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(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, school zone, senior zone, or business activity district. (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. It may also 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 and "stops" 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
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additional training course of not 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 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, or business activity district.
Amended Sec. 3, Ch. 521, Stats. 2000. Effective January 1, 2001.
Amended Sec. 49, Ch. 491, Stats. 2010. Effective January 1, 2011.
Amended by Stats. 2021, Ch. 690, Sec. 10. (AB 43) Effective January 1, 2022.
V C Section 40803 Speed Trap Evidence
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Speed Trap Evidence
40803.
(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 Ch. 459, Stats. 1991. Effective January 1, 1992.
Amended Ch. 538, Stats. 1992. Effective January 1, 1993.
Amended Sec. 147, Ch. 124, Stats. 1996. Effective January 1, 1997.
Assembly Bill No. 43
An act to amend Sections 627, 21400, 22352, 22354, 22358, and 40802 of, and to add Sections 22358.6, 22358.7, 22358.8, and 22358.9 to, the Vehicle Code, relating to traffic safety.
AB 43, Friedman. Traffic safety.
(1) Existing law establishes various default speed limits for vehicles upon highways, as specified.
Existing law authorizes state and local authorities to adjust these default speed limits, as specified, based upon certain findings determined by an engineering and traffic survey. Existing law defines an engineering and traffic survey and prescribes specified factors that must be included in the survey, including prevailing speeds and road conditions. Existing law authorizes local authorities to consider additional factors, including pedestrian and bicyclist safety.
This bill would authorize local authorities to consider the safety of vulnerable pedestrian groups, as specified.
(2) Existing law establishes a prima facie speed limit of 25 miles per hour on any highway, other than a state highway, located in any business or residence district, as defined. Existing law
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authorizes a local authority to change the speed limit on any such highway, as prescribed, including erecting signs to give notice thereof.
This bill would establish a prima facie speed limit of 25 miles per hour on state highways located in any business or residence district and would authorize the Department of Transportation (Caltrans) to change the speed limit on any such highway, as prescribed, including erecting signs to give notice thereof.
(3) Existing law establishes a speed limit of 65 miles per hour on state highways, as specified.
Existing law authorizes Caltrans to declare a speed limit on any such highway, as prescribed, of 60, 55, 50, 45, 40, 35, 30, or 25 miles per hour, including erecting signs to give notice thereof.
Existing law also authorizes a local authority, on a section of highway, other than a state highway, where the speed limit is 65 miles per hour to declare a lower speed limit, as specified.
This bill would additionally authorize Caltrans and a local authority to declare a speed limit of 20 or 15 miles per hour, as specified, on these highways.
(4) Existing law authorizes a local authority, without an engineering and traffic survey, to declare a lowered speed limit on portions of highway, as specified, approaching a school building or school grounds. Existing law limits this authority to sections of highway meeting specified requirements relating to the number of lanes and the speed limit of the highway before the school zone.
This bill would similarly authorize a lowered speed limit on a section of highway contiguous to a business activity district, as defined, and would require that certain violations be subject to a warning citation, for the first 30 days of implementation. (5) Existing law requires Caltrans, by regulation, to provide for the rounding up or down to the nearest 5 miles per hour increment of the 85th percentile speed of free-flowing traffic on a portion of highway as determined by a traffic and engineering survey. Existing law requires the Judicial Council to create and implement an online tool by June 30, 2024, for the adjudication of traffic infractions, among other things.
This bill would authorize a local authority to further reduce the speed limit, as specified, and require that certain violations be subject to a warning citation, for the first 30 days of implementation. The bill would, in some circumstances, authorize the reduction of a speed limit beginning June 30, 2024, or when the Judicial Council has developed an online tool for adjudicating traffic infraction violations, whichever is sooner. The bill would require Caltrans to accordingly revise the California Manual on Uniform Traffic Control Devices, as specified. (6) Existing law defines a speed trap and prohibits evidence of a driver’s speed obtained through a speed trap from being admissible in court in any prosecution against a driver for a speedrelated offense. Existing law deems a road where the speed limit is not justified by a traffic and engineering survey conducted within the previous 7 years to be a speed trap, unless the roadway has been evaluated by a registered engineer, as specified, in which case the speed limit
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remains enforceable for a period of 10 years. Existing law exempts a school zone, as defined, from certain provisions relating to defining a speed trap.
This bill would extend the period that a speed limit justified by a traffic and engineering survey conducted more the 7 years ago remains valid, for purposes of speed enforcement, if evaluated by a registered engineer, as specified, to 14 years.
This bill would also exempt a senior zone and business activity district, as defined, from those provisions.
BILL TEXT
THE PEOPLE OF THE STATE OF CALIFORNIA DO ENACT AS FOLLOWS:
SECTION 1. Section 627 of the Vehicle Code is amended to read:
627.
(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).
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(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.
SEC. 2. Section 21400 of the Vehicle Code is amended to read:
21400.
(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 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.
SEC. 3. Section 22352 of the Vehicle Code is amended to read:
22352.
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:
(a) Fifteen miles per hour:
(1) 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 flag person 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. (2) 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. (3) On any alley.
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(b) Twenty-five miles per hour:
(1) On any highway, in any business or residence district unless a different speed is determined by local authority or the Department of Transportation under procedures set forth in this code. (2) 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.
(3) 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.
SEC. 4. Section 22354 of the Vehicle Code is amended to read:
22354.
(a) Whenever the Department of Transportation 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 a state highway where the limit of 65 miles is applicable, the department may 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 speed limit shall be effective when appropriate signs giving notice thereof are erected upon the highway. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
SEC. 5. Section 22358 of the Vehicle Code is amended to read:
22358. (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
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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.
SEC. 6. Section 22358.6 is added to the Vehicle Code, to read:
22358.6.
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. However, in cases in which the speed limit needs to be rounded up to the nearest five miles 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 miles per hour increment. A local authority may additionally lower the speed limit as provided in Sections 22358.7 and 22358.8.
SEC. 7. Section 22358.7 is added to the Vehicle Code, to read:
22358.7.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices.
In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System. (2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations
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statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner.
(d) A local authority 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.
SEC. 8. Section 22358.8 is added to the Vehicle Code, to read:
22358.8.
(a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit 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 the prior speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the current speed limit nor below the immediately prior speed limit. (c) A local authority 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.
SEC. 9. Section 22358.9 is added to the Vehicle Code, to read:
22358.9.
(a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 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 four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
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(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima facie speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Sections 22358.7 and 22358.8.
(d) A local authority 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.
SEC. 10. Section 40802 of the Vehicle Code is amended to read:
40802.
(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, school zone, senior zone, or business activity district. (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. It may also 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 and "stops" as defined in Section 445. (C) Not more than one traffic lane in each direction.
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(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 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:
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(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 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, or business activity district.
Approved by Governor - October 08, 2021
Filed with Secretary of State - October 08, 2021
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APPENDIX F – 2014 CA-MUTCD
November 7, 2014
California MUTCD 2014 Edition Page 133
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
03 If used, the In-Street Pedestrian Crossing sign shall be placed in the roadway at the crosswalk location on the center line, on a lane line, or on a median island. The In-Street Pedestrian Crossing sign shall not be post-mounted on the left-hand or right-hand side of the roadway. 04 If used, the Overhead Pedestrian Crossing sign shall be placed over the roadway at the crosswalk location.
05 An In-Street or Overhead Pedestrian Crossing sign shall not be placed in advance of the crosswalk to educate road users about the State law prior to reaching the crosswalk, nor shall it be installed as an educational display that is not near any crosswalk.
Guidance:
06 If an island (see Chapter 3I) is available, the In-Street Pedestrian Crossing sign, if used, should be placed on the island.
Option:
07 If a Pedestrian Crossing (W11-2) warning sign is used in combination with an In-Street or an Overhead Pedestrian Crossing sign, the W11-2 sign with a diagonal downward pointing arrow (W16-7P) plaque may be post-mounted on the right-hand side of the roadway at the crosswalk location.
Standard:
08 The In-Street Pedestrian Crossing sign and the Overhead Pedestrian Crossing sign shall not be used at signalized locations controlled approaches.
09 The STOP FOR legend shall only be used in States where the State law specifically requires that a driver must stop for a pedestrian in a crosswalk.
10 The In-Street Pedestrian Crossing sign shall have a black legend (except for the red STOP or YIELD sign symbols) and border on a white background, surrounded by an outer yellow or fluorescent yellowgreen background area (see Figure 2B-2). The Overhead Pedestrian Crossing sign shall have a black legend and border on a yellow or fluorescent yellow-green background at the top of the sign and a black legend and border on a white background at the bottom of the sign (see Figure 2B-2). 11 Unless the In-Street Pedestrian Crossing sign is placed on a physical island, the sign support shall be designed to bend over and then bounce back to its normal vertical position when struck by a vehicle.
Support:
12 The Provisions of Section 2A.18 concerning mounting height are not applicable for the In-Street Pedestrian Crossing sign.
Standard:
13 The top of an In-Street Pedestrian Crossing sign shall be a maximum of 4 feet above the pavement surface. The top of an In-Street Pedestrian Crossing sign placed in an island shall be a maximum of 4 feet above the island surface.
Option:
14 The In-Street Pedestrian Crossing sign may be used seasonably seasonally to prevent damage in winter because of plowing operations, and may be removed at night if the pedestrian activity at night is minimal. 15 In-Street Pedestrian Crossing signs, Overhead Pedestrian Crossing signs, and Yield Here To (Stop Here For) Pedestrians signs may be used together at the same crosswalk.
Section 2B.13 Speed Limit Sign (R2-1)
Support:
00 The setting of speed limits can be controversial and requires a rational and defensible determination to maintain public confidence. Speed limits are normally set near the 85th-percentile speed that statistically represents one standard deviation above the average speed and establishes the upper limit of what is considered reasonable and prudent. As with most laws, speed limits need to depend on the voluntary compliance of the greater majority of motorists. Speed limits cannot be set arbitrarily low, as this would create violators of the majority of drivers and would not command the respect of the public.
Artificially low speed limits can lead to poor compliance as well as large variations in speed within the traffic stream. Increased speed variance can also create more conflicts and passing maneuvers. 00a The most effective way to reduce speeds is through a combination of strategies using traffic control devices related to speed management, roadway design and engineering solutions, traffic calming techniques and measures, public education, Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 134
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) and enforcement efforts. Effectively managing road user speed relies on numerous factors, which include enforcement, roadway characteristics, surrounding environment, adjacent land use, and traffic control devices. Many studies find that engineering changes, such as change a road’s infrastructure, are one of the most important factors in reducing vehicle operating speeds. Engineering changes are also one of the most effective interventions at reducing pedestrian injury and fatality rates. Potential street engineering changes, such as curb extensions, median islands, raised crosswalks, roundabouts, and speed bumps or speed humps, naturally result in lower speeds. It is realized that these engineering changes can be costly and time-consuming to implement.
Standard:
01 Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (E&TS) study that has been performed in accordance with traffic engineering practices. The engineering study shall include an analysis of the current speed distribution of free-flowing vehicles. 02 The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, regulation, or as adopted by the authorized agency based on the engineering study. The speed limits displayed shall be in multiples of 5 mph.
03 Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.
04 At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable. 05 Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where appropriate, at jurisdictional boundaries in urban areas.
Support:
06 In general, the maximum speed limits applicable to rural and urban roads are established:
A. Statutorily – a maximum speed limit applicable to a particular class of road, such as freeways or city streets, that is established by State law; or
B. As altered speed zones – based on engineering studies. 07 State statutory limits might restrict the maximum speed limit that can be established on a particular road, notwithstanding what an engineering study might indicate.
Option:
08 If a jurisdiction has a policy of installing Speed Limit signs in accordance with statutory requirements only on the streets that enter a city, neighborhood, or residential area to indicate the speed limit that is applicable to the entire city, neighborhood, or residential area unless otherwise posted, a CITYWIDE (R2-5aP), NEIGHBORHOOD (R2-5bP), or RESIDENTIAL (R2-5cP) plaque may be mounted above the Speed Limit sign and an UNLESS OTHERWISE POSTED (R2-5P) plaque may be mounted below the Speed Limit sign (see Figure 2B-3).
