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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
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. 2096, “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: Davis, Elias, Thompson, Allawos and Fredendall.
NOES: COUNCILMEMBERS: None.
ABSENT: COUNCILMEMBERS: None.
Dated this 29th day of October, 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. 2096, “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: November 12, 2025
FROM: Public Works DISTRICT(S): 1
SUBJECT: Consideration of a Resolution approving Final Parcel Map No. 83617 (Applicant:
Dmitriy Kazakov; Property Owner: John B. Cashion; Location: 445 N. Oak Drive and 960 W. Leadora Avenue)
RECOMMENDATION
That the City Council:
1. Adopt a Resolution entitled “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA APPROVING FINAL PARCEL MAP NO. 83617 SUBDIVIDING A SINGLE PARCEL INTO TWO SEPARATE INDIVIDUAL PARCELS, LOCATED AT 445 N. OAK DRIVE AND 960 W. LEADORA AVENUE, GLENDORA, CALIFORNIA”; and
2. Authorize the City Engineer and City Clerk to sign Final Parcel Map No. 83617.
STRATEGIC FOCUS AREAS
Not Applicable
EXECUTIVE SUMMARY
The project applicant/owner is requesting approval of Final Parcel Map No. 83617 subdividing a single parcel into two separate individual parcels.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
On March 14, 2023, the City Council approved Tentative Parcel Map No. 83617, located at 445 N. Oak Drive ("Property) for the subdivision of single parcel into two separate individual parcels (Attachment D). The City Council's adopted Resolution CC 2023-15 has been included for reference as an attachment to this report (Attachment C).
DISCUSSION
Pursuant to Sections 66458 and 66474.1 of the California Subdivision Map Act (Act), the approval of a final map is a ministerial action and cannot be denied if the final map is in substantial conformance with the conditionally approved tentative map and conforms to the requirements established by the Act and local ordinance. The City Council is the decision-making body for final maps, and if the map conforms to all requirements, it must approve the map at the meeting at which it received the map, or at its next regular meeting.
The City's Contract Surveyor has certified the map for mathematical accuracy, survey analysis, title information, and Subdivision Map Act compliance. As required prior to approval of the Final Map by the City Council, the subdivider is in compliance with the tentative map and all required Conditions of Approval (Attachments C and D).
All off-site improvements have been completed and accepted by the City.
Staff recommends the City Council approve the Final Map and adopt the Resolution for the approval of Parcel Map No. 83617 (Attachments B and A). The Resolution authorizes the City Engineer and City Clerk to sign Final Parcel Map No. 83617 before filing with the County Recorder.
FISCAL IMPACT
There is no fiscal impact related to this action.
ENVIRONMENTAL DETERMINATION
A Mitigated Negative Declaration and Mitigation Monitoring Program were adopted by the City Council on March 14, 2023 for the tentative map subdividing the Property (Attachment E). The approval of a Final Map is a ministerial action and as such, the approval of the attached Resolution is exempt from the requirements of the CEQA pursuant to Section 15268 of the CEQA Guidelines.
Prepared By: Maliha Ansari, Principal Civil Engineer
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_Resolution_Approving_Final_Parcel_Map_No_83617.pdf
B. Final Parcel Map No. 83617.pdf
C. Resolution CC 2023-15 Approving Tentative Map 83617.pdf D. Tentavie Parcel Map No. 83617.pdf
E. City Council Report Approving Tentative Map March 14, 2023.pdf RESOLUTION CC 2025-____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA APPROVING FINAL PARCEL MAP NO. 83617 SUBDIVIDING A SINGLE PARCEL INTO TWO SEPARATE PARCELS, LOCATED AT 445 N. OAK DRIVE AND 960 W. LEADORA AVENUE, GLENDORA, CALIFORNIA.
THE CITY COUNCIL
City of Glendora, California
WHEREAS, the Tentative Parcel Map for Parcel No. 83617 (“Parcel Map 83617”) for certain real property located at 445 N. Oak Drive, in the City of Glendora (“Property”) has heretofore been submitted to the City Council of the City of Glendora (“City”); and WHEREAS, the Tentative Parcel Map 83617 was approved by the City Council for the City on March 14, 2023, with associated conditions of approval; and WHEREAS, the subdivider has knowledge of and has previously agreed to all of the conditions of approval imposed upon the Parcel Map 83617 and has taken the necessary steps to comply with such conditions or to provide for the performance of such conditions; and
WHEREAS, the subdivider has installed the improvements required for subdivision of the Property subject to Parcel Map 83617 and has paid all required fees required therefor; and
WHEREAS, the City Engineer/ Consultant Surveyor has reviewed the Parcel Map 83617 and the subdivider’s proposed final map for the subdivision and recommends the approval of the Final Map for Parcel No. 83617 (“Final Map”); and WHEREAS, the approval of the Final Map is a ministerial act pursuant to the California Environmental Quality Act (“CEQA”), and the California Subdivision Act and therefore, does not require environmental review under CEQA.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. The Recitals set forth above are incorporated herein by reference.
SECTION 2. The City Council of the City of Glendora hereby approves the Final Map for Parcel Map No. 83617 and directs that the City Engineer and City Clerk execute the same on behalf of the City of Glendora when all of the signatures that are required to be placed on such Final Map have been so signed.
SECTION 3. The Mayor shall sign this Resolution and the City Clerk shall attest and certify to the passage and adoption of this Resolution and thereupon the same shall take effect and be in force in accordance with its terms and provisions.
Resolution CC 2025- _____ Page 2 of 2
SECTION 4. The City Clerk shall certify to the passage and adoption of this Resolution and shall enter the same in the Book of Original Resolutions.
PASSED, APPROVED AND ADOPTED by the City Council of the City of Glendora this __ day of November, 2025.
BY:
DAVID FREDENDALL
Mayor
APPROVED AS TO FORM:
Aleshire & Wynder, LLP
DANNY ALESHIRE
City Attorney
CERTIFICATION
I, do hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Glendora at a regular meeting held on the ___ day of November, 2025, by the following vote:
AYES: MEMBERS:
NOES: MEMBERS:
ABSENT: MEMBERS:
ABSTAIN: MEMBERS:
Dated:
KATHLEEN R. SESSMAN
City Clerk/Communications Director
RESOLUTION NO. CC 2023-15
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
GLENDORA, CALIFORNIA APPROVING TENTATIVE PARCEL MAP
NO. 83617 TO SUBDIVIDE AN EXISTING LOT LOCATED AT 445
NORTH OAK DRIVE (AND 960 W. LEADORA AVENUE), GLENDORA,
CALIFORNIA, INTO TWO SEPARATE, INDIVIDUAL LOTS, (PROJECT NO. PLN21-0027) (APPLICANT: DMITRIY KAZAKOV; PROPERTY
OWNER: JOHN B. CASHION).
THE CITY COUNCIL
City of Glendora, California
WHEREAS, The California Subdivision Map Act establishes the legal framework regarding the division of land; and
WHEREAS, Glendora Municipal Code (GMC) §21.A.E Table E establishes procedures for the review of subdivision applications, including Tentative Parcel Map (TPM) applications; and
WHEREAS, the property at 445 North Oak Drive, Glendora, California, is in an established neighborhood of residential-type uses; and
WHEREAS, on September 17, 2021, Dmitriy Kazakov, Kazakov Design, Inc. filed an application for a Tentative Parcel Map (No. 83617) to subdivide an existing lot with two residences into two individual lots on certain property located at 445 N. Oak Dr., Glendora, California (Project No. PLN21-0027); and
WHEREAS, The City of Glendora, as lead agency, is responsible for preparing environmental documentation in accordance with the CEQA to determine if approval of the discretionary actions requested and subsequent development would have a significant impact on the environment; and
WHEREAS, The City Council finds the proposed project will not have a significant effect of the environment and is Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA). City staff is directed to file a CEQA Notice of Exemption (NOE) for the project.
WHEREAS, a public hearing was opened by the Planning Commission of the City of Glendora, on January 3, 2023 and continued to February 7, 2023, after due notice was given as required by law, at which time oral and documentary evidence was introduced along with the written recommendation of the Planning Division staff of the City of Glendora; and WHEREAS, on February 7, 2023, the Planning Commission recommended approval of the Tentative Parcel Map (Project No. PLN21-0027) to the City Council; and WHEREAS, a public hearing was held by the City Council of the City of Glendora, on March 14, 2023, after due notice was given as required by law, at which time oral and DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 2 of 7
documentary evidence was introduced along with the written recommendation of the Planning Commission of the City of Glendora.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated by reference.
SECTION 2. The City Council hereby makes Findings with Facts, which are hereby incorporated in full as follows:
FINDINGS FOR TENTATIVE PARCEL MAP
1. The proposed map is consistent with applicable general and specific plans as specified in §65451 of the California Government Code.
FACT: Pursuant to §66473.5 of the California Government Code, the proposed Tentative Parcel Map (TTM #82883) is consistent with the City of Glendora’s General Plan Land Use Element Designation of Low Density Residential. The proposed tentative parcel map is to subdivide an existing lot with two residences into two individual lots similar in size and dimensions as other lots in the surrounding neighborhood.
2. The design or improvement of the proposed subdivision is consistent with applicable general and specific plans.
FACT: The proposed Tentative Parcel Map (TTM #82883) is consistent with the General Plan and is in agreement and harmony with applicable goals, objectives, and policies. Additionally, relevant Land Use, Housing, and Noise Elements, including:
Goal LU-4: Expanded residential development opportunities. Goal LU-7: A diverse range of housing choices.
Goal LU-11: Rehabilitation and enhancement of existing land uses. Goal LU-18: Compatibility of adjacent land uses.
Policy LU-18.3: Encourage land uses that are complementary in form and function with existing development.
Goal LU-21: Preservation of neighborhood character.
Goal 1: Assure the quality, safety, and habitability of existing housing and the continued high quality of residential neighborhoods.
3. The site is physically suitable for the type of development and can accommodate the development standards of this title or as is otherwise required.
FACT: There is no proposed development related construction being proposed as part of the application. The site has two existing residential houses that already exist (and will remain) on site and substantially comply with the development standards for the E-7-20,000 zone. For disclosure, the house addressed as 445 N. Oak Drive has one existing setback (east) of 22 feet, 7 inches which is less than the 25-foot requirement, however, this is acceptable as the house was built in 1913 and court decision have ruled that a map need only be in agreement with or in DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 3 of 7
harmony with General Plan which this proposal is. Furthermore, the adjacent neighboring house to the south has a closer front setback than 445 N. Oak Drive house.
4. The site is physically suitable for the proposed density of development.
FACT: The site is relatively flat and is surrounded by existing residential single family neighborhood homes. The site already is developed with two residential homes and the proposed subdivision would simply add a new property line between them and the resulting two new lots would be similar in size to neighborhood zoned properties.
5. The design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially injure fish or wildlife or their habitat.
FACT: There is no construction proposed as part of this subdivision application, since the two houses are existing. Therefore, the design of the subdivision and proposed improvements will not cause environmental damage.
6. The design of the subdivision or type of improvements is not likely to cause serious public health, safety or welfare problems.
