 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 51 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/25/25

Page 283 of 401 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Norco Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alhambra Street - Fifth Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 2 0 43 X X 2 From: 9:00
42 0 0 42 0
41 5 0 41 X X X X X 5 Time
40 2 1 40 X X X 3 * To: 9:30
39 9 2 39 X X X X X X X X X X X 11 *
38 3 3 38 X X X X X X 6 * Existing
37 4 6 37 X X X X X X X X X X 10 P Speed Limit: 35 MPH
36 7 6 36 X X X X X X X X X X X X X 13 A
35 5 9 35 X X X X X X X X X X X X X X 14 C
34 3 9 34 X X X X X X X X X X X X 12 E
33 1 5 33 X X X X X X 6 *
32 3 2 32 X X X X X 5 *
31 3 3 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 % Over Pace: 4% 2% 7%
29 1 1 29 X X 2
28 1 1 28 X X 2 % In Pace: 84% 94% 86%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 12% 4% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 30 - 39 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 37 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Norco
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
9/24/25

Page 284 of 401 ends

Norco City CouncilSeptember 2, 2026

Norco City Council
September 2, 2026