Guidance:
09 A Reduced Speed Limit Ahead (W3-5 or W3-5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead. 10 States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. 11 No more than three speed limits should be displayed on any one Speed Limit sign or assembly. 12 When a speed limit within a speed zone is posted, it should be within 5 mph of the 85th-percentile speed of freeflowing traffic.
CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
Standard:
12a When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs
Revised November 7, 2014 January 6, 2023
California MUTCD 2014 Edition Page 135
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).
Option:
1. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. CVC Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. See Standard below for documentation requirements. Refer to CVC Section 22358.6(b).
2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b). Refer to CVC Section 22358.6(c).
Standard:
12b If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Refer to Section 22358.6(b).
12c The total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed
12.4 mph from the 85th-percentile speed. Refer to CVC Section 22358.6(e).
Support:
12d Refer to Tables 2B-103(CA) and 2B-104(CA), which provides examples of 85th-percentile speed values and the application of the speed limit policies and criteria applicable per CVC 22358.6 and 22358.7. 12e Any existing E&TS that was performed before January 1, 2022 in accordance with previous traffic control device standards is not required to be updated until it is due for reevaluation per the 5, 7 or 14 year criteria.
CVC Sections 22358.7, 22358.8 and 22358.9 – Applicability on State Highway System & Local Agency Roadways Standard:
12f CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies shall not be applicable to roadways on the State Highway System.
Support:
12g CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are applicable on local agency roadways. 12h CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies are also applicable on any privately owned and maintained roads or commercial establishments, if the private road or private property has been subjected to the CVC application by the private property owner or a particular city or county enacts an ordinance or resolution to this effect. Refer to CVC Sections 21100, 21100.1, 21107, 21107.5, 21107.6, and 21107.7.
Standard:
12i The additional 5 mph speed reduction allowed by CVC Section 22358.7 on designated safety corridors or on portions of highway adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, shall not be applicable on any roadway segment that is on the State Highway System 12j The option allowed by CVC Section 22358.8 to retain the currently adopted speed limit or restore the immediately prior adopted speed limit, shall not be applicable on any roadway segment that is on the State Highway System. 12k Declaring prima facie speed limits of 25 mph or 20 mph on a highway contiguous to a business activity district allowed by CVC Section 22358.9 shall not be applicable on any roadway segment that is on the State Highway System.
CVC Section 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians
Standard:
12l Additional lowering of the speed limits from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b), as included in paragraph 12a, Chapter 2B – Regulatory Signs, Barricades, and Gates
Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 136
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) and Options #1 and #2 processes, is prohibited, except for the local agency roadway segments designated as “safety corridor” or “land or facilities that generate high concentrations of bicyclists and pedestrians” in compliance with CVC Sections 22358.6(d) and 22358.7.
Option:
12m Local agencies may additionally lower the speed limits by 5 mph from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b) if, after completing an E&TS, find that the speed limit is still more than is reasonable or safe, for either of the following reasons:
1. The portion of a highway has been designated as a safety corridor.
2. The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
CVC Section 22358.7(a)(1) – “Safety Corridor” Definition Standard:
12n A safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
12o One or more crash weighting factors, as provided in Paragraph 12p, of this section shall be used to prioritize the locations of fatal and serious injury crashes in developing the “Safety Corridor”.
Option:
12p The crash weighting factors to prioritize the locations of fatal and serious injury crashes in developing the "Safety Corridor" may include, but are not limited to, the factors included in Table 2B-105(CA). 12q Data used to determine a safety corridor may be from the most recent Engineering and Traffic Survey (E&TS) performed.
The crash data source may include, but is not limited to, California Highway Patrol’s (CHP) Statewide Integrated Traffic Records System (SWITRS).
Standard:
12r The prioritized subset of safety corridors shall:
1. Identify specific locations with high crash occurrences.
2. Identify corridor-level segments with a pattern of crash reoccurrence.
3. Be able to be stratified by mode.
12s Safety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one-fifth of the overall roadway network.
Guidance:
12t A jurisdiction should use three to five years of the most recent crash data to determine a safety corridor based on Fatal and Serious Injury data.
Option:
12u For crash coverage, safety corridors may identify the subset of the overall roadway network where a minimum of 25% of the Fatal + Serious Injury (F+SI) crashes occur.
12v To identify logical termini, the geographic extent of a safety corridor may be determined by non-engineering staff.
Standard:
12w A licensed professional engineer shall sign off on logical termini identified for a safety corridor using existing E&TS.
Option:
12x Crash/Volume rate may be used to provide additional locations to be included in the safety corridor. Local agencies may use proactive measures as indicators.
CVC Section 22358.7(a)(2) – “Land or facility that generates high concentrations of bicyclists or pedestrians” definition Standard:
12y Except for the Option in first paragraph below, a land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-106(CA) are present within a distance of 1320 feet.
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised April 1, 2025 Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 137
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
12z Crash data that demonstrates a highway segment is within the top twenty percent of pedestrian and/or bicyclist fatalities or serious injuries over a three-to-five-year period may be used in lieu of one of the generators listed in Table 2B-106(CA).
Standard:
12aa A highway segment shall be defined as the portion of the highway where a location that meets the aforementioned criteria is present within a distance of 1320 feet.
Option:
12ab A highway segment may be longer than 1320 feet provided that a minimum of one location within the top twenty percent of fatal and serious injury pedestrian and/or bicyclist crashes within a three-to-five-year period is present for every 1320 feet.
Standard:
12ac The top twenty percent of pedestrian and/or bicyclist fatalities or serious injury crashes within a three to five year period shall be based on the geographic area within the jurisdiction of the Engineer performing the E&TS.
Option:
12ad A high concentration of pedestrians and bicyclists may be longer than 1320 feet provided that a minimum of one generator is present for every 1320 feet.
12ae Data used to determine high concentration locations may be obtained from the most recently performed Engineering and Traffic Survey (E&TS).
Standard:
12af The provisions of CVC Section 22358.7 to additionally lower the speed limit (by designating safety corridor or on portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians), shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner.
CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) Option:
12ag Local agency may retain the currently adopted speed limit without further reduction or restore the immediately prior adopted speed limit without further reduction as provided in CVC Section 22358.8.
Standard:
12ah Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS 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 the prior speed limit.
12ai If local agency decides to use lower speed limit based on CVC Section 22358.8, after completing an E&TS and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. Refer to CVC Section 22358.8(b).
CVC Section 22358.9 – Business Activity District
Option:
12aj A local authority may, by ordinance, determine and declare a 25 or 20 mph prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 mph if the highway segment meets all of the following conditions:
1. A maximum of four traffic lanes.
2. A maximum posted 30 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 mph speed limit.
3. A maximum posted 25 mph prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 mph speed limit.
12ak A “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets a least three of the following four requirements:
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 138
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California)
4. No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
5. Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway.
6. Traffic control signals or stop signs regulating traffic flow on the highway, located at intervals of no more than 600 feet.
7. Marked crosswalks not controlled by a traffic control device.
Standard:
12al A local authority shall not declare a prima facie speed limit on a portion of a highway where the local authority has already lowered the speed limit as permitted for designated safety corridors (CV Section 22358.7) or using the land or facility adjacent to high concentration of pedestrians and bicyclists (CVC Section 22358.7) or retained the currently adopted speed limit (CVC Section 22358.8) or have restored the immediately prior adopted speed limit (CVC Section 22358.8). Refer to CVC Section 22358.9(c).
13 Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately 1/2 mile, to avoid obtaining skewed results for the 85th-percentile speed.
Support:
14 Advance warning signs and other traffic control devices to attract the motorist’s attention to a signalized intersection are usually more effective than a reduced speed limit zone.
Guidance:
15 An advisory speed plaque (see Section 2C.08) mounted below a warning sign should be used to warn road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this situation.
Option:
16 Other factors that may be considered when establishing or reevaluating speed limits are the following:
A. Road characteristics, shoulder condition, grade, alignment, and sight distance; B. The pace;
C. Roadside development and environment;
D. Parking practices and pedestrian activity; and
E. Reported crash experience for at least a 12-month period. 17 Two types of Speed Limit signs may be used: one to designate passenger car speeds, including any nighttime information or minimum speed limit that might apply; and the other to show any special speed limits for trucks and other vehicles.
18 A changeable message sign that changes the speed limit for traffic and ambient conditions may be installed provided that the appropriate speed limit is displayed at the proper times. 19 A changeable message sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit sign.
Guidance:
20 If a changeable message sign displaying approach speeds is installed, the legend YOUR SPEED XX MPH or such similar legend should be displayed. The color of the changeable message legend should be a yellow legend on a black background or the reverse of these colors.
Support:
21 Advisory Speed signs and plaques are discussed in Sections 2C.08 and 2C.14. Temporary Traffic Control Zone Speed signs are discussed in Part 6. The WORK ZONE (G20-5aP) plaque intended for installation above a Speed Limit sign is discussed in Section 6F.12. School Speed Limit signs are discussed in Section 7B.15. 22 Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413; also, pertinent sections are found in Sections 627 and 40802 and others referenced in this section. See Section 1A.11 for information regarding this publication.
23 Refer to Part 6, Section 6C.01 for speed limit signs in temporary traffic control zones. Refer to Part 7 for speed limit signs in school areas.
Engineering and Traffic Survey (E&TS)
Support:
24 CVC Section 627 defines the term “Engineering and traffic survey” and lists its requirements.
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November 7, 2014
California MUTCD 2014 Edition Page 139
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
25 An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by Caltrans, consideration of all of the following:
A. Prevailing speeds as determined by traffic engineering measurements.
B. Collision records.
C. Highway, traffic, and roadside conditions not readily apparent to the driver.
Guidance:
26 The E&TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. 27 Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:
A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.
B. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or,
C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.
D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.
E. Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.
F. The weather should be fair (dry pavement) with no unusual conditions prevailing.
G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.
H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles.
I. Short speed zones of less than 0.5 miles should be avoided, except in transition areas.
J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.
K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable.
L. Speed zoning should be coordinated with adjacent jurisdictions.
Support:
28 Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Refer to CVC 22358.5.
Option:
29 When qualifying an appropriate speed limit, local authorities may also consider all of the following findings:
A. 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:
1. Upon one side of the highway, within 0.25 miles, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
2. Upon both sides of the highway, collectively, within a distance of 0.25 miles the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
3. The portion of highway is larger than 0.25 miles but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph 1 or 2 above.
B. 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. 30 The following two methods of conducting E&TS may be used to establish speed limits:
1. State Highways - The E&TS for State highways is made under the direction of the Caltrans District Traffic Engineer. The data includes:
a. One copy of the Example of Speed Zone Survey Sheet (See Figure 2B-101(CA)) showing:
• A north arrow
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November 7, 2014
California MUTCD 2014 Edition Page 140
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) • Engineer's station or post mileage
• Limits of the proposed zones
• Appropriate notations showing type of roadside development, such as “scattered business,” “solid residential,” etc. Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. • Collision rates for the zones involved
• Average daily traffic volume
• Location of traffic signals, signs and markings
• If the highway is divided, the limits of zones for each direction of travel • Plotted 85th percentile and pace speeds at location taken showing speed profile b. A report to the District Director that includes:
• The reason for the initiation of speed zone survey.
• Recommendations and supporting reasons.
• The enforcement jurisdictions involved and the recommendations and opinions of those officials. • The stationing or reference post in mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features.
2. City and County Through Highways, Arterials, Collector Roads and Local Streets. a. The short method of speed zoning is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective. Other factors that need to be considered include but are not limited to: the most recent two-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks.
b. Determination of Existing Speed Limits - Figures 2B-103(CA) & 2B-104(CA) show examples of data sheets which may be used to record speed observations. Specific types of vehicles may be tallied by use of letter symbols in appropriate squares.