FACT: The design of the subdivision and the proposed improvements will not result in public health, safety, and welfare problems. In fact, the subdivision includes street right-of-way improvements that will increase safety. The subdivision design also complies with Los Angeles County Fire Department emergency vehicle access requirements.
7. The design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision.
FACT: The subdivision will not conflict with any existing public easements and new easements will be recorded as necessary for public utilities, drainage, and other issues.
SECTION 3. The City Council hereby adopts an NOE as the project’s required findings and filing for CEQA compliance.
SECTION 4. The City Council hereby approves Tentative Parcel Map (No. 83617) to subdivide an existing lot with two residences into two individual lots as described by the report and depicted on project plans attached to the City Council Agenda Report for PLN21- 0027, and after determining that the project meets the requirements of GMC §21.A.E Table E and the California Subdivision Map Act, subject to the following Conditions of Approval:
CONDITIONS OF APPROVAL
1. The applicant shall sign and submit to the Planning Division a statement indicating agreement with an acceptance of the adopted Conditions of Approval prior to the issuance of grading and building permits.
DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 4 of 7
2. The subject property shall be developed in substantial conformance with project plans attached to the City Council Agenda Report for PLN21-0027, as modified by these Conditions of Approval.
3. The City shall have the right of entry to inspect the premises to verify compliance with the Conditions of Approval and the Glendora Municipal Code.
4. The City shall retain the right and the jurisdiction to review the Tentative Parcel Map (PLN21- 0027) in the event the use conducted herein is modified, changed in scope, or the owner or operator seeks to expand, alter, reconfigure, or change the use. This reservation of the right of review is in addition to, and not in lieu of, the right of the City to review and revoke the Tentative Parcel Map (PLN21-0027) or to modify the permit for any violation of the Conditions imposed.
5. The applicant agrees as a condition of issuance of this entitlement to indemnify, protect, defend, and hold harmless, the City, and any agency or instrumentality thereof, and its elected and appointed officials, officers, employees and agents, from and against any and all liabilities, claims, actions, causes or action, proceedings, suits, damages, judgments, liens, levies, costs and expenses of whatever nature, including reasonable attorney’s fees and disbursements (collectively, “Claims”) arising out of or in any way relating to the issuance of this entitlement, any actions taken by the City related to this entitlement or the environmental review conducted under the California Environmental Quality Act, Public Resources Code §21000 et seq., for this entitlement and related actions.
6. This Tentative Parcel Map is subject to all applicable conditions as outlined in GMC§20.08.130.
Planning
7. The delivery of materials and equipment and the outdoor use of equipment, hammers, and power tools shall be limited to the hours between 7:00 a.m. and 6:00 p.m., Monday through Friday, with no work allowed on Saturdays, Sundays, or Federal holidays with the exception of interior work. Outdoor yard work is permitted as long as it does not involve heavy equipment or noise-producing equipment.
8. A final wall and fence plan shall be submitted to the Planning Division for review and approval prior to the issuance of building permits. Approved walls and fences shall be installed prior to final occupancy.
9. The applicant is responsible for submitting forms and fees associated with any formal documentation of the assignment of addresses for each residential houses and the newly created lots. The process is initiated with the Public Works Department and is concluded by the City Clerks Office.
Landscaping
10. Provide information regarding existing trees to be removed (location, tree type, size, general health) and the trees proposed as replacements and/or the payment of an in-lieu fee to cover DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 5 of 7
the cost of trees to be removed. Tree in-lieu fees (if required) shall be assessed by the City Public Works Department and paid by applicant prior to the issuance of building permits.
Replacement trees shall be based on the City of Glendora Urban Forestry Manual and if deemed necessary, information shall be presented as part of the final landscape design plans.
Note separate approval/permit may be necessary for removal of existing trees within the public right-of-way. Contact Public Works Engineer and Parks/Trees Division regarding this condition.
11. Plant new street trees and related irrigation (per City standards and if deemed necessary by Public Works Division (City Engineer or City Arborist) within the public right-of-way (and new dedication area) along Oak Drive and Leadora Avenue.
Air Quality
12. The best available control measures to minimize fugitive dust emissions shall be utilized, including but not limited to watering soils as necessary to minimize dust generation. (SCAQMD Rule No. 403)
Public Works
Final Parcel Map/Site Development:
13. A final parcel map is required. The final map will be reviewed for technical accuracy by the city’s contract Land Surveyor. The developer is responsible for all such costs. A title report/subdivision report less than 6 months old is required at the time of submittal. Include copies of all underlying documents/easements of record referenced in the title report. Show all easements on the property on the grading plan. Label, dimension and identify all easements and rights of way.
National Pollutant Discharge Elimination System (NPDES):
14. If any engineered grading is proposed for the site, then the project will be required to comply with the NPDES Municipal Separate Storm Sewer System (MS4) requirements. Projects subject to the MS4 are to implement post-construction low impact development (LID) storm water runoff water quality control measures per the Los Angeles County LID Manual as a way to reduce downstream runoff. Follow Section 21.03.090 of Glendora Municipal Code to determine Applicability and Performance Criteria.
Street Improvements/Utilities:
15. Any and all street improvements, utility, and trench work require a permit from the City of Glendora. Permits from the Building Division are required for work on private property. Any existing walls or fences that encroach in the public street rights of way shall be removed and reconstructed on private property. Public street right of way including the newly dedicated 5’- strip should be paved to the ultimate right-of-way. Public Works and Engineering Guidelines, Standards, and Permitting Information are available online at:
https://www.cityofglendora.org/departments-services/public-works DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 6 of 7
Los Angeles County Fire Department - Final Map Requirements
16. Access, as noted on the Tentative Parcel Map, shall comply with Title 21 (County of Los Angeles Subdivision Code) and Section 503 of Title 32 (County of Los Angeles Fire Code), which requires an all-weather access surface to be clear to sky.
17. The Final Map shall be submitted to the Land Development Unit for review and approval prior to recordation.
Los Angeles County Fire Department
18. The approval of this permit shall be contingent on approval by the Los Angeles County Fire Department. Any changes resulting from the requirements of the Los Angeles County Fire Department shall be submitted to the Planning Department for review and approval prior to the commencement of construction.
Waste Management Plan
19. All construction, demolition, and renovation projects within the city with a total valuation cost for the new or remodeled construction as determined by the building official which are, or are projected to be, greater than or equal to one hundred thousand dollars shall submit a Waste Management Plan to the Public Works Department for review and approval prior to issuance of any permits in compliance with the City’s Construction and Demolition Ordinance No. 1811. The approved Waste Management Plan shall be implemented upon start of demolition, grading and construction and maintained throughout the project until final inspection. The City may review and amend the plan as needed. Guidelines are available from the recycling coordinator. (GMC 6.09)
Term
20. The approved use shall commence within 24 months after the effective date of the approval, or such other period specified as a condition of approval and shall be carried on diligently to completion. If the use or construction work is not started within the required time and carried on diligently to completion, the permit shall become void; however, the reviewing body may extend the time limit in the case of unavoidable delay. The applicant must submit a written request to the reviewing body for a time extension at least thirty days before the original time limit expires. Consideration of a time extension does not require a public hearing even if a hearing was required for the original permit. (GMC §21.02.010 E.) Enforcement
21. The property owner shall pay the costs of any code enforcement activities, including attorney’s fees, resulting from the violation of any conditions of approval or any provision of the Glendora Municipal Code. (GMC §1.18)
22. Any violation of the Zoning Ordinance or any entitlement granted is considered a misdemeanor punishable by a fine not to exceed one thousand dollars ($1,000.00) and/or by imprisonment in the County jail for a period not to exceed six (6) months. Each day or portion of a day during which any violation of the Zoning Ordinance occurs or continues constitutes a separate DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Resolution CC 2023-15 Page 7 of 7
offense and shall be punishable as provided. (GMC §21.01.030 H.) SECTION 5. This Resolution shall take effect immediately upon adoption. The City Clerk shall certify to the passage and adoption of this Resolution and shall enter the same in the Book of Original Resolutions.
PASSED, APPROVED and ADOPTED this 14th day of March, 2023.
City Council of Glendora, California
BY: _______________________________
GARY BOYER
Mayor
APPROVED AS TO FORM:
Aleshire & Wynder, LLP
WILLIAM W. WYNDER
City Attorney
CERTIFICATION
I, Kathleen R. Sessman, City Clerk/Communications Director of the City of Glendora, do hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Glendora at a regular meeting held on the 14th day of March, 2023, by the following vote:
AYES: COUNCIL MEMBERS: Allawos, Davis, Fredendall, Thompson, and Boyer.
NOES: COUNCIL MEMBERS: None.
ABSENT: COUNCIL MEMBERS: None.
ABSTAIN: COUNCIL MEMBERS: None.
Dated: March 15, 2023
_______________________________
KATHLEEN R. SESSMAN
City Clerk/Communications Director
DocuSign Envelope ID: 38AD4580-3CB3-4956-BF97-212DA6F5DFEB Mar 16, 2023 | 10:09 AM PDT
Mar 17, 2023 | 7:21 AM PDT
Mar 20, 2023 | 10:59 AM PDT
Certificate Of Completion
Envelope Id: 38AD45803CB34956BF97212DA6F5DFEB Status: Completed Subject: Complete with DocuSign: Resolution CC 2023-15 - PH - 445 N Oak Drive.docx Source Envelope:
Document Pages: 7 Signatures: 3 Envelope Originator:
Certificate Pages: 5 Initials: 0 Lorena Cordova
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Time Zone: (UTC-08:00) Pacific Time (US & Canada)
116 E Foothill Blvd
Glendora, CA 91741
[email protected]
IP Address: 173.196.201.130
Record Tracking
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Gary Boyer
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Kathleen Sessman
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City of Glendora
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SURVEYOR'S NOTES: 1. DATE OF SURVEY: JUNE 2021 2. SITE AREA: TOTAL GROSS AREA: 47,526 SQ. FT. (1.09 ACRES) TOTAL NET AREA: 45,964 SQ. FT., (1.05 ACRES) PARCEL 1 TOTAL GROSS AREA: 20,922 SQ. FT., (0.48 ACRES) TOTAL NET AREA: 20,174 SQ. FT., (0.46 ACRES) PARCEL 2 TOTAL GROSS AREA: 26,651 SQ. FT., (0.61 ACRES) TOTAL NET AREA: 25,810 SQ. FT., ( 0.59 ACRES) %$6,62)%($5,1*6 &(17(5/,1(2)2$.'5%(,1*1
($66+2:121 RECORD OF SURVEY RECORDED IN BOOK 213, PAGE 21 TO 28, IN THE CITY OF GLENDORA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA. TENTATIVE PARCEL MAP WAS PREPARED BASED ON RECORD DATA PER RS 213/21-28. 4. VERTICAL DATUM: RIM ELEVATION OF THE SEWER MANHOLE APPROX. AT PROD OF S'LY PROPERTY LINE ELEV. 125.80 (ASSUMED) 5. UNDERGROUND UTILITIES SHOWN HEREON ARE PER CITY OF GLENDORA RECORDS AND PER FIELD LOCATION AS EVIDENCED BY PAINT MARKS ON THE PAVEMENT, AND CANNOT BE GUARANTEED FOR COMPLETENESS OR ACCURACY.