31 In most situations, the short form for local streets and roads will be adequate; however, the procedure used on State highways may be used at the option of the local agency. 32 Any agency may lower the speed limit below the prima facie speed limit after performing, and based on the results of an E&TS.
Guidance:
33 The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers.
Support:
34 Generally, the most decisive evidence of conditions not readily apparent to the driver surfaces in collision histories. 35 Speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85th percent of the traffic is moving. The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10 mph increment of speed containing the largest number of vehicles (See Figure 2B-102(CA)). The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits. Speed limits higher than the 85th percentile are not generally considered reasonable and prudent. Speed limits below the 85th percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgment of one or a few individuals. 36 The majority of drivers comply with the basic speed law. Speed limits set at or near the 85th percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent.
Further studies show that establishing a speed limit at less than the 85th percentile (Critical Speed) generally results in an increase in collision rates.
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California MUTCD 2014 Edition Page 141
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
37 When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed limits somewhat below the 85th percentile may be justified. Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone.
Guidance:
38 Speed zones of less than 0.5 miles and short transition zones should be avoided.
Signs
Standard:
39 The Speed Limit (R2-1) sign shall be used to give notice of a prima facie or maximum speed limit except as provided under Prima Facie Speed Limits in CVC 22352.
40 When used, the TRUCKS, 3 AXLES OR MORE 55 MAXIMUM (R6-3(CA)) sign shall be installed approximately 750 feet following each R2-1 sign.
41 The ALL VEHICLES WHEN TOWING 55 MAXIMUM (R6-4(CA)) sign shall be installed approximately 750 feet following the R6-3(CA) sign.
Guidance:
42 The R6-3(CA) and R6-4(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted.
Option:
43 The existing AUTOS WITH TRAILERS, TRUCKS 55 MAXIMUM (R6-1(CA)) sign may remain in place until it is knocked down, damaged, stolen, vandalized, or otherwise reaches the end of its useful life. 44 The local California Highway Patrol office may be consulted to identify highway segments where enforcement is an issue.
On these segments early replacement of existing R6-1(CA) signs may be necessary.
Support:
45 Refer to CVC Section 22406 for types of vehicles subject to the 55 mph maximum speed limit.
Option:
46 The Speed Zone Ahead (R2-4(CA)) sign (see Figure 2B-3(CA)) may be used to inform the motorist of a reduced speed zone.
Standard:
47 The R2-4(CA) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the reduced speed limit applies.
48 The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone. 49 The R3(CA) sign shall not be used at a transition into a change in speed limits within a reduced zone.
Option:
50 The R3(CA) sign (see Figure 2B-3(CA)) may be used with the TRUCK (M4-4) plaque to mark the end of truck speed zones on descending grades.
Standard:
51 Speed limit signs shall be placed at the beginning of all restricted speed zones.
Option:
52 Where speed zones are longer than 1 mile, intermediate signs may be placed at approximate 1 mile intervals. For three or more lanes in each direction, dual installation may be used.
Standard:
53 The Speed Limit (R2-1) and End Speed Limit (R3(CA)) signs, as appropriate shall be placed at the end of all restricted speed zones.
54 Freeways with 65 mph and those segments where a speed limit of 70 mph has been approved by Caltrans, with approval by the California Highway Patrol, shall be posted as follows:
• At the segment entrance, R2-1 signs shall be installed right of traffic off of the right shoulder. • R2-1 signs shall also be installed off of the right shoulder only, throughout the segment, at a maximum of 25 mile intervals.
Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs
California MUTCD 2014 Edition Page 142
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Option:
• The 25 mile interval may be modified to include locations following entrance ramps.
Standard:
• The R6-3(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R2-1 sign, both at the beginning and throughout each 60, 65 or 70 mph segment. • The R6-4(CA) sign (see Figure 2B-3(CA)) shall be installed approximately 750 feet following each R6-3(CA) sign.
Option:
• The SLOWER TRAFFIC KEEP RIGHT (R4-3) signs may be installed at locations where there is a tendency of the motorists to drive in the left-hand lane(s) below the normal speed of traffic.
Standard:
• Signs shall be placed in protected locations.
• At the end of the 70/65 mph segment, R2-1 signs shall be installed off of the right shoulder. 55 Freeway segments where a 55 mph speed limit has been approved by Caltrans, with the approval of the California Highway Patrol, shall be posted as follows:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder and left shoulder where the median is of sufficient width to permit sign maintenance without lane closures.
Guidance:
• Subsequent signs should then be posted on the right shoulder, on approximate 3 mile intervals, with no more than 3 interchanges between signs.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
56 Conventional highways with 55 mph speed limits should be posted as follows:
Standard:
• The beginning of the segment shall be posted with an R2-1 sign installed on the right shoulder.
Guidance:
• Subsequent signs should then be posted on approximate 5 to 10 mile intervals and immediately after locations where significant volumes of traffic enter the segment.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
Conventional highways with 65 mph speed limits should be posted as follows:
• The beginning of the segment should be posted with an R2-1 sign installed on the right shoulder. • Subsequent signs should then be posted at 5 to 10 mile intervals and after locations where significant volumes of traffic enter the segment.
• At the end of the segment, an R2-1 sign with the appropriate number for the next speed limit should be posted on the right shoulder.
Option:
57 Pavement markings with appropriate numerals (see Section 3B.21) may be used to supplement speed limit signs.
Standard:
58 The R2-1 and R6-3(CA) and R6-4(CA) signs giving maximum statewide speed limits for various types of vehicles shall be installed on all State highways near the points of entrance into California.
Guidance:
59 The R2-1 and R6-3(CA) and R6-4(CA) signs should be placed in a location to be most effectively viewed by the approaching motorists.
Standard:
60 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with posted speed limits of 65 mph or 70 mph at a maximum of 25 mile intervals.
Option:
61 The 25 mile interval may be modified to include locations following entrance ramps.
Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs
California MUTCD 2014 Edition Page 143
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
62 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 65 mph at 5 mile to 10 mile intervals.
63 Speed Limit (R2-1) signs shall be installed throughout segments of freeway with a posted speed limit of 55 mph at approximately 3 mile intervals with no more than 3 interchanges between signs. 64 Speed Limit (R2-1) signs shall be installed throughout segments of conventional highways with a posted speed limit of 55 mph at 5 mile to 10 mile intervals.
Speed Enforced Signs
Option:
65 The SPEED ENFORCED BY RADAR (R48(CA)) sign (see Figure 2B-3(CA)) may be used where the California Highway Patrol has received authority to use radar and requests such signs.
Guidance:
66 One sign should be used in each direction at the beginning of the segment of roadway, and at intervening major route intersections, where radar enforcement is in effect.
Support:
67 The R48(CA) sign is a stand-alone sign intended to alert motorists that speed is enforced by radar on a particular segment of roadway.
Option:
68 The RADAR ENFORCED (R48-1(CA)) sign (see Figure 2B-3(CA)) may be used in combination with the Speed Limit (R2- 1) sign on any roadway where law enforcement has the authority to use radar.
Guidance:
69 When used, the R48-1(CA) sign should be placed below the R2-1 sign, at the beginning of the segment of roadway and at intervening major intersections, where radar enforcement is in effect.
Option:
70 The SPEED ENFORCED BY AIRCRAFT (R48-2(CA)) sign (see Figure 2B-3(CA)) may be placed, when requested by the California Highway Patrol, on sections of highway regularly patrolled by aircraft.
Standard:
71 The R48-2(CA) sign shall be used for both directions of travel.
Guidance:
72 The R48-2(CA) sign should be placed at the beginning of the section and spaced at 25 mile intervals. See Figure 3B105(CA).
Vehicle Speed Feedback Signs
Option:
73 A Vehicle Speed Feedback sign that displays to approaching drivers the speed at which they are traveling may be installed in conjunction with a Speed Limit (R2-1) sign.
Standard:
74 If a Vehicle Speed Feedback sign displaying approach speeds is installed, the legend shall be YOUR SPEED XX.
The numerals displaying the speed shall be white, yellow, yellow-green or amber color on black background. When activated, lights shall be steady-burn conforming to the provisions of CVC Sections 21466 and 21466.5. Vehicle Speed Feedback signs shall not alternatively be operated as variable speed limit signs.
Guidance:
75 To the degree practical, numerals for displaying approach speeds should be similar font and size as numerals on the corresponding Speed Limit (R2-1) sign.
Option:
76 When used, the Vehicle Speed Feedback sign may be mounted on either a separate support or on the same support as the Speed Limit (R2-1) sign.
77 In lieu of lights, legend may be retroreflective film for flip-disk systems. 78 The legend YOUR SPEED may be white on black plaque located above the changeable speed display.
Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs
California MUTCD 2014 Edition Page 144
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Support:
79 Driver comprehension may improve when the Vehicle Speed Feedback Sign is mounted on the same support below the Speed Limit (R2-1) sign.
80 Vehicle Speed Feedback Signs are appropriate for use with advisory speed signs and with temporary signs in temporary traffic control zones.
Basic Speed Law and Prima Facie Speed Limits – See CVC 22350 & 22352 Support:
81 The basic speed law states “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.” Standard:
82 Prima facie speed limits are specific limits and shall apply unless changed based upon an engineering and traffic survey (E&TS) and signs are posted that display the new speed limit.
Option:
83 Prima facie speed limits may be preempted by the basic speed law, when roadway, traffic or weather conditions warrant a lower speed.
Use of Metric System Designations – See CVC 21351.3
Option:
84 Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units.
Guidance:
85 If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads.
Support:
86 Refer to AASHTO’s Traffic Engineering Metric Conversion Factors. See Section 1A.11 for information regarding this publication.
Standard:
87 Metric speed limits shall not be placed on State highways. For use in this California MUTCD, 70 mph shall be shown as a metric equivalent of 110 km/h, neither of which shall be used on any local street or road.
Legal Authority for Establishing Speed Limits
Support:
88 Delegation of legal authority to set speed limits on State highways is given to Caltrans District Directors. The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 65 mph on State highways. The Director of Caltrans retains the authority to approve variable, minimum, and maximum speeds up to 70 mph on State freeways.
Standard:
89 The speed limits shown in Table 2B-101(CA) shall apply, unless changed upon the basis of an engineering and traffic survey (E&TS).
Option:
90 The speed limits shown in Table 2B-102(CA) may apply, unless changed upon E&TS.
Variable Speed Limits on Freeways - See CVC 22355
Option:
91 The following speed limits may apply:
• Whenever Caltrans determines based upon an engineering and traffic survey (E&TS) that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits. • Caltrans may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night. • Such signs need not conform to the standards & specifications per CVC 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit.
Chapter 2B – Regulatory Signs, Barricades, and Gates November 7, 2014 Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 145
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Minimum Speed Limits on State Highways - See CVC 22400
Option:
92 The following speed limits may apply:
• Whenever Caltrans determines based upon an engineering and traffic survey (E&TS) that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic, Caltrans may determine and declare a minimum speed limit. Appropriate signs giving notice shall then be installed on that segment. • A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law.
Speed Traps
Support:
93 Refer to CVC 40802 for Speed Traps.
Standard:
94 A speed trap shall not apply to a local street, road, school zone, senior zone, or business activity district.
Support:
95 Senior zone is an 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 CVC Section 22352.
96 Business activity district is a section of highway described in CVC Section 22358.9(b) in which a standard 25 mph or 20 mph speed limit sign has been posted pursuant to CVC Section 22358.9(a)(1).
Standard:
97 A section of highway shall be defined as a speed trap if the prima facie speed limit is not justified by an engineering and traffic survey (E&TS) within five years, and the enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. 98 This time provision shall be extended to seven years when using radar and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
• The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation. 99 This time provision shall be extended to seven years when using laser or other electronic device (other than radar) and all of the following criteria are met:
• The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training.
• The arresting officer has successfully completed a minimum of 2 hours of additional approved certified training. • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation.
Option:
100 This time provision for an E&TS may be extended to fourteen years when all of the above conditions are met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use, roadway width, or traffic volume as determined by a registered engineer.
Truck Speed Zone on Descending Grades
Guidance:
101 Highway descending grades, if used for posting TRUCK Speed Limit signs (R2-1 and M4-4) for trucks travelling downhill, should have recorded incident history of runaway commercial vehicles. Descending grades shorter than 1 mile should be avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 1 mile.
Support:
102 To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 10,000 lbs. or more will be provided.
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised January 6, 2023 Part 2 – Signs
November 7, 2014
California MUTCD 2014 Edition Page 146
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Standard:
103 Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys. An analysis of collisions involving trucks shall be prepared.
Guidance:
104 Posted speeds should be on the low side of the scale, generally within the pace of loaded commercial vehicles.
Standard:
105 If warranted, the Caltrans District Director shall issue a standard speed zone order.
Support:
106 Posting of the regulation will be by placement of a standard 36 x 45 inch Speed Limit (R2-1) sign with a TRUCK (M4-4) plate above.
Standard:
107 A standard End Speed Limit (R3(CA)) sign with TRUCK (M4-4) plate shall be posted at the end of the truck zone when appropriate.
Speed Zones in Temporary Traffic Control Areas
Support:
108 For signing and establishing speed zones in temporary traffic control areas, refer to Section 6C.01 in Part 6.
Speed Zones and Traffic Signals
Standard:
109 An agency changing the speed limits within its jurisdiction shall report the speed limit change to the agency operating and maintaining traffic signals within the speed zone no later than 30 days before changing the posted speed limit.
Support:
110 Changing the signal timing and adjusting the advance detector loops based on the revised speed limits can enhance the operations of the traffic signal.
Section 2B.14 Truck Speed Limit Plaque (R2-2P)
Standard:
01 Where a special speed limit applies to trucks or other vehicles, the legend TRUCKS XX or such similar legend shall be displayed below the legend Speed Limit XX on the same sign or on a separate R2-2P plaque (see Figure 2B-3) below the standard legend.
02 The Truck Speed Limit (R2-2) sign shall not be used in California. The TRUCK (M4-4) plaque placed above the Speed Limit (R2-1) sign shall be used instead.
03 The TRUCK (M4-4) plaque shall be placed above the Speed Limit (R2-1) sign to indicate the truck speed limit. It shall also be placed above the End Speed Limit (R3(CA)) sign to mark the end of truck speed limits.
Support:
04 Refer to Section 2B.13 for more details.
Section 2B.15 Night Speed Limit Plaque (R2-3P)
Standard:
01 Where different speed limits are prescribed for day and night, both limits shall be posted.
Guidance:
02 A Night Speed Limit (R2-3P) plaque (see Figure 2B-3) should be reversed using a white retroreflectorized legend and border on a black background.
Option:
03 A Night Speed Limit plaque may be combined with or installed below the standard Speed Limit (R2-1) sign.
Support:
04 Refer to CVC 22355.
Chapter 2B – Regulatory Signs, Barricades, and Gates Revised March 27, 2020 Part 2 – Signs
Arrow Highway
Juanita Ave
Gladstone Ave
Grand Ave
Sunflower Ave
Valley Center Ave
Bonnie Cove Ave
Glendora Ave
Lone Hill Ave
Auto Center DrAmelia Ave
Route 66
Foothill Blvd
Sierra Madre Ave
Baseline Rd
Mauna Loa Ave
Barranca Ave
Citrus Ave
Leadora Ave
Bennett Ave
Glendora Ave
Grand Ave
Vermont Ave
Ada Ave Ada Ave
Elwood AveLoraine Ave
Glenwood Ave
Cullen Ave
Glendora Ave
Pasadena Ave
Live Oak Ave
Palm Dr
Valley Center Ave
Compromise Line Rd
Route 66
City Limits
45 MPH
40 MPH
35 MPH
30 MPH
25 MPH
Legend
2025 Engineering and Traffic Speed Surveys - City of Glendora Recommended Speed Limits
G el ndora Mountain Rd
Vecino Dr
Yucca Ridge Rd
Vermont Ave
Steffen St Palopinto Ave Country Club
Petunia St
Allen Ave
Glendora Marketplace
Duell St
Lemon Ave
Cataract Ave
Dodsworth
Underhill Dr
Willow Grove Ave
2025 CITYWIDE ENGINEERING
& TRAFFIC SURVEY
PUBLIC WORKS
GLENDORA CITY COUNCIL
OCTOBER 28, 2025
VALERIE VELASQUEZ-SANTOYA, ASST. PW DIRECTOR &
JOHN DORADO, ADVANTEC CONSULTING ENGINEERS, INC.
Engineer & Traffic Survey (E&TS)
Legal basis for determining speed limits under the California Vehicle Code (CVC)
Safe & Enforceable limits established based on:
• Roadway Conditions
• Traffic Patterns
• Prevailing Speeds
Required to be updated regularly per CVC:
• In compliance with the California Manual on Uniform Traffic Control Devices (CA MUTCD, Rev. 8 January 2024) and Assembly Bill 43 (2021).
• Ensure speed limits, roadway classifications and supporting documentation retain compliant.
• Ensure posted speed limits are reasonable, current & reflective of existing roadway and traffic conditions.
2017 Survey prepared by Advantec Consulting Engineers, Inc. • Task order issued in November 2024 for updated Citywide E&TS.
PURPOSE & OVERVIEW
2025 ENGINEERING &
TRAFFIC SURVEY
PRESENTED BY
ADVANTEC
JOHN DORADO, PE
KEY REGULATORY FRAMEWORK
Conducted in accordance with CVC §§ 40801–40802 and CA MUTCD (Rev. 8, 2024). • Engineering and traffic surveys are valid for five (5) years from adoption. • May be extended to seven (7) years if radar operator training and certification remain current. • Longer extensions (from 10 to 14 years) are available under AB 43 when the Engineer of Record certifies that no significant changes in roadway or traffic conditions have occurred.
Assembly Bill 43 (2021) allows greater flexibility in establishing speed limits:
• Rounding down to the nearest 5 mph increment when justified. • Designating safety corridors or business activity districts. • Designating land or facility that generates high concentrations of bicyclists or pedestrians. • Provides the ability to retain the currently adopted survey or to restore immediately a prior speed limit.
Speed limits are based on the following survey data:
• 85th percentile speed: the speed at or below which 85% of vehicles are traveling under free-flow conditions.
• 10-mile-per-hour pace speed: the 10 mph range that contains the largest number of vehicles, typically representing about 70% of drivers.
• Collision rates.
The combination of these factors provides a balanced, data-supported approach to determining reasonable and enforceable limits.
2025 E&TS Evaluated 119 street segments throughout the City:
• Arterial Streets: Higher volumes of traffic (Route 66, Grand, Lone Hill). • Collector Streets: Connect local to arterial Streets (Ada, Loraine, Juanita) • Local Streets: lower traffic, shorter distance, residential, prima facie speed limit of 25 miles per hour (not subject to the E&TS).
Elements of the E&TS
• Vehicle speeds surveyed by a certified radar operator with a calibrated radar unit:
• Unmarked vehicle between February and March 2025.
• Favorable weather, non-peak hours.
• Data sources included:
• Speed measurements from certified radar equipment.
• Collision History: Five years of collision history (2020 – 2024) from the Statewide Integrated Traffic Records System (SWITRS).
• Identifying conditions not readily apparent to motorists. • Filed observation of land use, visibility, pedestrian activity, and roadway conditions. • Applying AB 43 requirements.
2025 ENGINEERING & TRAFFIC SURVEY
SURVEY FINDINGS
New Speed Limits
recommended for
Seventeen (17) Segments
to better reflect current
traffic conditions.
New regulatory Signs
recommended for each
segment warranting a
speed change.
Roadway
Segment
Segment
Between
Posted
Speed Limit
Recommended
Speed Limit
Ada Ave: Grand and Vermont Ave 30 25
Amelia Ave: Auto Centre Dr. & Duell St 40 35
Duell St. & Route 66 40 35
Base Line Rd: Barranca Av & Grand Ave 45 40
Bennett Ave: Grand Ave & Glendora Ave 35 30
Glendora Ave & Cullen 35 30
Elwood Ave: Route 66 & Foothill Blvd 35 30
Foothill Blvd: Barranca Ave & Grand Ave 40 35
Grand Ave & Glendora Ave 40 35
Glendora Ave & Cullen Ave 40 35
Lone Hill Ave & Amelia Ave 40 35
Gladstone St: Barranca Ave & Grand Ave 45 40
Grand Ave & Glendora Ave 45 40
Glendora Ave: Bennett Ave & Sierra Madre Ave 35 30
Grand Ave: Arrow Hwy & Gladstone St 45 40
Lone Hill Ave: Gladstone St & Auto Centre Dr 40 35
Valley Center Ave: Foothill Blvd & Sierra Madre Ave 45 40
SUMMARY OF SPEED SURVEY RESULTS
Number of
Roadway
Segments
No Change -5 mph Increase
119 102 17 0
2025 ENGINEERING & TRAFFIC SURVEY
RECOMMENDED SPEED LIMITS
2025 ENGINEERING & TRAFFIC SURVEY
NEXT STEPS
NEXT STEPS
Introduce & Adopt Ordinance Amending Glendora Municipal Code (GMC) 10.05.010 • GMC 10.05.010 Prima Facie Speed Limits codifies speed limits for arterial and collector street segments throughout the City.
• Proposed Ordinance is recommended to repeal and delete the current speed limits and amend with the updated speed limits reflecting the 17 street segment changes.
Second Reading of Ordinance November 12, 2025
Update and Install Updated Speed Limit Signage per Adopted Survey THAT THE CITY COUNCIL:
1. Waive full reading, read by title only, and introduce for first reading an Ordinance entitled:
“An Ordinance of the City Council of the City of Glendora, California Approving the 2025 Citywide Engineering and Traffic Survey and Amending the Glendora Municipal Code to Determine and Declare Prima Facie Speed Limits.”
2. Instruct staff to prepare a Summary Ordinance for Publication.
RECOMMENDATION
PUBLIC NOTICE
SUMMARY OF PROPOSED ORDINANCE
(AS PRESCRIBED BY GOVERNMENT CODE SECTION 36933 (c) (1)) NOTICE IS HEREBY GIVEN THAT at their meeting held October 28, 2025, the Glendora City Council introduced for first reading, proposed Ordinance No. _______, “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, APPROVING THE 2025
CITYWIDE ENGINEERING AND TRAFFIC SURVEY AND AMENDING THE GLENDORA MUNICIPAL CODE TO DETERMINE AND DECLARE PRIMA FACIE SPEED LIMITS” which if approved, will amend a section of Glendora Municipal Code Title 10 Vehicles and Traffic, Section
10.05.010 Prima Facie Speed Limits. The ordinance enacts the following regulations and policies:
This Ordinance adopts the 2025 Citywide Engineering and Traffic Survey, prepared in accordance with the California Vehicle Code and the California Manual on Uniform Traffic Control Devices (CA MUTCD, Revision 8, January 2024). The ordinance updates and establishes prima facie speed limits on various streets throughout the City of Glendora based on current traffic and roadway conditions (amended speed limits are proposed for seventeen street segments), consistent with Assembly Bill 43 (2021). The adoption of this ordinance ensures the City’s posted speed limits remain current, reasonable, and enforceable, and authorizes the Public Works Director to install or replace speed limit signs in accordance with the updated survey.
A certified copy of the full text of the proposed ordinance, including all roadway segments and proposed speed limits, is available for public review in the Office of the City Clerk, 116 E. Foothill Boulevard, Glendora, California, during normal business hours.
The City Council will consider adoption of said ordinance at their meeting to be held November 12, 2025, at 7:00 p.m., in the Council Chamber, 116 E. Foothill Boulevard, Glendora.