6. ZONING: E7-20,.000 7. STREET DEDICATION: AS SHOWN HEREON 8. FLOOD ZONE DATA: FLOOD ZONE: X COMMUNITY NO. 06037 PANEL NO. C1420F EFFECTIVE DATE: 09/26/2008 9. THE PROPERTY IS NOT A SUBJECT TO INUNDATION OR STORM WATER OVERFLOW 10. EXISTING BUILDINGS TO REMAIN 11. DATA SHOWN ON THE MAP IS BASED ON THE FIELD SURVEY 12. STRUCTURES SHOWN ON PARCEL 1 ARE ON SAME WATER METER PREPARED BY: YEFIM TSALYUK L.S. 7421 SITE ADDRESS: EXISTING: 445 N. OAK DR., GLENDORA, CA 91741 PROPOSED: 445 N. OAK DR. AND 960 W. LEODORA AVE., GLENDORA, CA 91741 LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 10 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, DESCRIBED AS COMMENCING AS THE INTERSECTION OF THE SOUTHERLY LINE OF LEADORA AVENUE WITH THE WESTERLY LINE OF OAK DRIVE, AS SHOWN ON MAP OF LA FETRA PARK, RECORDED IN BOOK 30 PAGE 35 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, THENCE SOUTHERLY ALONG THE WESTERLY LINE OF SAID OAK DRIVE 300.15 FEET; THENCE WESTERLY PARALLEL WITH THE SOUTHERLY LINE OF LEADORA AVENUE 158.5 FEET; THENCE NORTHERLY PARALLEL WITH THE WESTERLY LINE OF OAK DRIVE 300.15 FEET TO THE SOUTHERLY LINE OF LEADORA AVENUE; THENCE EASTERLY ALONG THE SOUTHERLY LINE OF LEADORA AVENUE, 158.5 FEET TO THE POINT OF BEGINNING. APN: 8625-017-001 OWNER/APPLICANT: UTILITY PURVEYORS: SEWER- CITY OF GLENDORA WATER- CITY OF GLENDORA ELECTRICITY: SOUTHERN CALIFORNIA EDISON GAS: SOUTHERN CALIFORNIA GAS TELEPHONE: FRONTIER CABLE: SPECTRUM, DIRECTV WATER METERS WM1- 960 W. LEADORA AVE. WM2- 445 N. OAK DR. ELECTRICAL METERS EM1- 960 W. LEADORA AVE. EM2- 445 N. OAK DR. GAS METERS GM1- 960 W. LEADORA AVE. GM2- 445 N. OAK DR. EACH PARCEL IS CONNECTED TO PUBLIC SEWER
STAFF REPORT
TO: MAYOR AND COUNCIL MEMBERS DATE: MARCH 14, 2023
FROM: COMMUNITY DEVELOPMENT DISTRICT(S): 1
SUBJECT: A PUBLIC HEARING TO CONSIDER A RESOLUTION TO APPROVE A TENTATIVE PARCEL MAP NO. 83617 TO SUBDIVIDE AN EXISTING LOT LOCATED AT 445 NORTH OAK DRIVE (AND 960 WEST LEADORA AVENUE), GLENDORA, CALIFORNIA, INTO TWO SEPARATE INDIVIDUAL LOTS (PROJECT NUMBER PLN21-0027; APPLICANT:
DMITRIY KAZAKOV; PROPERTY OWNER: JOHN B. CASHION).
RECOMMENDATION
That the City Council:
1. Adopt a Categorical Exemption pursuant to the California Environmental Quality Act (CEQA) for the project; and
2. Adopt a City Council Resolution entitled: “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA APPROVING TENTATIVE PARCEL MAP NO. 83617 TO SUBDIVIDE AN EXISTING LOT LOCATED AT 445 NORTH OAK DRIVE (AND 960 WEST
LEADORA AVENUE), GLENDORA, CALIFORNIA INTO TWO SEPARATE, INDIVIDUAL LOTS (PROJECT NO. PLN21-0027) (APPLICANT: DMITRIY KAZAKOV; PROPERTY OWNER: JOHN B.
CASHION)."
EXECUTIVE SUMMARY
The applicant is requesting that the City Council approve Tentative Parcel Map (No. 83617) to subdivide an existing lot with two existing single-family residences (445 North Oak Drive and 960 W. Leadora Avenue) into two separate individual lots.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
On September 17, 2021, an application (File No. PLN21-0027) was submitted (Attachment C) to subdivide the existing lot residences into two separate, individual lots.
On December 21, 2022, a Notice of Public Hearing (Attachment F) for the proposed project was published in the San Gabriel Valley Examiner and all property owners within 500 feet of the subject property were mailed a notice on December 22, 2022.
On January 3, 2023, the Planning Commission continued the item date specific (February 7, 2023) so that City staff and the applicant could resolve a minor issue that needed to be addressed prior to Planning Commission’s review.
On February 7, 2023, the Planning Commission recommended approval to the City Council.
DISCUSSION
Project Location
The subject property is located on the southwest corner of North Oak Drive and West Leadora Avenue.
The site consists of two residences - 445 N. Oak Drive and 960 W. Leadora Avenue.
Staff Report Page 2 of 2
General Plan and Zoning Designation
The subject property has a General Plan Land Use Designation of Low Density Residential and a zoning designation E-7-20,000 (Single-Family Estates).
Application/Project Request
The project involves a request to subdivide (Tentative Parcel Map No. 83617) an existing lot with two existing single-family residences into two separate, individual lots. There is no construction proposed as a part of the application since both lots would each have one of the existing residences, but there are street related improvements that will be done, such as removing existing fences that are currently within the public right-of-way (ROW) and relocating them onto the proposed private lots and removing an existing dirt median island located within the public ROW on Oak Drive and paving the street to comply with the City’s regulations.
Summary of Recommendation
Staff recommends the approval of the proposed tentative map as it is substantially consistent with applicable development standards for the E-7-20,000 zone and the City’s General Plan.
FISCAL IMPACT
There is no fiscal impact for this project, and the applicant has paid all fees associated with the proposed review.
ENVIRONMENTAL DETERMINATION
A Notice of Exemption (NOE) - Categorical Exemption has been prepared (Attachment B) for this project pursuant to Section 15315 of CEQA guidelines.
Prepared By Natalie Espinoza, Senior Planner
Concurs With Paulette Koss, Planning Commission
Reviewed By Jeff Kugel, Community Development Director
Certified to Availability of Funds Marie Ricci, Administrative Services Director/City Treasurer Approved By Adam Raymond, City Manager
Legal Review William W. Wynder, City Attorney
CEQA Review Jeff Kugel, Community Development Director
ATTACHMENTS:
A. Draft Resolution
B. CEQA NOE
C. Project Application
D. Project Analysis Memo
E. Proposed Plans
F. Public Hearing Notice
G. PowerPoint Presentation
STAFF REPORT
TO: Mayor and Council Members DATE: November 12, 2025
FROM: Public Works DISTRICT(S): Citywide
SUBJECT: Approve the Acquisition of Public Works and Police Department Vehicles
RECOMMENDATION
That the City Council:
1. Approve the acquisition of one (1) 2026 Ford F-650 with Thermo-lay hot asphalt system from Haaker Equipment company, at a cost of $266,298.38;
2. Approve the acquisition of five (5) 2026 Ford Police Interceptor Utility Explorers from National Auto Fleet Group, including taxes and fees, in the amount of $330,511.15;
3. Approve a supplemental appropriation from Internal Services Fund for Vehicles and Equipment (Fund 554) in the amount of $186,000.
STRATEGIC FOCUS AREAS
Goal 4 - Sustainable Infrastructure
EXECUTIVE SUMMARY
The management of the City's vehicle fleet includes acquisition and replacement of vehicles to ensure operational efficiency, reliability, cost-efficiency, and safety. Vehicles identified for replacement are evaluated based on age, mileage, condition and maintenance history. In addition, vehicles are occasionally added to the fleet for operational efficiency and/or reliability. The report includes the replacement of one Ford F-650 asphalt patch truck at a cost of $266,298.38 and outlines the recommended acquisition of five new Police patrol units, replacing four existing vehicles and the addition of one new patrol unit for a total vehicle cost of $330,511.15 plus $125,000 to upfit the five vehicles with necessary law enforcement equipment.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
In accordance with Glendora Municipal Code (GMC) Section 2.40.090(C)(4,6), procurement may occur "When the procurement can only be obtained timely from a single source and the designee is satisfied that the best terms and conditions for the procurement thereof have been negotiated." When cooperative purchasing is available and undertaken or when goods can be obtained through federal, state, and/or entity pricing contracts or price agreements."
DISCUSSION
The Public Works Equipment Maintenance unit generally follows a vehicle replacement schedule based upon age and/or mileage:
Vehicle Type
Basic Replacement
Recommendation
Criteria
Police Patrol Vehicles 3 Years or 80,000
Sedans and Light Duty Vehicles 10 Years or 100,000
Medium Duty Vehicles / Equipment 10 Years or 100,000
Heavy Duty Vehicles / Equipment
Gas 15 Years or 100,000
Heavy Duty Vehicles / Equipment
Diesel 15 Years or 150,000
Public Works Maintenance and Operations
Vehicle
No. Make Model Year Mileage
776 GMC C6500 Asphalt Patch
Truck
2009 86,448
The Public Works asphalt truck is scheduled for replacement based on the age criteria of greater than 15 years.
For the specialized equipment, Haaker Equipment Company and PB Loader Corporation are the only vendors servicing the Southern California region. While PB Loader is headquartered in Fresno, Haaker is located in La Verne, providing a more responsive option for parts and repair support. Staff recommends proceeding with Haaker Equipment Company due to its proximity and ability to minimize equipment downtime.
Police Department Vehicles
Vehicle
No. Make Model Year Mileage
3 Ford Explorer Police
Interceptor 2019 60,541
4 Ford
Explorer Police
Interceptor 2019 79,676
9 Ford Explorer Police
Interceptor 2018 61,600
15 Ford Explorer Police
Interceptor 2019 59,548
The table above is a summary of the police vehicles to be replaced.
Four of the five proposed police patrol units will replace existing patrol units that meet or exceed the replacement criteria, in addition one of the vehicles has been substantially damaged in a police pursuit. Acquisition of the fifth patrol unit is proposed as a spare. The time window to acquire these vehicles at a cooperative purchasing price is limited and not available year round; it is recommended that an extra vehicle be acquired to have in place as a preparation measure should a patrol unit be damaged beyond repair for any number of reasons, including but not limited to a police pursuit.