A full text copy of the ordinance may be reviewed in the Office of the City Clerk of the City of Glendora at Glendora City Hall, 116 E. Foothill Boulevard, California, and online at www.cityofglendora.org under public notices.
Said ordinance will become effective 30 days after adoption.
The foregoing Ordinance was introduced for first reading at a Regular Meeting of the Glendora City Council by the following roll call vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
Dated this ______ day of ___________, 2025.
Kathleen R. Sessman, MMC
City Clerk/Communications Director
Published in San Gabriel Valley Examiner: November 6, 2025
PUBLIC NOTICE
SUMMARY OF APPROVED ORDINANCE
AS PRESCRIBED BY GOVERNMENT CODE SECTION 36933 (c) (1)
NOTICE IS HEREBY GIVEN THAT at their meeting held November 12, 2025, the Glendora City Council conducted a second reading and adopted Ordinance No. ______, “AN ORDINANCE
OF THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, APPROVING THE 2025 CITYWIDE ENGINEERING AND TRAFFIC SURVEY AND AMENDING THE GLENDORA MUNICIPAL CODE TO DETERMINE AND DECLARE PRIMA FACIE SPEED LIMITS.” which amends several sections of Glendora Municipal Code Title 10 Vehicles and Traffic, Section
10.05.010 Prima Facie Speed Limits.
The ordinance enacts the following regulations and policies:
The ordinance approves the 2025 Citywide Engineering and Traffic Survey prepared in accordance with the California Vehicle Code and California Manual on Uniform Traffic Control Devices (CA MUTCD, Rev. 8, 2024), updates posted speed limits on various City streets, and authorizes the installation of new or replacement signage consistent with those findings.
Said ordinance will become effective 30 days after adoption.
A full text copy of the ordinance may be reviewed in the Office of the City Clerk of the City of Glendora at Glendora City Hall, 116 E. Foothill Boulevard, California, and online at www.cityofglendora.org under public notices.
The foregoing Ordinance was approved and adopted at a Regular Meeting of the Glendora City Council by the following roll call vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
Dated this ______ day of ___________, 2025.
Kathleen R. Sessman, MMC
City Clerk/Communications Director
Published in San Gabriel Valley Examiner: November 20, 2025
STAFF REPORT
TO: Mayor and Council Members DATE: October 28, 2025
FROM: Public Works DISTRICT(S): Citywide
SUBJECT: Capital Improvement Update
RECOMMENDATION
That the City Council:
1. Receive and file the FY 2025/26 Capital Improvement Program Update.
STRATEGIC FOCUS AREAS
Goal 2: Maintain Financial Stability and Sustainability (MFSS) Goal 4: Enhance and Modernize the Organization (EMO)
Goal 5: Improve and Maintain the City’s Infrastructure and Facilities (IMCIF)
EXECUTIVE SUMMARY
This report provides an update on the City’s active Capital Improvement Program (CIP) projects for Fiscal Years 2024/25 and 2025/26, including the progress of design and construction efforts across Public Works’ core service areas—streets, water, parks, facilities, and stormwater. The update also acknowledges the adoption of the new Five-Year Capital Improvement Program Schedule for FY 2026 through FY 2030, approved as part of the FY 2025- 27 Adopted Two-Year Budget. The adopted Five-Year CIP outlines over $108 million ($108M) in planned capital investments supporting infrastructure renewal, water system resiliency, facility modernization, and stormwater quality improvements.
The approved Two-Year CIP Budget totals $44M, with nearly $15M allocated for FY 2025/26 and $29M for FY 2026/27. In addition to the newly programmed projects, $22M in prior-year projects were carried forward, resulting in a Five-Year CIP total of $108M, including approximately $86M in new investments programmed through FY 2030
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
On June 10, 2025, the City Council adopted the FY 2025-27 Two-Year Budget of the City of Glendora covering Fiscal Years 2025/26 and 2026/27. The Two-Year Budget also included adoption of the new Five-Year Capital Improvement Program, which establishes a tentative schedule for capital projects planned from FY 2026 through FY 2030.
Only the projects programmed for FY 2026 and FY 2027 are currently budgeted and funded; the out-year projects (FY 2028–FY 2030) are included for planning purposes and will be subject to future budget appropriations and availability of funding resources. In addition to looking forward, several capital improvement projects approved in prior years have been carried forward, along with their remaining available budgets, to ensure completion of work already in progress.
DISCUSSION
Since the previous update, Public Works staff and consulting engineers have advanced multiple major capital projects through design, permitting, and environmental review stages, with several projects entering the bid phase before the end of the fiscal year.
Major Active Projects:
Glendora Avenue Water and Street Improvement
Comprehensive upgrade of the water main and full street rehabilitation (pavement, sidewalks, Americans with Disabilities Act (ADA) compliant ramps , and traffic signal enhancements) along Glendora Avenue from Gladstone to Route 66. Design is underway with completion expected in the second quarter (Q2) of FY 2026/27 (late 2026).
Colorado Avenue Water and Street Improvement
Comprehensive water main upgrade and street rehabilitation from Glendora Avenue to Le Mar Park and adjacent streets. Design is 60% complete with completion anticipated at the end of 2025. The RFP/Bid advertisement is anticipated to be released in the spring of 2026 with construction targeted for June 2026.
Cypress Avenue Water and Street Improvement
Comprehensive water main upgrade and street rehabilitation east of Loraine between Leadora Avenue and Bennett Avenue Currently in design with a target design completion by late 2025. The RFP/Bid advertisement is targeted for January–March 2026, with construction planned for summer 2026 to minimize the impact on school traffic.
North Glendora Reservoir Replacement
Improvements to access and site infrastructure associated with the City’s reservoir, including road and supporting utility work. The project is currently awaiting the final access road design and working to finalize a Mitigated Negative Declaration (MND) for presentation and approval by City Council; after which the project will be advertised for construction.
Pavement Management Plan (PMP)
A critical asset management tool that evaluates the condition of all City streets by assigning a Pavement Condition Index (PCI). The Plan provides a guide to prioritize street repairs and preventative maintenance in order to maximize the effectiveness of limited funding. Scheduled to be presented to the City Council prior to the end of 2025.
Lone Hill Street Improvement
Replacement and realignment of roadway infrastructure along Lone Hill, including right-of-way coordination with Caltrans for associated street access and traffic improvements. To date, the encroachment has been approved by Caltrans, full regulatory permitting is expected to be completed by the end of 2025. A Request for Proposal (RFP)/Bid advertisement is anticipated to be released in January 2026 with construction to begin between March and April 2026.
Traffic and Speed Survey
Engineering and Traffic Survey evaluating speed limits on arterial and collector streets citywide. Ordinance revisions to GMC 10.05 (Prima Facie Speed Limits) are required to implement new limits. Presentation of the survey and first reading of the ordinance is scheduled for City Council on October 28, 2025.
Highway Safety Improvement Program (HSIP) Cycle 11, Traffic Signal Modifications Upgrades and modernization of pedestrian crossing, and intersection safety features at eight priority intersections under the Highway Safety Improvement Program. The project has went out to bid and will be brought forward to City Council for award of the construction contract before the end of the year.
Glendora People Movement Project (GPMP)
This project consists of four distinct projects, three urban trails and first and last mile improvements along Glendora Avenue and Foothill Boulevard within close proximity of the newly opened Metro A Line. Staff with assistance form the San Gabriel Council of Government and consultants continue to make progress on the project, with construction of the San Dimas Wash Trail expected to be begin in the spring of 2026 and a focus on completing the First and Last Mile component next.
Finkbiner Park Stormwater Capture Project
Installation of an underground stormwater treatment and infiltration facility beneath the softball field to capture runoff and enhance water quality. Design is expected to be completed by the end of 2025. The project will proceed to City Council by or before January 2026 for consideration of the Mitigated Negative Declaration (MND) following a public hearing. Construction is expected to begin in the spring of 2027, after regulatory permits are obtained from Los Angeles County Flood Control District and potentially Army Corp of Engineers, as the project is adjacent to the Little Dalton Wash. This project includes $23.7M of funds programmed in the adopted CIP, the majority of which comes from Measure W.
South Hills Bike Park
Development of a bicycle park facility, including trail, pump track, and related amenities for the community in the South Hills Area adjacent to Glendora Ave. Construction bid documents for the trail are at 95% completion; Construction is targeted to begin in 2026. The project is funded with Measure A, Parks Development, and grant funds totaling $2.7M.
Manooshian Park Guardrail
Installation of guardrail along park perimeter boundaries to improve safety, pending environmental and permitting clearances. An environmental study will be required prior to applying for the required 408 Permit, as this project is adjacent to the Little Dalton Wash.
Facilities City Yard Improvement Project
Improves City Yard layout, access, and operational efficiency. Currently nearing completion of the design phase. Steps toward construction will commence upon identification of funding source.
Police Department Lobby Remodel
Enhances ADA accessibility, public interface, and security. The project is under design with construction expected to be complete in FY 2027.
ADA Self Evaluation and Transition Plan
Self evaluation of upgrades required to meet ADA compliance and the development of a plan and resources required to meet compliance. The project is still in the development phase and is expected to be completed in FY 2027.
Stormwater Master Plan
Comprehensive plan to improve citywide stormwater infrastructure. The RFP process has been completed with a recommendation for award presented to City Council for approval on October 28, 2025.
Newly Adopted CIP (FY 2026–2030) Highlights
The adopted five-year program advances several projects now in planning or design, with construction anticipated between FY 2026 and FY 2030. The list below provides a sneak preview of additional projects in the pipeline.
Parks
Gladstone Park Pickleball Courts – FY 2026–2027
Converts existing space to community pickleball courts.
Skate Park Resurfacing – FY 2026 to 2027 – $309,000
Resurfaces existing facility to improve safety and extend use.
Streets & Transportation
Citywide Grind, Overlay, and Slurry Seal Program – FY 2026 to 2030 Routine pavement rehabilitation and preservation across the city.
Citywide Sidewalk Improvement Program – FY 2026 – 2030
Repairs and upgrades sidewalks to enhance pedestrian accessibility.
HSIP Cycle 12 – FY 2026–2027
Design of signal modifications, pedestrian crossings, and safety upgrades at eleven intersections.
Stormwater
Storm Drain Inlet Insert Program – FY 2027–2029
Installs water quality treatment inserts to capture pollutants and improve runoff management.
FISCAL IMPACT
There is no fiscal impact associated with this receive-and-file report. Project costs are included in the adopted FY 2026–2027 budget and Five-Year CIP, with future years subject to appropriation.
ENVIRONMENTAL DETERMINATION
This action is not a “project” as defined by Section 21065 of the Public Resources Code and Sections 15060(c)(2), 15060(c)(3), and 15378 of the CEQA Guidelines.
Prepared By: Valerie Velasquez-Santoya, Assistant Public Works Director Concurs With: Not Applicable
Reviewed By: William Wittkopf, Public Works Director
Certified to Availability of Funds: Kyle Johnson, Finance Director/City Treasurer Approved By: Adam Raymond, City Manager
Legal Review: Danny Aleshire, City Attorney
CEQA Review: Not Applicable
Attachments
A_Power_Point.pdf
CAPITAL IMPROVEMENT PROGRAM UPDATE
PUBLIC WORKS
GLENDORA CITY COUNCIL
OCTOBER 28, 2025
VALERIE VELASQUEZ-SANTOYA, ASSISTANT PUBLIC WORKS DIRECTOR FIVE YEAR CIP (2026 – 2030)
• Adopted June 10, 2025
• 5 Year Program totals $108.3 Million(M)
• New FY 2026 – FY 2030 Investments ~ $86M
• Carryforward Projects: $22.3 M
Two Year Funded Budget: $44.3M
FY 2025/26: $14.9M
FY 2026/27: $29.4M
Out-year projects (FY2028 – FY2030) are included for
planning purposes and are subject to future budget
appropriations and availability of funding resources.
CAPITAL IMPROVEMENT PROGRAM
WATER & STREET
PROJECTS
Location
Gladstone to Route 66
Water Main Improvements
1 Mile Water Line Replacement, Water Service
Laterals and Fire Hydrant Assemblies
Street Improvements
Approximately 300,000 Sq. Ft. Pavement
Resurfacing & Rehabilitation, ADA compliant
curb ramps, New Signage, Striping and Traffic
Signal Modifications.
Status
Design in process, completion of design
expected late 2026 (FY27)
Construction pending appropriation
GLENDORA WATER AND STREET IMPROVEMENT PROJECT
8 Streets
Glendora Ave. to Lemar Park
Route 66 to Mauna Loa Avenue
Water Main Improvements
8,500 Linear Feet 8” Pipe Replacement
Water Service Laterals & Fire Hydrant Assemblies
Street Improvements
Approximately 300,000 Sq. Ft. Pavement
Resurfacing & Rehabilitation, ADA compliant
curb ramps, New Signage & Striping
Status
Design at 60% completion.
Construction RFP advertised Spring 2026;
Construction targeted for June 2026
COLORADO WATER AND STREET IMPROVEMENT PROJECT
CYPRESS AVENUE ET Al. WATER AND STREET IMPROVEMENT PROJECT Location
7 Streets, Leadora to Bennett (N-S) and Loraine to
Elwood (E – W)
Water Main Improvements
8,300 Linear Feet 8” Pipe Replacement
Water Service Laterals & Fire Hydrant Assemblies
Street Improvements
Approximately 300,000 Sq. Ft. Pavement Resurfacing
& Rehabilitation; ADA compliant curb ramps, New
Signage & Striping
Status
Design at 60% completion.
Construction RFP advertised Spring 2026
Construction targeted for Summer 2026
North Glendora Reservoir Replacement
Replacement of existing reservoir.
Access and site infrastructure
improvements are also required,
including road and supporting utility
work.
Status:
Awaiting final access road design and
Mitigated Negative Declaration (MND).
2025 PAVEMENT MANAGEMENT PLAN UPDATE
PROJECT DESCRIPTION
Evaluation of all City streets with assignment of a Pavement Condition Index (PCI) for each.
Tracks pavement deterioration over time
Guides the City in prioritizing street repairs and preventative maintenance to maximize the effectiveness of limited funding..
STATUS
• A PMP was last completed in 2020
• Updated 2025 PMP will be presented to City Council
December 09, 2025.
10+ MILES OF TRANSPORTATION IMPROVEMENTS
Urban Trails
Three Trails Along The Flood Channels
First / Last Mile
Enhanced Accessibility & Connectivity To A Line
Bike Lanes
Roundabout on Glendora at Ada
Fiscal Impact
$21.5 Million Investment
Grant Funds; Federal Appropriations; Local Return &
$1M City Capital Improvement Funds
Status
San Dimas Wash Trail Construction: Start Spring 2026
First Last Mile: Glendora/Foothill, Construction: Start Late 2026 Little Dalton Trail: Mid to Late 2027
GLENDORA PEOPLE MOVEMENT PROJECT
FACILITIES
Project Scope
Family bike park developed in the South Hills to
include Beginner and Advanced Tracks, Three
Jump Lines, Vault Restrooms, a Shade Pavilion,
Seating and Spectator Areas, and Parking.
Status
Project is in the design phase and under
environmental review.
Construction expected to begin late 2026
SOUTH HILLS BIKE PARK
FINKBINER STORMWATER CAPTURE PROJECT
Project Scope
Regional stormwater capture & infiltration
facility located at Finkbiner Park beneath
baseball field. Improvements will contribute to
Municipal Separate Storm Sewer (MS4) Permit
compliance.
Fiscal Impact
Approximately $23.7 Million
Majority Funded through Safe Clean Water Act
– Upper San Gabriel Valley Watershed
• $18.3 Million in Regional Funds Awarded
• Additional Funding from Safe Clean Water
Municipal Funds
Status
Final Design to be complete by end of 2025.
MND to City Council January 2026
Construction Spring 2027
• Regulatory Permits Required
TRAFFIC-RELATED
PROJECTS
Highway Safety Improvement Program (HSIP) Cycle 11
• Traffic Signal Modifications
• Install Protected Left Turn Phasing at Six (6) Locations • Convert Pedestal Signals to Mast Arm Signals at Two (2) Locations • Install High Visibility Crosswalks at all locations
Status
• Contract for construction to be Awarded November 12th Engineering and Traffic Study
• Evaluates Speed Limits Citywide
• Periodic Updates Required per the California Vehicle Code Status
• Study and Proposed Ordinance presented October 28th
CIP PROJECT LISTING
CIP PIPELINE
Project
ADA Self Evaluation and Transition Plan
American Legion Building Restroom Remodel
Big Dalton Restroom Demo / Rebuild
La Fetra Center Improvements
Scout Hut Improvements
Police Department Facility Improvements
Crowther Teen Center Roof Improvements
Skate Park Resurface
Gladstone Park Shade and Pickle Ball Courts
South Hills Bike Park
Annual Citywide Sidewalk Improvements
Finkbiner Park Stormwater Capture
Project
Traffic Signal Upgrades/Modifications
2025 Pavement Management Plan Update
Street Improvements: Slurry Seal/Grind & Overlay
2025 Traffic and Speed Survey Update
Street Name, Gateway & Wayfinding Signs
Lone Hill Ave Street Rehabilitation
Lone Hill Bridge at San Dimas Wash
People Movement Project
Antique Street Light Refurbishment
North Glendora Reservoir Improvement
Parks and Trails Master Plan
Stormwater Master Plan
RECOMMENDATION:
THAT THE CITY COUNCIL:
1. Receive and file the FY 2025/26 Capital Improvement Program Update
STAFF REPORT
TO: Mayor and Council Members DATE: October 28, 2025
FROM: Community Development DISTRICT(S): Citywide
SUBJECT: First Reading and Introduction of Ordinance adopting the 2025 California Building Standards Codes
RECOMMENDATION
That the City Council:
1. Waive full reading, read by title only, and introduce for first reading an ordinance titled , “AN ORDINANCE OF THE CITY OF GLENDORA, CALIFORNIA, ADOPTING THE 2025 EDITIONS OF THE CALIFORNIA ADMINISTRATIVE CODE; CALIFORNIA FIRE CODE; CALIFORNIA BUILDING CODE; CALIFORNIA EXISTING BUILDING CODE; CALIFORNIA HISTORICAL BUILDING CODE; CALIFORNIA MECHANICAL CODE; CALIFORNIA PLUMBING CODE; CALIFORNIA WILDLAND-URBAN INTERFACE CODE; CALIFORNIA ELECTRICAL CODE; CALIFORNIA RESIDENTIAL CODE; CALIFORNIA GREEN BUILDING STANDARDS CODE; CALIFORNIA REFERENCED STANDARDS CODE; AND CALIFORNIA ENERGY CODE; INCLUDING SELECTED APPENDICES THERETO;" and
2. Direct the preparation of a summary of ordinance for publication pursuant to Govt. Code 36933 and Resolution CC 2018-40.
STRATEGIC FOCUS AREAS
Not Applicable
EXECUTIVE SUMMARY
Every three years, the California Building Standards Commission (CBSC) adopts and publishes a new edition of the codes that govern the design and construction of buildings, associated facilities, and equipment throughout the state. Local jurisdictions are required by state law to enforce these codes.
The 2025 California Building Standards Codes were published on July 1, 2025, and will become effective January 1, 2026.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
None
DISCUSSION
The California Building Standards Code (Title 24) establishes the minimum state regulations for the design, construction, and maintenance of buildings and related systems. These standards, defined in the California Health and Safety Code, apply uniformly to all building occupancies throughout the state and are published by the California Building Standards Commission (CBSC) every three years.
Cities and counties are required by state law to enforce Title 24 within their jurisdictions. The 2025 editions of these codes take effect January 1, 2026.
The 2025 updates advance statewide goals for energy efficiency, electrification, and wildfire resilience. Major changes include stronger electric-ready requirements in the Energy Code; new electric-vehicle charging and Automatic Load Management System provisions in the CALGreen Code; improved coordination of photovoltaic and battery-energy-storage standards; and the introduction of a new, stand-alone Wildland-Urban Interface Code consolidating wildfire-resilience and access standards.
California Assembly Bill 130 (2025) temporarily restricts local jurisdictions from adopting or enforcing building standards for residential occupancies that are more restrictive than those contained in the California Building Standards Code, between October 1, 2025 and June 1, 2031, except where necessary to address an imminent threat to health or safety or as otherwise permitted by State law. This ordinance adopts the 2025 California Building Standards Codes consistent with those requirements.
Adoption of the codes by reference must follow the procedures in Government Code Section 50022.1 et seq., which include specific public notice and hearing requirements. The first reading introduces the ordinance, and the second reading must be conducted as a public hearing. The second reading and hearing are tentatively scheduled for November 12, 2025, with two required public notices published at least five days apart prior to that date.
FISCAL IMPACT
There is no fiscal impact associated with the recommendations in this report.
ENVIRONMENTAL DETERMINATION
The proposed Ordinance and its various amendments to certain City code provisions is exempt from CEQA pursuant to Cal. Code Regs. Title 14, Section 15061(b)(3).
Prepared By: Elizabeth Loera, Administrative Assistant
Concurs With: Not Applicable
Reviewed By: Jeff Kugel, Community Development Director Certified to Availability of Funds: Kyle Johnson, Finance Director/City Treasurer Approved By: Adam Raymond, City Manager
Legal Review: Danny Aleshire, City Attorney
CEQA Review: Not Applicable
Attachments
A_ORDINANCE.pdf
B_PowerPoint.pdf
C_Summary_of_Ordinance_-_Public_Notice_Proposed_and_Approved.pdf 01240.0006 2055384.1 1
ORDINANCE NO. _______
AN ORDINANCE OF THE CITY OF GLENDORA, CALIFORNIA,
ADOPTING THE 2025 EDITIONS OF THE CALIFORNIA
ADMINISTRATIVE CODE; CALIFORNIA FIRE CODE; CALIFORNIA
BUILDING CODE; CALIFORNIA EXISTING BUILDING CODE;
CALIFORNIA HISTORICAL BUILDING CODE; CALIFORNIA
MECHANICAL CODE; CALIFORNIA PLUMBING CODE;
CALIFORNIA WILDLAND-URBAN INTERFACE CODE; CALIFORNIA
ELECTRICAL CODE; CALIFORNIA RESIDENTIAL CODE;
CALIFORNIA GREEN BUILDING STANDARDS CODE; CALIFORNIA
REFERENCED STANDARDS CODE; AND CALIFORNIA ENERGY
CODE; INCLUDING SELECTED APPENDICES THERETO
THE CITY COUNCIL
City of Glendora, California
WHEREAS, California law requires that on January 1, 2026, all portions of the 2025 California Code of Regulations Title 24 must be effective within the City of Glendora; and WHEREAS, pursuant to Government Code §§ 50022.1 et seq., the City of Glendora is authorized to enact an ordinance which adopts any code by reference; and WHEREAS, the California Building Standards Commission has adopted the triennial editions of the model codes (the “Codes”); and
WHEREAS, the City of Glendora has previously adopted the “Codes” and seeks to adopt the most recent versions of the “Codes”; and
WHEREAS, in accordance with Section 15061(b)(3) of Title 14 of the California Code of Regulations, the adoption of local amendments to effectuate amendments to the Codes is exempt from the provisions of the California Environmental Quality Act.