Based on the availability of a relevant Sourcewell contract, staff obtained a quote for these vehicles through cooperative purchasing agreements. In accordance with Glendora Municipal Code (GMC) Section 2.40.090(C)(4) and (6), formal bidding is not required when the procurement can only be obtained timely from a single source and the designee is satisfied that the best terms and conditions have been negotiated, or when cooperative purchasing is available and undertaken through federal, state, or other entity pricing contracts or price agreements. Utilizing the Sourcewell cooperative contract allows the City to procure these vehicles in a timely manner while ensuring competitive pricing and compliance with City purchasing requirements. National Auto Fleet Group currently has five Ford Explorer Police Interceptors available for purchase.
Replacement of three patrol vehicles is included in the approved FY 2025-27 Adopted Two-Year Budget in the amount of $270,000. Staff is recommending the purchase of five patrol vehicles—two additional units beyond the budgeted three. One of the additional vehicles would replace a patrol unit recently involved in a pursuit-related collision, and the second would serve as a preventative measure to ensure operational readiness in the event another vehicle becomes inoperable unexpectedly. The opportunity to purchase these vehicles through the cooperative purchasing agreement is limited to a short time frame. Procuring an additional spare vehicle at this time will help maintain service continuity and fleet reliability. The acquisition cost of the five vehicles will be $330,511.15. In addition to the base vehicle cost, each patrol unit must be upfitted with specialized law enforcement components such as emergency lighting, sirens, safety partitions, and communication consoles at a cost of approximately $25,000 each or a total of $125,000 for all five. A supplemental appropriation in the amount of $186,000 is therefore requested to cover the additional cost associated with the two extra vehicles and required upfitting.
FISCAL IMPACT
The Internal Services Fund for Vehicles and Equipment (Fund 554) is used to maintain the City’s fleet and to fund vehicle replacements. The asphalt patch truck replacement was included in the FY 2024-25 Mid-Cycle Budget in the amount of $350,000. A total of $270,000 was appropriated in FY 2025-27 Adopted Two-Year Budget for the replacement of three patrol vehicles; therefore, a supplemental appropriation is needed to fund the recommended purchase and upfitting of five patrol vehicles.
Internal Services Fund for Vehicles and Equipment (Fund 554) Street Vehicles 55470530-72375
FY 2024-2025 Mid-Cycle Budget for Asphalt Truck: $350,000 Cost of Proposed Asphalt Truck: $266,298
Remaining Funds Available: $83,702
Police Vehicles 55470530-
72350
FY 2025-2027 Adopted Two-Year Budget for 3 Police Interceptors: $270,000 Cost of 5 Police Interceptors: ($330,511)
Cost to upfit 5 vehicles (@ $25,000 each) ($125,000)
Cost Exceeding Available Budget: $185,511
Supplemental Appropriation Recommended: $186,000
ENVIRONMENTAL DETERMINATION
There are no CEQA impacts associated with the recommendations in this report.
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_Ford_Police_Interceptor_-_National_Auto_Fleet_Group_Quote.pdf B_Ford_F-650_Asphalt_Truck_-_Haaker_Quote.pdf
C_Ford_F-650_Asphalt_Truck_-_PB_Quote.pdf
One Unit (MSRP) One Unit Total % Savings Total Savings
Contract Price $61,855.00 $59,678.09 3.519 % $2,176.91
Tax (10.7500 %) $6,415.39
Tire fee $8.75
Total $66,102.23
Jesse Cooper
Account Manager
Email: [email protected]
Office: (855) 289-6572
Fax: (831) 480-8497
9/25/2025 Quote ID: 40779
Order Cut Off Date: TBA
Steve Flores
City of Glendora
equipment maintenance
440 s. Loraine Ave
glendora, California, 91741
Dear Steve Flores,
National Auto Fleet Group is pleased to quote the following vehicle(s) for your consideration.
One (1) New/Unused (2026 Ford Police Interceptor Utility (K8A) AWD, ) and delivered to your specified location, each for - per the attached specifications.
This vehicle(s) is available under the Sourcewell Contract 091521-NAF . Please reference this Contract number on all purchase orders to National Auto Fleet Group.
Payment terms are Net 20 days after receipt of vehicle.
Thank you in advance for your consideration. Should you have any questions, please do not hesitate to call.
Sincerely,
Purchase Order Instructions & Resources
Once units are scheduled by OEM, no cancellations are accepted In order to finalize your purchase please submit this purchase packet to your governing body for a purchase order approval and submit your purchase order in the following way:
Email: [email protected]
Fax: (831) 480-8497
Mail: National Auto Fleet Group
490 Auto Center Drive
Watsonville, CA 95076
We will send a courtesy confirmation for your order and a W-9 if needed.
Additional Resources
Learn how to track your vehicle: www.NAFGETA.com
Use the upfitter of your choice: www.NAFGpartner.com
Vehicle Status: [email protected]
General Inquiries: [email protected]
For general questions or assistance please contact our main office at:
1-855-289-6572
Vehicle Configuration Options
ENGINE
Code Description
99W Engine: 3.3L V6 Direct-Injection Hybrid System, (STD)
TRANSMISSION
Code Description
44B Transmission: 10-Speed Automatic, (STD)
PRIMARY PAINT
Code Description
UM Agate Black
SEAT TYPE
Code Description
FW Charcoal Black, Unique HD Cloth Front Bucket Seats w/Cloth Rear, -inc: driver 6-way power track (fore/aft, up/down, tilt w/manual recline, 2-way manual lumbar), 8-way power track passenger seat w/2-way power recline and 2-way power lumbar
AXLE RATIO
Code Description
___ 3.73 Axle Ratio, (STD)
ADDITIONAL EQUIPMENT
Code Description
67H
Ready For The Road Package, Rear Lighting Solution, (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) mounted to inside liftgate glass and (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) installed on inside lip of liftgate (lights activate when liftgate is open), LED lights only, Wiring and controller not included, Hidden DoorLock Plunger, Rear-Door Controls Inoperable, Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches, Rear Console Plate, Contours through 2nd row; channel for wiring 76D Underbody Deflector Plate, -inc: Engine and transmission shield 63B Side Marker LED Sideview Mirrors, -inc: driver side - red/passenger side - blue, Located on exterior mirror housing, LED lights only, Wiring and controller not included 51V Dual Driver & Passenger LED Bulb Spot Lamps (Whelen) 153 Front License Plate Bracket
16D Badge Delete, -inc: Deletes the Police Interceptor badging on rear liftgate and the Interceptor badging on front hood (EcoBoost) 66A
Front Headlamp Lighting Solution, -inc: LED low beam/high beam headlamp, wig-wag function and (2) red/blue/white LED side warning lights in each headlamp (factory configured: driver's side white/red/passenger side white/blue), Wiring and LED lights included (in headlamps only; grille lights not included), Controller not included, Grille LED Lights, Siren & Speaker Pre-Wiring 66B Tail Lamp Lighting Solution, -inc: LED tail lamp wig-wag module (red/white - red brake lights and white reverse lights, LED lights only, Wiring and controller not included 66C
Rear Lighting Solution, -inc: (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) mounted to inside liftgate glass and (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) installed on inside lip of liftgate (lights activate when liftgate is open), LED lights only, Wiring and controller not included 43A Rear Auxiliary Liftgate Lights, -inc: red/blue LED lights; located beneath liftgate glass in applique panel, LED lights only, Wiring and controller not included
51W Dual Driver & Passenger Spot Lamp Prep Kit, -inc: Does not include spot lamp housing and bulbs 18X 100 Watt Siren/Speaker w/Bracket & Pigtail
59B Keyed Alike - 1284x
90G
Ballistic Door-Panels (Level IV+), -inc: Driver and passenger front-doors, Tested and meets the requirements of NIJ standard 0108.01 Level IV: .30-06 M2 AP 166gr (7.62 x 63 APM2 10.8g), Also designed to withstand special threat rounds: 7.62 x 54R LPS 9.65g and 7.62 x 51 mm M61 9.75g (.308 Winchester 150.5gr), In addition, Level IV+ includes all of the NIJ Level III and LAPD rounds listed in footnote 1 52P Hidden Door-Lock Plunger, -inc: Rear-Door Controls Inoperable, Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches 68G Rear-Door Controls Inoperable, -inc: Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches
87M 8" Rear Camera Image, -inc: In upper lefthand quadrant of display, 1/4 size picture in picture 67V Front & Rear Police Wire Harness Connector Kit, -inc: For connectivity to Ford PI Package solutions includes front (2) male 4-pin connectors for siren, (5) female 4-pin connectors for lighting/siren/speaker, (1) 4-pin IP connector for speakers, (1) 4-pin IP connector for siren controller connectivity, (1) 8-pin sealed connector, (1) 14-pin IP connector, rear (2) male 4-pin connectors for siren, (5) female 4-pin connectors for lighting/siren/speaker, (1) 4-pin IP connector for speakers, (1) 4-pin IP connector for siren controller connectivity, (1) 8-pin sealed connector and (1) 14-pin IP connector
85R Rear Console Plate, -inc: Contours through 2nd row; channel for wiring
OPTION PACKAGE
Code Description
500A Order Code 500A
2026 Ford Police Interceptor Utility AWD
CODE MSRP
K8A $48,550.00
99W $0.00
44B $0.00
UM $0.00
FW $70.00
___ $0.00
67H $4,050.00
76D $340.00
63B $490.00
51V $880.00
153 $0.00
16D $0.00
66A INC
66B INC
66C INC
43A $400.00
51W $300.00
18X INC
59B $50.00
90G $4,830.00
52P INC
68G INC
87M $0.00
67V $200.00
85R INC
500A $0.00
$60,160.00
$0.00
$1,695.00
$61,855.00
Est City: N/A MPG
Est Highway: N/A MPG
Est Highway Cruising Range: N/A mi
2026 Fleet/Non-Retail Ford Police Interceptor Utility AWD
WINDOW STICKER
MODEL
2026 Ford Police Interceptor Utility AWD
OPTIONS
Engine: 3.3L V6 Direct-Injection Hybrid System, (STD)
Transmission: 10-Speed Automatic, (STD)
Agate Black
Charcoal Black, Unique HD Cloth Front Bucket Seats w/Cloth Rear, -inc: driver 6-way power track (fore/aft, up/down, tilt w/manual recline, 2-way manual lumbar), 8-way power track passenger seat w/2-way power recline and 2-way power lumbar
3.73 Axle Ratio, (STD)
Ready For The Road Package, Rear Lighting Solution, (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) mounted to inside liftgate glass and (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) installed on inside lip of liftgate (lights activate when liftgate is open), LED lights only, Wiring and controller not included, Hidden Door-Lock Plunger, Rear-Door Controls Inoperable, Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches, Rear Console Plate, Contours through 2nd row; channel for wiring Underbody Deflector Plate, -inc: Engine and transmission shield Side Marker LED Sideview Mirrors, -inc: driver side - red/passenger side - blue, Located on exterior mirror housing, LED lights only, Wiring and controller not included
Dual Driver & Passenger LED Bulb Spot Lamps (Whelen)
Front License Plate Bracket
Badge Delete, -inc: Deletes the Police Interceptor badging on rear liftgate and the Interceptor badging on front hood (EcoBoost) Front Headlamp Lighting Solution, -inc: LED low beam/high beam headlamp, wig-wag function and (2) red/blue/white LED side warning lights in each headlamp (factory configured: driver's side white/red/passenger side white/blue), Wiring and LED lights included (in headlamps only; grille lights not included), Controller not included, Grille LED Lights, Siren & Speaker Pre-Wiring Tail Lamp Lighting Solution, -inc: LED tail lamp wig-wag module (red/white - red brake lights and white reverse lights, LED lights only, Wiring and controller not included
Rear Lighting Solution, -inc: (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) mounted to inside liftgate glass and (2) backlit flashing linear high-intensity LED lights (driver's side red/passenger side blue) installed on inside lip of liftgate (lights activate when liftgate is open), LED lights only, Wiring and controller not included Rear Auxiliary Liftgate Lights, -inc: red/blue LED lights; located beneath liftgate glass in applique panel, LED lights only, Wiring and controller not included
Dual Driver & Passenger Spot Lamp Prep Kit, -inc: Does not include spot lamp housing and bulbs 100 Watt Siren/Speaker w/Bracket & Pigtail
Keyed Alike - 1284x
Ballistic Door-Panels (Level IV+), -inc: Driver and passenger front-doors, Tested and meets the requirements of NIJ standard 0108.01 Level IV: .30-06 M2 AP 166gr (7.62 x 63 APM2 10.8g), Also designed to withstand special threat rounds: 7.62 x 54R LPS 9.65g and 7.62 x 51 mm M61 9.75g (.308 Winchester 150.5gr), In addition, Level IV+ includes all of the NIJ Level III and LAPD rounds listed in footnote 1 Hidden Door-Lock Plunger, -inc: Rear-Door Controls Inoperable, Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches Rear-Door Controls Inoperable, -inc: Locks, handles and windows, Can manually remove window or door disable plate w/special tool, Locks/windows operable from driver's door switches
8" Rear Camera Image, -inc: In upper lefthand quadrant of display, 1/4 size picture in picture Front & Rear Police Wire Harness Connector Kit, -inc: For connectivity to Ford PI Package solutions includes front (2) male 4-pin connectors for siren, (5) female 4-pin connectors for lighting/siren/speaker, (1) 4-pin IP connector for speakers, (1) 4-pin IP connector for siren controller connectivity, (1) 8-pin sealed connector, (1) 14-pin IP connector, rear (2) male 4-pin connectors for siren, (5) female 4-pin connectors for lighting/siren/speaker, (1) 4-pin IP connector for speakers, (1) 4-pin IP connector for siren controller connectivity, (1) 8-pin sealed connector and (1) 14-pin IP connector Rear Console Plate, -inc: Contours through 2nd row; channel for wiring Order Code 500A
Please note selected options override standard equipment
SUBTOTAL
Advert/ Adjustments
Manufacturer Destination Charge
TOTAL PRICE
Any performance-related calculations are offered solely as guidelines. Actual unit performance will depend on your operating conditions.