THE CITY COUNCIL OF THE CITY OF GLENDORA DOES ORDAIN AS FOLLOWS:
SECTION 1. Section 18.04.010 of the Glendora Municipal Code “California Fire Code” is hereby repealed in its entirety and restated as follows:
“Section 18.04.010 Adopted by reference. The City adopts by reference the California Fire Code, 2025 Edition (Title 24, Part 9), which contains substantial copyrighted material from the 2024 International Fire Code, a copyrighted work owned by the International Code Council, Inc.; and said Code, including Appendix Chapters 4, B, BB, C, CC, and H, is adopted in total as the law of the City. One copy of the Code has been, and is now, filed in the office of 01240.0006 2055384.1 2
the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 2: Section 19.01.010 of the Glendora Municipal Code “California Administrative Code” is hereby added and adopted as follows:
“Section 19.01.010 Adopted by reference. The City adopts by reference the California Administrative Code, 2025 Edition (Title 24, Part 1). One copy of said Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 3. Section 19.02.010 of the Glendora Municipal Code “California Building Code” is hereby repealed in its entirety and restated as follows:
“Section 19.02.010 Adopted by reference. The City adopts by reference the California Building Code, 2025 Edition (Title 24, Part 2), which contains substantial copyrighted material from the 2024 International Building Code, a copyrighted work owned by the International Code Council, Inc.; and said Code, including Appendix Chapters H, I, and J, is adopted in total as the law of the City.
One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 4. Section 19.03.010 of the Glendora Municipal Code “California Existing Building Code” is hereby repealed in its entirety and restated as follows:
“Section 19.03.010 Adopted by reference. The City adopts by reference the California Existing Building Code, 2025 Edition (Title 24, Part 10), which contains substantial copyrighted material from the 2024 International Existing Building Code, a copyrighted work owned by the International Code Council, Inc.; and said Code, including Appendix Chapters A1, A2, A3, A4, and A5, is adopted as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 5. Section 19.04.010 of the Glendora Municipal Code “California Mechanical Code” is hereby repealed in its entirety and restated as follows:
“Section 19.04.010 Adopted by reference. The City adopts by reference the California Mechanical Code, 2025 Edition (Title 24, Part 4), which contains substantial copyrighted material from the 2024 Uniform Mechanical Code, a copyrighted work owned by the International Association of Plumbing and Mechanical Officials; and said Code is adopted as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and 01240.0006 2055384.1 3
the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 6. Section 19.05.010 of the Glendora Municipal Code “California Historical Building Code” is hereby repealed in its entirety and restated as follows:
“Section 19.05.010 Adopted by reference. The City adopts by reference the California Historical Building Code, 2025 Edition (Title 24, Part 8), which contains regulations of the State Historical Building Safety Board. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.” SECTION 7. Section 19.07.010 of the Glendora Municipal Code “California WildlandUrban Interface Code” is hereby added and adopted as follows:
“Section 19.07.010 Adopted by reference. The City adopts by reference the California Wildland-Urban Interface Code, 2025 Edition (Title 24, Part 7), which contains substantial copyrighted material from the 2024 International Wildland-Urban Interface Code, a copyrighted work owned by the International Code Council, Inc.; and said Code is adopted as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.” SECTION 8. Section 19.08.010 of the Glendora Municipal Code “California Plumbing Code” is hereby repealed in its entirety and restated as follows):
“Section 19.08.010 Adopted by reference. The City adopts by reference the California Plumbing Code, 2025 Edition (Title 24, Part 5), which contains substantial copyrighted material from the 2024 Uniform Plumbing Code, a copyrighted work owned by the International Association of Plumbing and Mechanical Officials; and said Code, including Appendix Chapters A, B, D, H, I, and J, is adopted as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.” SECTION 9. Section 19.12.010 of the Glendora Municipal Code “California Electrical Code” is hereby repealed in its entirety and restated as follows:
“Section 19.12.010 Adopted by reference. The City adopts by reference the California Electrical Code, 2025 Edition (Title 24, Part 3), which contains substantial copyrighted material from the 2023 National Electrical Code, a copyrighted work owned by the National Fire Protection Association; and said Code is adopted in total as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.” 01240.0006 2055384.1 4
SECTION 10: Section 19.13.010 of the Glendora Municipal Code “California Residential Code” is hereby repealed in its entirety and restated as follows:
“Section 19.13.010 Adopted by reference. The City adopts by reference the California Residential Code, 2025 Edition (Title 24, Part 2.5), which contains substantial copyrighted material from the 2024 International Residential Code, a copyrighted work owned by the International Code Council, Inc.; and said Code, including Appendix Chapters BF, BH, and CI, is adopted in total as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 11: Section 19.14.010 of the Glendora Municipal Code “California Referenced Standards Code” is hereby added and adopted as follows:
“Section 19.14.010 Adopted by reference. The City adopts by reference the California Referenced Standards Code, 2025 Edition (Title 24, Part 12). One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.” SECTION 12. Section 19.15.010 of the Glendora Municipal Code “California Green Building Standards Code” is hereby repealed in its entirety and restated as follows:
“Section 19.15.010 Adopted by reference. The City adopts by reference the California Green Building Standards Code, 2025 Edition (Title24, Part 11); and said Code is adopted in total as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 13. Section 19.17.010 of the Glendora Municipal Code “California Energy Code” is hereby repealed in its entirety and restated as follows:
“Section 19.17.010 Adopted by reference. The City adopts by reference the California Energy Code, 2025 Edition (Title 24, Part 6); and said Code is adopted in total as the law of the City. One copy of the Code has been, and is now, filed in the office of the Building Official, and the Code is adopted by reference as if incorporated and set out in full in this Chapter.”
SECTION 14. Unless superseded or expressly repealed, references in City forms, documents and regulations to the titles, chapters, and sections of the City of Glendora Municipal Code, Title 18 and 19, shall be construed to apply to the corresponding provisions contained within the 2025 edited changes to Title 18 and 19 of the Glendora Municipal Code. City of Glendora Ordinance No. 2074 and all other ordinances or parts of ordinances in conflict herewith are hereby superseded and expressly repealed; otherwise, except as specifically amended by this Ordinance, all other provisions of Title 18 and 19 of the Glendora Municipal Code shall remain unchanged.
01240.0006 2055384.1 5
SECTION 15. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unenforceable by a court of competent jurisdiction, the remaining portions of this Ordinance shall nonetheless remain in full force and effect. The City Council of the City of Glendora hereby declares that it would have adopted each section, subsection, sentence, clause, phrase, or portion of this Ordinance, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions of this Ordinance be declared invalid or unenforceable.
SECTION 16. The Mayor shall sign this Ordinance and the City Clerk shall attest and certify to the passage and adoption thereof and cause same to be published at least once in the San Gabriel Valley Examiner, a weekly newspaper of general circulation, published in the City of Glendora, which newspaper is hereby designated for that purpose (Government Code § 40806); and thereupon, and thirty (30) days after its passage, this Ordinance shall take effect.
PASSED, APPROVED and ADOPTED this ____ day of _________, 2025 City Council of Glendora, California
BY: _________________________________
DAVID FREDENDALL, Mayor
APPROVED AS TO FORM:
Aleshire & Wynder, LLP
DANNY ALESHIRE, City Attorney
CERTIFICATION
I, Kathleen R. Sessman, City Clerk of the City of Glendora, do hereby certify that the foregoing Ordinance was introduced for first reading on _____________, 2025, by the following roll call vote:.
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
Thereafter, said Ordinance was duly approved and adopted at a regular meeting of the City Council on ______________, 2025, by the following roll call vote:
AYES: COUCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
01240.0006 2055384.1 6
I further certify that said Ordinance was published as required by law in a newspaper of general circulation in the City of Glendora, California on the ____ day of ____________, 2025.
Dated: _____________________________________________
KATHLEEN R. SESSMAN, City Clerk
FIRST READING AND INTRODUCTION OF ORDINANCE
ADOPTING THE 2025 CALIFORNIA BUILDING
STANDARDS CODES
COMMUNITY DEVELOPMENT
CITY COUNCIL MEETING
OCTOBER 28, 2025
DAVID COLLETT, BUILDING OFFICIAL
SUMMARY
• Every three years, the California Building Standards
Commission adopts and publishes a new edition of the codes that govern the design and construction of buildings,
associated facilities, and equipment throughout the state. • Local jurisdictions are required by state law to enforce these codes.
• The new building codes become effective January 2026.
UPDATES
• The 2025 updates advance statewide goals for energy efficiency, electrification, and wildfire resilience.
Updates include:
• Stronger electric-ready requirements in the Energy Code • New electric-vehicle charging and Automatic Load Management System provisions in the CALGreen Code
• Improved coordination of photovoltaic and battery-energystorage standards • Introduction of a new, stand-alone Wildland-Urban Interface Code consolidating wildfire-resilience and access standards.
CA AB 130
California Assembly Bill 130 (2025)
• Temporarily restricts local jurisdictions from adopting or enforcing building standards for residential occupancies that are more restrictive than those contained in the California Building Standards Code, between October 1, 2025 and June 1, 2031, except where necessary to address an imminent threat to health or safety or as otherwise permitted by State law.
• This ordinance adopts the 2025 California Building Standards Codes consistent with those requirements.
RECOMMENDATION
That the City Council:
1. Introduce for first reading an Ordinance entitled, “AN ORDINANCE OF THE CITY OF GLENDORA, CALIFORNIA, ADOPTING THE 2025 EDITIONS OF THE CALIFORNIA ADMINISTRATIVE CODE; CALIFORNIA FIRE CODE; CALIFORNIA BUILDING CODE; CALIFORNIA EXISTING BUILDING CODE; CALIFORNIA HISTORICAL BUILDING CODE; CALIFORNIA MECHANICAL CODE; CALIFORNIA PLUMBING CODE; CALIFORNIA WILDLAND-URBAN INTERFACE CODE; CALIFORNIA ELECTRICAL CODE; CALIFORNIA
RESIDENTIAL CODE; CALIFORNIA GREEN BUILDING STANDARDS CODE; CALIFORNIA REFERENCED STANDARDS CODE; AND CALIFORNIA ENERGY CODE; INCLUDING SELECTED APPENDICES THERETO,” by reading of the title only and waiving further reading; and,
2. Direct the preparation of a summary of ordinance for publication pursuant to Govt. Code 36933 and Resolution CC 2018-40.
PUBLIC NOTICE
SUMMARY OF PROPOSED ORDINANCE
(AS PRESCRIBED BY GOVERNMENT CODE SECTION 36933 (c) (1)) NOTICE IS HEREBY GIVEN THAT at their meeting held October 28, 2025, the Glendora City Council introduced for first reading, proposed Ordinance No. (Insert #), which if approved, will amend the following sections of Glendora Municipal Code:
Section 18.04.010, California Fire Code; Section 19.01.010, California Administrative Code; Section 19.02.010, California Building Code; Section 19.03.010, California Existing Building Code; Section 19.04.010, California Mechanical Code; Section 19.05.010, California Historical Building Code; Section 19.07.010, California Wildland-Urban Interface Code; Section 19.08.010, California Plumbing Code; Section 19.12.010, California Electrical Code; Section 19.13.010, California Residential Code; Section 19.14.010, California Referenced Standards Code; Section
19.15.010, California Green Building Standards Code; Section 19.17.010, California Energy Code.
The Ordinance enacts the following regulations and policies:
Adopt by reference, the 2025 editions of the California Fire Code; California Administrative Code; California Building Code; California Existing Building Code; California Mechanical Code; California Historical Building Code; California Wildland-Urban Interface Code; California Plumbing Code; California Electrical Code; California Residential Code; California Referenced Standards Code; California Green Building Standards Code; and California Energy Code; including selected appendices thereto.
The City Council will consider adoption of said Ordinance at their meeting to be held November 12, 2025, at 7:00 p.m., in the Council Chamber, 116 E. Foothill Boulevard, Glendora.
A full text copy of the ordinance may be reviewed in the Office of the City Clerk of the City of Glendora at Glendora City Hall, 116 E. Foothill Boulevard, California, and online at www.cityofglendora.gov under public notices.
Said Ordinance will become effective 30 days after adoption.
The foregoing Ordinance was introduced for first reading at a Regular Meeting of the Glendora City Council by the following roll call vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
Dated this (day) day of (Month), (YYYY).