Notes
Standard Equipment
MECHANICAL
Engine: 3.3L V6 Direct-Injection Hybrid System -inc: 136-MPH top speed (STD) Transmission: 10-Speed Automatic (STD)
3.73 Axle Ratio (STD)
ADDITIONAL EQUIPMENT
50-State Emissions System
Transmission w/Driver Selectable Mode and Oil Cooler
Automatic Full-Time All-Wheel
Engine Oil Cooler
92-Amp/Hr 850CCA Maintenance-Free Battery
Hybrid Electric Motor 220 Amp Alternator
Class III Towing Equipment -inc: Hitch
Trailer Wiring Harness
Police/Fire
6840# Gvwr 1500# Maximum Payload
Gas-Pressurized Shock Absorbers
Front And Rear Anti-Roll Bars
Electric Power-Assist Steering
19 Gal. Fuel Tank
Dual Stainless Steel Exhaust
Permanent Locking Hubs
Strut Front Suspension w/Coil Springs
Multi-Link Rear Suspension w/Coil Springs
Regenerative 4-Wheel Disc Brakes w/4-Wheel ABS, Front And Rear Vented Discs, Brake Assist and Hill Hold Control Lithium Ion (li-Ion) Traction Battery 1.5 kWh Capacity
Wheels w/Hub Covers
Wheels: 18" x 8" 5-Spoke Painted Black Steel -inc: polished stainless steel hub cover and center caps Tires: 255/60R18 AS BSW
Steel Spare Wheel
Full-Size Spare Tire Mounted Inside Under Cargo
Body-Colored Front Bumper w/Black Rub Strip/Fascia Accent and 1 Tow Hook Body-Colored Rear Bumper w/Black Rub Strip/Fascia Accent Body-Colored Bodyside Cladding and Black Wheel Well Trim Black Side Windows Trim and Black Front Windshield Trim Black Door Handles
Black Power Side Mirrors w/Convex Spotter and Manual Folding Fixed Rear Window w/Wiper, Heated Wiper Park and Defroster Deep Tinted Glass
Speed Sensitive Variable Intermittent Wipers
Galvanized Steel/Aluminum Panels
Lip Spoiler
Black Grille
Liftgate Rear Cargo Access
Tailgate/Rear Door Lock Included w/Power Door Locks
Auto On/Off Projector Beam Led Low/High Beam Headlamps
LED Brakelights
Radio w/Seek-Scan, Clock, Speed Compensated Volume Control and External Memory Control Radio: AM/FM/MP3 Capable -inc: 100 watt siren/speaker prep kit, clock, 4 speakers, 1 USB port, 8" color LCD screen center-stack smart display, supports Android Auto and Apple CarPlay and fleet telematics modem, Allows data to be provided to support Ford Pro telematics and data services via optional subscription, including but not limited to vehicle location, speed, idle time, fuel, vehicle diagnostics and maintenance alerts, Device enables optional telematics services through Ford or authorized providers via paid subscription, Subscribe at https://fordpro.com/en-us/telematics/ or call 1-833-811-FORD (3673)
SYNC Phoenix Communication & Entertainment System -inc: hands-free voice command support compatible w/most Bluetooth connected mobile devices, 911 Assist, VHR, SYNC Services, AppLink, Bluetooth, steering wheel controls, USB port and auxiliary input jack 4 Speakers
Integrated Roof Antenna
Wireless Phone Connectivity
1 LCD Monitor In The Front
Driver Seat
Passenger Seat
35-30-35 Folding Split-Bench Front Facing Fold Forward Seatback Rear Seat Manual Tilt/Telescoping Steering Column
Gauges -inc: Speedometer, Odometer, Engine Coolant Temp, Tachometer, Engine Hour Meter, Traction Battery Level, Trip Odometer and Trip Computer
Power Rear Windows and Fixed 3rd Row Windows
Selective Service Internet Access
Compass
Remote Keyless Entry
Remote Releases -Inc: Power Cargo Access
Cruise Control w/Steering Wheel Controls
Dual Zone Front Automatic Air Conditioning
Rear HVAC
HVAC -inc: Underseat Ducts
Locking Glove Box
Driver Foot Rest
Unique HD Cloth Front Bucket Seats w/Vinyl Rear -inc: reduced bolsters, driver 6-way power track (fore/aft, up/down, tilt w/manual recline, 2-way manual lumbar), passenger 8-way power track w/2-way power recline and 2-way power lumbar and built-in steel intrusion plates in both driver/passenger seatbacks
Interior Trim -inc: Metal-Look Instrument Panel Insert, Metal-Look Door Panel Insert and Metal-Look Interior Accents Full Cloth Headliner
Urethane Gear Shifter Material
Day-Night Rearview Mirror
Driver And Passenger Visor Vanity Mirrors
Mini Overhead Console w/Storage and 2 12V DC Power Outlets Front And Rear Map Lights
Fade-To-Off Interior Lighting
Full Vinyl/Rubber Floor Covering
Carpet Floor Trim
Cargo Features -inc: Cargo Tray/Organizer
Cargo Space Lights
Smart Device Remote Engine Start
Fleet Telematics Modem Tracker System
Smart Device Integration
Dashboard Storage, Driver And Passenger Door Bins
Power 1st Row Windows w/Driver And Passenger 1-Touch Up/Down Delayed Accessory Power
Power Door Locks
Driver Information Center
Redundant Digital Speedometer
Trip Computer
Digital/Analog Appearance
Seats w/Vinyl Back Material
Manual Adjustable Front Head Restraints and Manual Adjustable Rear Head Restraints Perimeter Alarm
2 12V DC Power Outlets
Air Filtration
Electronic Stability Control (ESC) And Roll Stability Control (RSC) ABS And Driveline Traction Control
Side Impact Beams
Dual Stage Driver And Passenger Seat-Mounted Side Airbags Emergency Sos Capability
Reverse Sensing System Rear Parking Sensors
BLIS (Blind Spot Information System) Blind Spot
Pre-Collision Assist with Pedestrian Detection
Rear Cross-Traffic Braking
Collision Mitigation-Front
Tire Specific Low Tire Pressure Warning
Dual Stage Driver And Passenger Front Airbags
Curtain 1st And 2nd Row Airbags
Airbag Occupancy Sensor
Passenger Knee Airbag
Rear Child Safety Locks
Outboard Front Lap And Shoulder Safety Belts -inc: Rear Center 3 Point, Height Adjusters and Pretensioners Back-Up Camera w/Washer
2070 NORTH WHITE AVENUE, LA VERNE, CALIFORNIA 91750
(909) 598-2706 ~ HAAKER.COM
QUOTE
OCTOBER 7, 2025
TO: CITY OF GLENDORA ATTN: MR. STEVE FLORES
116 EAST FOOTHILL BLVD. (626) 852-4833
GLENDORA, CA 91741 EMAIL: [email protected]
IN ACCORDANCE WITH YOUR REQUEST, WE ARE PLEASED TO SUBMIT THE FOLLOWING PROPOSAL FOR YOUR CONSIDERATION AND APPROVAL.
ONE (1) NEW POTHOLE PATCHING MACHINE TRUCK MOUNTED
4.25-CUBIC YARD CAPACITY, 30 GALLON HYDRAULIC TANK. MOUNTED ON A 2026 FORD F-650 335HP CHASSIS, GAS REGULAR CAB BASE WITH 7.3L V-8 ENGINE AND TORQSHIFT 6-SPEED AUTOMATIC TRANSMISSION. UNIT TO INCLUDE THE FOLLOWING:
STANDARD FEATURES INCLUDED:
FORCE AMERICAN CAN BUS
CONTROLS AND HYDRAULIC
BLOCK
CUSTOM MOUNTING TO
CAB/CHASSIS
CHELSEA PTO - OR
EQUIVALENT
30 GAL HORIZONTAL
PROPANE TANK
9 KW ELECTRIC HEATING
SYSTEM
1/EA 6" HARD FACED SCREW
CONVEYOR AUGER
1/EA ANTI-BRIDGE BAR
30" CHUTE
30-GAL HYDRUALIC TANK
10 GALLON RELEASE AGENT
TANK - 20' HOSE, HOSE REEL,
AND WAND
10 GALLON WASTE TANK
WAND STORAGE WITH DRIP CUP
- SUPPORTS 1/EA TACK WAND
AND 1/EA RELEASE AGENT
WAND
BACKUP CAMERA - WITH INCAB SPEAKER FOR
COMMUNICATION
DOT COMPLIANT RED AND
AMBER CLEARANCE
REFLECTORS - 4/EA YELLOW
FRONT REFLECTORS, 4/EA RED
REFLECTORS IN REAR, 9/EA
CLEARANCE LIGHTS, 4/EA STOP,
TAIL, TURN LIGHTS
6 CORNER SAFETY STROBE
LIGHTING - 2/EA FRONT
CHASSIS FENDER, 2/EA UNIT
REAR FENDERS, 2/EA REAR
PANEL
HYDRAULIC HOPPER DOORS
W/ IN-CAB CONTROLS
1 YEAR WARRANTY
PARTS/LABOR WARRANTY
OPTIONAL FEATURES INCLUDED:
HYDRAULICALLY OPERATED
SPOILS BIN - IF SINGLE BIN -
SPECIFICY LOCATION
20-GAL RELEASE AGENT TANK
& HOPPER SPRAY BAR SYSTEM
REAR LIFT PLATFORM FOR
ROLLER/COMPACTOR -
COMPACTOR
HYDRAULIC TOOL CIRCUIT WITH
REEL AND 25' HOSE
DOUBLE-SIDED HYDRAULIC
RAIS/LOWER LED ARROW
BOARD
PROPANE HAND TORCH W/ 25'
HOSE
120 GALLON TACK TANK -
ELECTRIC HEAT CONTROL
W/25' HOSE & REEL
WACKER BPS1550BW
W/SPRINKLER
STANLEY BR67 BREAKER WITH
ACCESSORIES
FRONT WORK LIGHTS (EACH) -
SPECIFY QTY AND LOCATION
TOOLBOX - SPECIFY LOCATION
AND DIMENSION - 36" RC
TOOLBOX MOUNTED STREET
SIDE AND TOOL BASKET WITH
OPEN TOP
FRONT PLATFORM - GANG
WALK BETWEEN CAB AND
HOPPER BODY FOR ACCESS
DELIVERY - DELIVERY AND
TRAINING
UNIT PRICE: ................................................................................................ $240,450.00 SALES TAX (10.750%): .............................................................................. $ 25,848.38 TOTAL PRICE F.O.B. GLENDORA, CA:..........................................$266,298.38
THE PROPERTY HEREIN IS GUARANTEED BY MANUFACTURER'S WARRANTY ONLY AND SELLER MAKES NO
WARRANTY EXPRESSED OR IMPLIED, OF MERCHANTABILITY OR OTHERWISE, OR OF FITNESS FOR ANY PARTICULAR PURPOSE, THAT EXTENDS BEYOND THE ABOVE DESCRIPTION OF THE EQUIPMENT.
NOTE: PRICE IS GOOD UNTIL 30 DAYS . COST INCREASES DUE TO THE ADDITION OF GOVERNMENT MANDATED
SAFETY OR ENVIRONMENTAL DEVICES INCURRED AFTER THE DATE OF THIS PROPOSAL, WILL BE CHARGED TO YOU AT OUR COST. PROOF OF SUCH COSTS, IF ANY, WILL BE DOCUMENTED.
TAXES: SALES TAX APPLICABLE AT TIME OF DELIVERY WILL BE SHOWN ON OUR INVOICE. FEDERAL EXCISE
TAXES, IF APPLICABLE, WILL REQUIRE PAYMENT UNLESS A PROPERLY EXECUTED EXEMPTION CERTIFICATE IS SUBMITTED.
DELIVERY: TO BE DETERMINED TERMS: NET TERMS OR APPROVED FINANCING
WE APPRECIATE THE OPPORTUNITY TO PRESENT THIS PROPOSAL AND LOOK FORWARD TO BEING OF FURTHER AND CONTINUED SERVICE.
HAAKER EQUIPMENT COMPANY ACCEPTED BY:
BY: Chuy Vallejo DATE:
JOSE “CHUY” VALLEJO
SALES AREA MANAGER
TERMS Net 30
FOB FRESNO
MFG PRODUCT ARO See Below
INSTALL AROT See Below
QUOTE DATE 9/29/2025
SOURCEWELL MEMBER ID# 94382
CITY OF GLENDORA, CA
116 E FOOTHILL BLVD
QTY PART NO. DESCRIPTION PRICE EXTENSION
PB LOADER CONTRACT NO. 080521-PBL SOURCEWELL CONTRACT - LISTED PRICES QUOTATION NO. 12046.R3
EMULSION SYSTEM
PATCHER
1 51619-00 MODEL BC-4 ASPHALT PATCHER (4 CUBIC YARD CAPACITY) EQUIPPED WITH RADIANT
HEATER, THERMOSTATICALLY CONTROLLED LPG BURNER, HYDRAULIC TOP LIDS AND DOORS, KEVLAR CHAIN CONVEYOR, HAND TORCH, SHOVEL APRON, 25 GAL. LPG
TANK, INSTALLATION AND PAINT BLACK
$94,064.00 $94,064.00
1 BH-153-21 PB MODEL BH-153-21 EMULSION SPRAY UNIT HEATED BY TRUCK COOLING SYSTEM, Y STRAINER, FILL BASKET, HYDRAULICALLY POWERED, 21 GAL. SOLVENT TANK, 132 GAL. EMULSION, WAND WITH 25' HOSE , 10 GAL WASTE TANK, THERMOMETER,
AUXILIARY ELECTRIC HEAT SYSTEM, INSTALLATION AND PAINT BLACK $14,391.00 $14,391.00
EMULSION SYSTEM OPTIONS
1 4001-00 DRAW OFF VALVE $876.00 $876.00
1 MODS-62 6" CLEAN OUT PORT (CS SYSTEMS ONLY) $1,542.00 $1,542.00 1 4221-00 ELECTRIC OVERNIGHT HEAT SYSTEM - EMULSION (CS SYSTEMS ONLY) $896.00 $896.00 1 MODS-EC 12V ELECTRIC COMPRESSOR $2,381.00 $2,381.00
COMPACTION TOOLS
1 50640-00 COMPACTOR LIFT PLATFORM - HYDRAULIC $3,683.00 $3,683.00 1 7100-31 COMPACTOR PLATE - WACKER WP1550AW HONDA $3,461.00 $3,461.00
HOSE REELS
1 5438-00 HOSE REEL - 1/2" X 25' FOR EMULSION $616.00 $616.00 1 5437-00t HOSE REEL - 3/8" X 25' FOR TORCH $548.00 $548.00 1 5437-00s HOSE REEL - 3/8" X 25' FOR SOLVENT $548.00 $548.00 1 5437-00a HOSE REEL - 3/8" X 25' FOR AIR $548.00 $548.00 1 5399-00h HOSE REEL - DUAL 1/2" X 25' FOR HYD HAMMER $1,748.00 $1,748.00
CHASSIS
2026 FORD F-650 CHASSIS, 26,000 GVWR, 7.3L V8 GASOLINE 335HP ENGINE, 6-SPD $95,666.00 AUTOMATIC TRANSMISSION WITH OVERDRIVE AND PTO PROVISION, 50 GALLON FUEL TANK, STEEL WHEELS, CAB PAINTED WHITE, 2 KEYS W/FOB, AUX SWITCHES -
SEE NOTES FOR ACCESSORIES
1 FORD OPT2 $95,666.00
HEATING
1 50555-00 LPG TANK 35 GAL - IN LIEU OF 25GAL. $1,757.00 $1,757.00 1 50630-01 ELECTRIC OVERNIGHT HEATING SYSTEM - 240 VAC 6K 40AMP $3,468.00 $3,468.00 1 7065-00 25' POWER CABLE 240 VOLT $636.00 $636.00
1 6024-00 THERMOMETER 0-300 $258.00 $258.00
WANDS
1 50584-00 AIR BLOW GUN W/ 25' HOSE (REQ COMPRESSOR OPTION OR TRUCK AIR) $1,914.00 $1,914.00 1 50560-00 SOLVENT PUMP & WAND WITH 25FT HOSE $1,580.00 $1,580.00
SPOIL BINS
1 50150-00 CROSS FRAME SPOILS BIN 18" $3,168.00 $3,168.00 1 50200-00 CAB GUARD W/ PB LOGO AND PERFORATED WINDOW $1,452.00 $1,452.00
WORK PLATFORMS
1 MODS-51 20" WORK PLATFORM/CATWALK WITH HAND RAILS AND LADDERS $3,746.00 $3,746.00
CONTROLS
1 50635-00 CAB CONTROLS (TOP LIDS) AIR TOGGLE $757.00 $757.00
STORAGE
1 7000-36 TOOL BOX 36" $1,149.00 $1,149.00
1 7000-20 TOOL BASKET - OPEN TOP $730.00 $730.00
1 2120-00 DUAL ASPHALT LUTE HOLDER - BRKT $199.00 $199.00
HAMMER SYSTEMS
1 50480-00 HYDRAULIC TOOL CIRCUIT W/ FLOW METER, PSI GAUGE AND FAN OIL COOLER $3,192.00 $3,192.00 1 7020-11 HYDRAULIC HAMMER BR-67 W/ ASPHALT CUTTER AND TAMPER PAD $4,670.00 $4,670.00 1 7021-00 LOCKABLE HAMMER HANGER $382.00 $382.00
DISCHARGE SYSTEMS
1 50553-00 PIVOTAL ASPHALT CHUTE $1,402.00 $1,402.00
WARNING SYSTEMS
1 695-2MC STROBE - WHELEN MICRONS MCRNSA LED (SET OF TWO) $1,453.00 $1,453.00 2 695-51A STROBE - WHELEN 500V 5V1A LED (SET OF TWO) $1,860.00 $3,720.00 TRAFFIC ADVISOR - WHELEN MODEL TAL85, 8 LIGHT 500 SERIES 5MM HEADS LED, $1,888.00 47" LG
1 MODS-78 $1,888.00
1 MODS-37 ECCO EC7003-K BACKUP CAMERA SYSTEM (MONITOR W/ SOUND + 1 CAM) $1,659.00 $1,659.00 PB Loader Corporation
5778 W. Barstow * Fresno, California 93722-5024 * Telephone (559) 277-7370 * Fax (559) 277-7375 Toll Free 800-350-8521 * Web www.pbloader.com
TERMS Net 30
FOB FRESNO
MFG PRODUCT ARO See Below
INSTALL AROT See Below
QUOTE DATE 9/29/2025
SOURCEWELL MEMBER ID# 94382
CITY OF GLENDORA, CA
116 E FOOTHILL BLVD
QTY PART NO. DESCRIPTION PRICE EXTENSION
PB LOADER CONTRACT NO. 080521-PBL SOURCEWELL CONTRACT - LISTED PRICES QUOTATION NO. 12046.R3
$260,148.00
$0.00
$1,200.00
$26,665.17
$288,013.17
$288,013.17
SOURCEWELL LISTED TOTAL:
MARKET RATE ITEMS TOTAL PRICE:
ESTIMATED FREIGHT TO CUSTOMER:
10.25% SALES TAX:
GRAND TOTAL:
GRAND TOTAL FOR 1 UNITS:
1. LEAD TIME SUBJECT TO CHANGE AT TIME OF ORDER.
2. CHASSIS ABOVE INCLUDES:
- EMGARD 50W SYNTHETIC OIL LUBRICATION FOR FRONT AXLE.