Kathleen R. Sessman, MMC
City Clerk
Published in San Gabriel Valley Examiner: (Insert Publication Date)
PUBLIC NOTICE
SUMMARY OF APPROVED ORDINANCE
AS PRESCRIBED BY GOVERNMENT CODE SECTION 36933 (c) (1)
NOTICE IS HEREBY GIVEN THAT at their meeting held November 12, 2025, the Glendora City Council conducted a second reading and adopted Ordinance No. (Insert #), which amends several sections of Glendora Municipal Code:
Section 18.04.010, California Fire Code; Section 19.01.010, California Administrative Code; Section 19.02.010, California Building Code; Section 19.03.010, California Existing Building Code; Section 19.04.010, California Mechanical Code; Section 19.05.010, California Historical Building Code; Section 19.07.010, California Wildland-Urban Interface Code; Section 19.08.010, California Plumbing Code; Section 19.12.010, California Electrical Code; Section 19.13.010, California Residential Code; Section 19.14.010, California Referenced Standards Code; Section
19.15.010, California Green Building Standards Code; Section 19.17.010, California Energy Code.
The ordinance enacts the following regulations and policies:
Adopt by reference, the 2025 editions of the California Fire Code; California Administrative Code; California Building Code; California Existing Building Code; California Mechanical Code; California Historical Building Code; California Wildland-Urban Interface Code; California Plumbing Code; California Electrical Code; California Residential Code; California Referenced Standards Code; California Green Building Standards Code; and California Energy Code; including selected appendices thereto.
Said ordinance will become effective 30 days after adoption.
A full text copy of the ordinance may be reviewed in the Office of the City Clerk of the City of Glendora at Glendora City Hall, 116 E. Foothill Boulevard, California, and online at www.cityofglendora.gov under public notices.
The foregoing Ordinance was approved and adopted at a Regular Meeting of the Glendora City Council by the following roll call vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
Dated this (day) day of (Month), (YYYY).
Kathleen R. Sessman, MMC
City Clerk
Published in San Gabriel Valley Examiner: (Insert Publication Date)
STAFF REPORT
TO: Mayor and Council Members DATE: October 28, 2025
FROM: City Manager DISTRICT(S): Citywide
SUBJECT: Consider Approval of City Attorney Rate Increases and an Amendment to the City Attorney Contract
RECOMMENDATION
That the City Council:
1. Authorize an increase in some of the hourly billing rates for the City Attorney’s Office;
2. Approve an Amendment to the Contract Services Agreement for City Attorney Services, dated March 13, 2018; and
3. Authorize the Mayor to execute the Amendment to the Contract Services Agreement.
STRATEGIC FOCUS AREAS
Not Applicable
EXECUTIVE SUMMARY
This item is to authorize an increase in some of the hourly billing rates for the City Attorney’s Office and approval of an Amendment to the 2018 Contract Services Agreement with Aleshire & Wynder, LLP.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
The City Council entered into a Contract Services Agreement for City of Glendora City Attorney Services with Aleshire & Wynder, LLP (the “Firm”) on March 13, 2018.
DISCUSSION
The City Attorney’s Office has not received any rate adjustments since the Firm commenced providing legal services to the City of Glendora in March 2018. Except for an annual CPI adjustment of three percent (3%) (which the Firm voluntarily forbore during the COVID shut-down), none of the rates charged to the City of Glendora have been changed since the Firm commenced representation of the City in 2018.
Given the significant levels of inflation over the last seven years and the general increases in costs that have occurred across the board, the rate adjustments proposed by the Amendment to the 2018 Contract Services Agreement are intended to provide a catch up in the rates charged by the Firm to address historical discrepancies and will help align the hourly legal rates more closely with current market rates.
The following table summarizes the Firm’s existing and proposed rates:
CLASSIFICATION
HOURLY RATES
EXISTING
PROPOSED
(as of November 1, 2025)*
Monthly Retainer $21,049 Maximum
$21,049 Maximum
(Note: this assumes a $233 hourly
rate)
Code Enforcement
Partners: $258
Associates: $234
Paralegals: $141
Partners: $297
Associates: $269
Paralegals: $162
Special Services
(includes the following
matters):
litigation
personnel / labor
planning
public works
library issues
police matters
Partners: $280
Associates: $257
Paralegals: $141
Partners: $328
Associates: $296
Paralegals: $162
Water
Partners: $280
Associates: $257
Paralegals: $174
Partners: $328
Associates: $296
Paralegals: $200
Reimbursable
(developer pays)
Attorneys (blended):
$410
Paralegals: $199
Partners: $458
Associates: $325
Paralegals: $228
Bond Financing
Attorneys (blended):
$469
Paralegals: $199
Attorneys (blended): $500
Paralegals: $225
*Annual adjustments to the above rates shall be made in accordance with the change in the cost of living for the 12-month period published for the month of November, as shown in the attached Amendment.
The Firm’s proposed rates will remain below market even after the requested rate adjustment is approved. Other competitive public law firms generally charge between $300-475 per hour for partners and associates, with some rates exceeding this range depending on the attorney’s experience and the complexity of the matter.
FISCAL IMPACT
The impact of the new rate adjustments proposed by the Amendment are expected to be approximately $44,000 to $50,000 to the annual budget for legal services provided to the City, depending on the amount of litigation and legal work required of the City Attorney’s Office. Sufficient appropriations are available for the contract amendment in the FY2025-27 Adopted Two-Year budget.
ENVIRONMENTAL DETERMINATION
There are no CEQA impacts associated with the recommendations in this report.
Prepared By: Danny Aleshire, City Attorney
Concurs With: Adam Raymond, City Manager
Reviewed By: Marie Ricci, Deputy City Manager
Certified to Availability of Funds: Kyle Johnson, Finance Director/City Treasurer Approved By: Adam Raymond, City Manager
Legal Review: Danny Aleshire, City Attorney
CEQA Review: Not Applicable
Attachments
A. 2018 Glendora City Attorney Contract (Fully Executed) B. Glendora - AW Amendment to Contract Services Agreement for City Attorney Services (2057543.1).pdf
01240.0001 2057543.1
AMENDMENT
TO CONTRACT SERVICES AGREEMENT
THIS AMENDMENT TO CONTRACT SERVICES AGREEMENT (“Amendment”) by and between the CITY OF GLENDORA, a general law city & municipal corporation (“City”), and ALESHIRE & WYNDER, LLP, a California limited liability partnership (“Consultant”), is effective as of the 1st day of November 2025.
RECITALS
A. City and A&W entered into that certain Contract Services Agreement, dated March 13, 2018 (the “Agreement”), which contains the terms and conditions for the provision of City Attorney legal services by A&W for the City of Glendora.
Initially capitalized terms used but not defined herein shall have the meaning set forth in the Agreement.
B. City and A&W desire to amend the Agreement to increase certain hourly rates payable under Agreement.
TERMS
1. Contract Changes. The Exhibit “A” (Fee Arrangement) attached to the Agreement is replaced in its entirety with the Exhibit “A” attached hereto.
2. Continuing Effect of Agreement. Except as amended by this Amendment, the provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement, as amended by this Amendment to the Agreement.
3. Affirmation of Agreement. City and A& W each ratify and reaffirm each and every one of the respective rights and obligations arising under the Agreement. Each party represents and warrants to the other that there have been no written or oral modifications to the Agreement other than as provided herein. Each party represents and warrants to the other that the Agreement is currently an effective, valid, and binding obligation.
4. Adequate Consideration. The parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment.
5. Authority. The persons executing this Amendment on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Amendment on behalf of said party, (iii) by so executing this Amendment, such party is formally bound to the provisions of this Amendment, and (iv) the entering into this Amendment does not violate any provision of any other agreement to which said party is bound.
6. Counterparts. This Amendment may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument. Each of the parties intend to be bound by the signatures on any telecopied, .pdf or 01240.0001 2057543.1
other electronically delivered document, and are aware that the other party will rely on the telecopied, .pdf or other electronically delivered signatures, and hereby waive any defenses to the enforcement of the terms of this Amendment based on the form of signature. [SIGNATURES ON FOLLOWING PAGE]
01240.0001 2057543.1
IN WITNESS WHEREOF, the parties hereto have executed this Amendment on the date and year first-above written.
CITY:
CITY OF GLENDORA, a municipal
corporation
David Fredendall
City Manager
ATTEST:
Kathleen R. Sessman
City Clerk
A&W:
ALESHIRE & WYNDER, LLP
Name: Danny Aleshire
01240.0001 2057543.1
EXHIBIT “A”
FEE ARRANGEMENT
(1) The City shall pay A&W a flat fee monthly retainer for “General Legal Services” in the amount of $21,049 per month with no limitation in the number of hours or types of legal services (“Monthly Retainer”), subject to the qualifications set forth in Section 2 below.
The Monthly Retainer / General Legal Services shall include the following:
• Providing routine legal advice, consultation, and opinions to the City Council and staff.
• Assisting in the preparation and review of ordinances, agreements, contracts, and related documents, forms, notices, certificates, deeds, and other documents required by the City.
• Attending all City Council meetings, as deemed necessary. • Attending weekly staff meetings
• Consulting with Councilmembers, the City Manager, and other City staff as necessary.
• Rendering legal advice and opinions concerning legal matters that affect the City, including new legislation and court decisions.
• Performing research and interpreting laws, court decisions, and other legal authorities in order to prepare legal opinions and to advise the City Council and City staff on legal matters pertaining to City operations. • Monitoring pending and current state and federal legislation and case law as appropriate.
• Coordinating the work of outside counsel as needed and as directed by the City Council and the City Manager.
(2) For any assignment, matter, or project that is anticipated to exceed six (6) hours of legal services or which involve Special Legal Services, those assignments, matters or projects shall be billed outside of the Monthly Retainer at the rates set forth below. (3) Special Services: Effective November 1, 2025, the City shall pay A&W for attorney “Special Legal Services” (as defined below), at the following rates:
01240.0001 2057543.1
Special Services
Partners: $328 / hr
Associates: $296 / hr
Paralegals: $162 / hr
The term “Special Legal Services” shall include all general civil and criminal litigation matters, personnel matters / labor negotiations, planning / community development services matters, administrative hearings, public works matters, telecommunication matters, library matters, police matters, and other specialized legal matters. Specialized Legal Services shall not include any ICRMA litigation matters for which A&W is involved or engaged in, as such matters shall be billed at the rates approved by the ICRMA. (4) Code Enforcement: Effective November 1, 2025, the City shall pay A&W for attorney code enforcement matters and associated litigation at the following rates:
Code Enforcement
Partners: $297 / hr
Associates: $269 / hr
Paralegals: $162 / hr
(5) Water Services: Effective November 1, 2025, the City shall pay A&W for water matters and associated litigation at the following rates:
Water
Partners: $328 / hr
Associates: $296 / hr
Paralegals: $200 / hr
(6) Bond or Financial Services shall be billed at $500 per hour (blended for partners and associates), and $225 for paralegals. Bond or Financial Services shall mean those situations where A&W acts as Bond Counsel for City with regard to the issuance of securities by City.
(7) Reimbursable Services shall be billed at $458 per hour for partners, $325 per hour for associates, and $228 per hour for paralegals. The term “Reimbursable Services” means those legal services performed by A&W on behalf of the City where the City will be reimbursed by a third party / developer for those services. (8) In addition to the foregoing, the Firm would be reimbursed for out-of-pocket expenses as described in the attached Exhibit “B.”
(9) Adjustments to the rates set forth in this Amended Exhibit “A” shall be as follows: Annual adjustments to the above rates shall be made in accordance with the change in the cost of living for the 12-month period published for the month of November, as shown in the Los Angeles, Long Beach and Anaheim Metropolitan Area U.S. Department of Labor All Urban Consumers Index; provided, however, that such adjustment shall not be lower than 3%, and such adjustment shall be rounded to the nearest dollar figure.