- 6.14 AXLE RATIO
- 3" FRONT BUMPER EXTENSION
- REMOTE MOUNTED JUMP-START STUD
- TWO (2) 900 CCA BATTERIES IN STEEL BATTERY BOX
- DRIVER ASSIST TECHNOLOGY PACKAGE
SEE SPECIFICATIONS ATTACHED FOR MORE DETAILS
PB Loader Corporation
5778 W. Barstow * Fresno, California 93722-5024 * Telephone (559) 277-7370 * Fax (559) 277-7375 Toll Free 800-350-8521 * Web www.pbloader.com
$243,699.00
$24,979.15
$266,878.15
$266,878.15
2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615
Client Proposal
Prepared by:
James Blakely
Office: 909-770-5730
Quote ID: 26SG
Date: 01/23/2025
Transwest Truck Center | 10150 Cherry Avenue, Fontana, California, 92335 Office: 909-770-5730
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Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Table of Contents
Description Page
Cover Page 1
Table of Contents 2
Selected Equip & Specs 3
Warranty 13
As Configured Vehicle 14
Vehicle Dimension and Performance 17
2 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs
Dimensions
• GCWR: 37,000 lbs. • Front brake diameter: 15.0" • Rear brake diameter: 15.0" • Driver distance from axle: 54.4" * Vehicle body length: 308.0" • Vehicle body width: 96.7" • Vehicle body height: 94.7" * Wheelbase: 194.0" * Turning radius (to curb): 26.6' • Front track: 80.5" • Rear track: 72.6" * Cab to axle: 120.0" • Rear tire outside width: 96.0" * Axle to end of frame: 75.0" * Frame section modulus: 14.2 cu.in. * Frame yield strength (psi): 120000.0 • Frame rail depth: 10.1" * Frame rail width: 3.6" • Frame rail thickness: .3" • Frame rail section: 9.5" • Front bumper to front axle:
39.0" * Front frame extension: 3.0" • Headroom first-row: 40.7" • Leg room first-row: 41.4" • Shoulder room first-row:
68.0" • Hip room first-row: 67.6"
Powertrain
• Spark ignition system • 7.3L V-8 variable valve control, engine with 335HP • Engine cylinders: V-8 • Injection Type:
sequential MPI • Horsepower: 335 HP@3750 RPM • Torque: 468 lb.-ft.@3750 RPM • Radiator * Auxiliary power takeoff • PRNDM shift indicator • 75 mph speed limiter • TorqShift 6-speed automatic • Rear-wheel drive • Recommended fuel:
regular unleaded • Low-speed ABS traction control • Standard rear differential Fuel Economy and Emissions
• Federal emissions
Suspension and Handling
• Standard ride suspension • Standard grade front shock absorbers Driveability
• Hydraulic disc brakes • Front and rear ventilated disc brakes • 4-wheel antilock (ABS) brakes • Four channel ABS brakes * Predictive brake assist system • Hill start assist • Rigid axle front suspension • Leaf spring front suspension • Tapered leaf front suspension • Rigid axle rear suspension • Leaf spring rear suspension • Hydraulic power-assist steering system • Re-circulating ball steering • 2-wheel steering system
Body Exterior
• Side assist steps • 2 doors • Clearcoat paint • Monotone paint • Black side window trim • Black door handles • Black windshield trim • Black front bumper • 2 front tow hooks • Straight front bumper ends • Black grille • Hood mounted grille • Convex spotter in driver and passenger side door mirrors * Video-feed rearview mirror • Trailer style side mirrors • Black door mirrors • English measure truck 279/82R22.5 AS BSW front and rear tires • 22.5 x 8.25-inch front and dual rear wheels • White front wheels • Steel front wheels • White rear wheels • Steel rear wheels • Disc rear wheel Convenience
* Power door locks with 2 stage unlocking * Keyfob activated door locks * Auto-locking doors • Cruise control with steering wheel mounted controls * Power first-row windows • Driver foot rest • Fixed rear windshield • Front beverage holders • Standard glove box • 2 beverage holders * Driver and passenger door bins • Instrument panel bin • Dashboard storage • Trip computer * Upfitter switches • Dual electric horn • Steering column lever gearshift location Comfort
3 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
• Manual climate control • Cloth headliner material • Full headliner coverage • Full vinyl floor covering • Full floor coverage • Urethane steering wheel • Manual tilting steering wheel • Manual telescopic steering wheel Seats and Trim
* Seating capacity: 3 • Driver seat armrest * Front seat center armrest • Bucket driver seat • Folding driver seat back • Low driver seat back • 4 driver seats way-direction • Manual fore/aft * Two person benchfront seat • Fixed passenger seat back • Low passenger seat back • 2 passenger seats way-direction • Manual fore/aft • Vinyl front seat upholstery Entertainment Features
* 1 total number of 1st row displays • AM/FM stereo radio • AM/FM • In-vehicle audio • AM radio • FM radio • Seek scan • Auxiliary input jack • External memory control • Standard grade speakers • Speakers number: 2 • Steering wheel mounted audio controls • Wireless audio streaming • Fixed audio antenna Lighting, Visibility and Instrumentation
• Analog instrumentation display • Trip odometer • In-radio display clock • Driver information center • Tachometer • Oil pressure gauge • Engine/electric motor temperature gauge • Oil temperature gauge • Transmission fluid temperature gauge • Engine hour meter * Gauge cluster display size (inches): 8.00 • Light tinted windows • Reflector headlights • Halogen headlights • Auto on/off headlight control • Multiple enclosed headlights • Delay-off headlights * Auto high-beam headlights • DRL preference setting • Variable intermittent front windshield wipers • Speed sensitive wipers * Illuminated entry • Front reading lights • Variable instrument panel light • Daytime running lights • Cab clearance lights • Delay interior courtesy lights
Technology and Telematics
• Bluetooth handsfree wireless device connectivity • 4G LTE Embedded Modem mobile hotspot internet access • 1 USB port
Safety and Security
• Vehicle tracker * Remote panic alarm * Forward collision mitigation * Rear mounted camera • Electronic stability control system * Back-up alarm
Dimensions
General Weights
* Curb weight 9,233 lbs. * Rear curb weight 3,534 lbs.
Front GAWR 8500 lbs. Rear GAWR 17500 lbs.
GVWR 26000 lbs. GCWR 37000 lbs.
Trailering Weights
GCWR 37,000 lbs.
Weights
* Max RBM (in.-lbs.) 1,780,800 max RBM (in.-lbs.) * Nominal RBM (in.-lbs.) 1,701,600 nominal RBM (in.-lbs.)
4 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Front Weights
* Front curb weight 5,700 lbs. Axle capacity front 8,500 lbs.
Spring rating front 8,500 lbs. Tire/wheel capacity front 13,220 lbs.
Rear Weights
Axle capacity rear 17,500 lbs. Spring rating rear 19,000 lbs.
Tire/wheel capacity rear 24,040 lbs.
Exterior Measurements
* Vehicle body length 308.0" Vehicle body width 96.7"
Vehicle body height 94.7" * Wheelbase 194.0"
Front brake diameter 15.0" Front frame height loaded 35.6" Rear brake diameter 15.0" Front frame height unloaded 36.8" Rear frame height loaded 36.5" Rear frame height unloaded 37.8" * Turning radius (to bumper) 28.2' Width - mirrors folded 90.7" Width - mirrors extended 121.9" Front track 80.5"
Rear track 72.6" Driver distance from axle 54.4"
* Turning radius (to curb) 26.6' * Cab to axle 120.0"
Rear tire outside width 96.0" * Axle to end of frame 75.0" * Frame section modulus 14.2 cu.in. * Frame yield strength (psi) 120000.0 Frame rail depth 10.1" * Frame rail width 3.6"
Frame rail thickness .3" Frame rail section 9.5"
Front bumper to front axle 39.0" * Front frame extension 3.0" Headroom
Headroom first-row 40.7"
Legroom
Leg room first-row 41.4"
Shoulder Room
Shoulder room first-row 68.0"
Hip Room
Hip room first-row 67.6"
Powertrain
Engine
Engine 7.3L V-8 variable valve control, engine with
335HP
Valves per cylinder 2
Engine cylinders V-8 Injection type sequential MPI
Engine location Front mounted engine Ignition Spark ignition system 5 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Engine mounting direction Longitudinal mounted
engine
Engine block material Iron engine block
Cylinder head material Aluminum cylinder head
Engine Specs
Displacement 7.3L cc 445 cu.in.
Bore 4.22" Stroke 3.98"
Compression ratio 10.5
Engine Power
Horsepower 335 HP@3750 RPM Torque 468 lb.-ft.@3750 RPM
Alternator
Alternator amps 210A Alternator type Heavy-duty alternator Battery
* Battery type Dual lead acid battery * Battery rating 1800CCA Battery step Battery step Battery location Battery location forward right Battery run down protection Battery run down
protection
Engine Extras
Radiator Radiator * Auxiliary power take-off Auxiliary power take-off Shift indicator PRNDM shift indicator
Transmission
Transmission TorqShift 6-speed automatic Transmission electronic control Transmission electronic control
Speed limiter 75 mph speed limiter Overdrive transmission Overdrive transmission Lock-up transmission Lock-up transmission First gear ratio 3.974 Second gear ratio 2.318 Third gear ratio 1.516
Fourth gear ratio 1.149 Fifth gear ratio 0.858
Sixth gear ratio 0.674 Reverse gear ratio 3.128
Stall ratio 2 Selectable mode transmission Tow/Haul Mode selectable mode transmission
Transmission oil cooler Transmission oil cooler * PTO transmission provision PTO transmission provision
Drive Type
Drive type Rear-wheel drive
Drivetrain
* Axle ratio 6.14 Axle speed Single axle speed
Exhaust
Tailpipe Non stainless steel single exhaust Additional muffler type horizontal 6 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Additional muffler location right Additional tailpipe type horizontal Additional tailpipe location right
Fuel
Fuel type regular unleaded
Fuel Tank
Front left fuel tank shape rectangular Front left fuel tank capacity 50.01 US gallons Drive Feature
Traction control Low-speed ABS traction control Differential Standard rear differential Fuel Economy and Emissions
Emissions
Emissions Federal emissions
Suspension and Handling
Suspension
Suspension Standard ride suspension Front shock absorbers Standard grade front shock absorbers
Driveability
Brakes
Brake type Hydraulic disc brakes Ventilated brakes Front and rear ventilated disc brakes
ABS brakes Four channel ABS brakes ABS brakes 4-wheel antilock (ABS) brakes Brake Assistance
Hill start assist Hill start assist * Brake assist system Predictive brake assist system
Front Suspension
Suspension ride type frontRigid axle front suspension Suspension type front Leaf spring front suspension Front Spring
Regular front springs Regular front springs Springs front Tapered leaf front suspension Rear Spring
Springs rear Multi-leaf rear suspension Rear springs Regular grade rear springs Auxiliary rear spring Rubber auxiliary rear spring
Rear Suspension
Suspension type rear Leaf spring rear suspension Suspension ride type rear Rigid axle rear suspension Steering
7 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Steering Hydraulic power-assist steering system Steering type Re-circulating ball steering Steering type number of wheels 2-wheel steering
system
Exterior
Front Wheels
Front wheels diameter 22.5" Front wheels width 8.3"
Rear Wheels
Rear wheels diameter 22.5" Rear wheels width 8.3"
Front And Rear Wheels
Appearance none
Front Tires
Aspect 82 Diameter 22.5"
Sidewalls BSW Tread AS
Type english measure truck tire Width 279mm
Front wheel - RPM 497
Rear Tires
Aspect 82 Diameter 22.5"
Sidewalls BSW Tread AS
Type english measure truck tire Width 279mm
Rear wheel - RPM 497
Body Exterior
Exterior Features
Number of doors 2 doors Side steps Side assist steps
Front splash guards Front splash guards
Frame
Clean CA frame Clean CA frame
Body
Body panels Composite and galvanized steel body
panels
Mirrors
Convex spotter Convex spotter in driver and
passenger side door mirrors
* Video rearview mirror Video-feed rearview mirror
Tires
Front tires LT load rating H Rear tires LT load rating H Wheels
8 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Front wheel type Disc front wheel Dual rear wheels Dual rear wheels Number of front wheel studs 10 front wheel studs Number of rear wheel studs 10 rear wheel studs Convenience
Door Locks
* Door locks Power door locks with 2 stage
unlocking
* Keyfob door locks Keyfob activated door locks
* Auto door locks Auto-locking doors
Cruise Control
Cruise control Cruise control with steering wheel
mounted controls
Exterior Mirrors
* Door mirrors Power door mirrors Folding door mirrors Manual folding door mirrors Heated door mirrors Heated driver and passenger
side door mirrors
Front Side Windows
* First-row windows Power first-row windows
Passenger Visor
Visor passenger mirror Passenger visor mirror
Power Outlets
12V power outlets 2 12V power outlets
Pedals
Driver foot rest Driver foot rest
Rear Windshield
Rear windshield Fixed rear windshield
Storage
* Door bins front Driver and passenger door bins Number of beverage holders 2 beverage holders Beverage holders Front beverage holders Glove box Standard glove box Instrument panel storage Instrument panel bin Dashboard storage Dashboard storage Windows Feature
* One-touch up window Driver and passenger onetouch up windows * One-touch down window Driver and passenger
one-touch down windows
Miscellaneous
Trip computer Trip computer Gearshift location Steering column lever gearshift location
9 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd) * Upfitter switches Upfitter switches Horn Dual electric horn Comfort
Climate Control
Climate control Manual climate control
Headliner
Headliner material Cloth headliner material Headliner coverage Full headliner coverage Floor Trim
Floor covering Full vinyl floor covering Floor coverage Full floor coverage Steering Wheel
Steering wheel material Urethane steering wheel Steering wheel telescopic Manual telescopic steering wheel
Steering wheel tilt Manual tilting steering wheel
Seats and Trim
Seat Capacity
* Seating capacity 3
Front Seats
Front seat type Bucket driver seat * Front seat type Two person benchfront seat Driver seat back Folding driver seat back Driver seat back type Low driver seat back Driver seats way-direction4 driver seats way-direction Driver seat fore/aft Manual fore/aft Passenger seat back Fixed passenger seat back Passenger seat back type Low passenger seat back Passenger seats way-direction 2 passenger seats
way-direction
Passenger seat fore/aft Manual fore/aft
Armrests front driver Driver seat armrest * Armrests front center Front seat center armrest Front Seat Trim
Front seat upholstery Vinyl front seat upholstery Front seatback upholstery Carpet front seatback upholstery
Gearshifter Material
Gearshifter material Urethane gear shifter material
Entertainment Features
Displays
* Number of first-row displays 1 total number of 1st
row displays
Radio Features
10 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Aux input jack Auxiliary input jack External memory External memory control Seek scan Seek scan
Speakers
Speakers Standard grade speakers Speakers number 2
Audio Features
Steering mounted audio control Steering wheel
mounted audio controls
Wireless streaming Wireless audio streaming
Lighting, Visibility and Instrumentation
Instrumentation
Trip odometer Trip odometer Instrumentation display Analog instrumentation display
Instrumentation Displays
Driver information center Driver information center Clock In-radio display clock Instrumentation Gauges
Tachometer Tachometer Oil pressure gauge Oil pressure gauge Oil temperature gauge Oil temperature gauge Transmission temperature gauge Transmission fluid temperature gauge
Engine/electric motor temperature
gauge Engine/electric motor temperature gauge
* Gauge cluster display size (inches) 8.00
Engine hour meter Engine hour meter
Instrumentation Warnings
Oil pressure warning Oil pressure warning Low fuel warning Low fuel warning Low brake fluid warning Low brake fluid warning Battery charge warning Battery charge warning Headlights on reminder Headlights on reminder Key in vehicle warning Key in vehicle warning Door ajar warning Door ajar warning Service interval warning Service interval indicator Transmission fluid temperature warning Transmission
fluid temp warning
Glass
Tinted windows Light tinted windows
Headlights
Headlights Halogen headlights Headlight type Reflector headlights Auto headlights Auto on/off headlight control Multiple headlights Multiple enclosed headlights Delay off headlights Delay-off headlights * Auto high-beam headlights Auto high-beam headlights
DRL preference setting DRL preference setting
Front Windshield
Wipers Variable intermittent front windshield wipers Speed sensitive wipers Speed sensitive wipers 11 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Selected Equip & Specs (cont'd)
Interior Lighting
* Illuminated entry Illuminated entry Variable panel light Variable instrument panel light Front reading lights Front reading lights
Lights
Running lights Daytime running lights Interior courtesy lights Delay interior courtesy lights Clearance lights Cab clearance lights
Technology and Telematics
Connectivity
Handsfree Bluetooth handsfree wireless device
connectivity
Internet Access
Internet access 4G LTE Embedded Modem mobile
hotspot internet access
USB Ports
USB ports 1 USB port
Safety and Security
Security System
* Remote panic alarm Remote panic alarm Vehicle tracker Vehicle tracker Active Driving Assistance
* Forward collision warning Forward collision
mitigation
Cameras
* Rear camera Rear mounted camera
Traction Control
Electronic stability control Electronic stability control system
Parking Sensors
* Back up alarm Back-up alarm
12 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Warranty
Standard Warranty
Basic Warranty
Basic warranty 24 months/unlimited
Powertrain Warranty
Powertrain warranty 60 months/100,000 miles
Corrosion Perforation
Corrosion perforation warranty 36 months/unlimited
Roadside Assistance Warranty
Roadside warranty 24 months/unlimited
Frame Rail Warranty
Frame Rail Warranty 60 months/unlimited
13 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
As Configured Vehicle
Code Description
Base Vehicle
F6A Base Vehicle Price (F6A)
Engines
99N 7.3L 2V DEVCT NA PFI V8 Gas - 335 HP @ 3750 rpm
425 50-State Emissions
Transmissions
44P Ford TorqShift HD 6-Speed Automatic - Double Overdrive, LESS PTO Provision and Tow/Haul
41B Transmission Power Take-Off Provision w/LiveDrive
Capability and Tow/Haul
Front Wheels & Tires
643 Wheels, Front 22.5" x 8.25" White Powder Coated Steel, 10-Hole
T2A Tires, Front Two 11R22.5H Goodyear Fuel Max RSA (497 rev/mile)
Rear Wheels & Tires
663 Wheels, Rear 22.5" x 8.25" White Powder Coated Steel, 10-Hole
R2A Tires, Rear Four 11R22.5H Goodyear Fuel Max RSA (497 rev/mile)
Brakes
67H Hydraulic Brake System - Bosch HydroMax w/Traction
Control
Front Axle and Suspension
43A 8,500 lb. Cap. Non-Driving - Dana D-850F
61B Taper-Leaf Springs, Parabolic - 8,500 lb. Cap
14 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
As Configured Vehicle (cont'd)
Code Description
60A Lube, Front Axle, EmGard 50W, Synthetic Oil
Rear Axle and Suspension
472 17,500 lb. Single-Speed - Dana S17-140
68M Multi-Leaf Springs - 19,000 lb. Cap
607 Lube, Rear Axle, EmGard 75W-90, Synthetic Oil
X6A 6.14 Axle Ratio
Wheelbase
194WB 194" Wheelbase/120" CA/75" AF/308" OAL
Frame
536 Single Channel - Straight 'C' 14.18 SM, 120,000 PSI 76F 3" Front Bumper Extension
Exhaust
91H Single, Horizontal Muffler - Frame Mounted Right Side Back of Cab w/Catalytic Converter
Fuel Tanks
65A Fuel Tank - LH 50 Gallon - Steel
Electrical / Alternator / Battery
STDALT Extra Heavy Duty Alternator - 12-Volt, 210 Amp Mitsubishi 55M Jump Start Stud - Remote Mounted
63B Battery - Two 900 CCA, 1800 Total, Includes Steel Battery Box
59C Body Builder Wiring - At End of Frame, Combined - (ILO Standard - Back of Cab Combined)
17M Back-Up Alarm - Electric, 102 dBA
Seats
15 Battery - Two 900 CCA, 1800 Total, Includes Steel Battery Box
Lube, Front Axle, EmGard 50W, Synthetic Oil
6.14 Axle Ratio
3" Front Bumper Extension
Jump Start Stud - Remote Mounted
Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
As Configured Vehicle (cont'd)
Code Description
881 30/70 Fixed Driver & Fixed 2-Passenger Bench - Vinyl Cab Interior
600A Preferred Equipment Package 600A
87H Driver Assist Technology Package. Hydraulic Brake
61M Rear View Camera w/Mirror Display
92K Enhanced Cluster w/High-Level 8-Inch Display
90P Power Equipment Group - (Included in (90A) Appearance Group)
59F Four Body Builder Switches - Mounted in Center
Instrument Panel
588 Radio: AM/FM Stereo w/2 Speakers, USB input, Clock
Display and Bluetooth
Cab Exterior
54R Mirrors, Dual - Heated & Motorized Rectangular, XL2020 - 102" Width
Ship-Thru
21A Pre-Delivery Inspection
31F Ship-Thru - NFS National Fleet Services
Miscellaneous
PAINT Paint Type - Environmentally Friendly, "3 - Wet System" Interior Color
E_01 Gray
16 Driver Assist Technology Package. Hydraulic Brake
Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Vehicle Dimension and Performance Summary
Performance predictions in this report represent an estimate of vehicle performance based on standard operating conditions. Variations in customer equipment, load configuration, ambient conditions, and/or operator driving techniques can cause significant variations in vehicle performance. These values are not representative of results that may be shown in actual dynamometer tests. This report should therefore be used as a guide for comparative vehicle performance.
Dimensions
A Front of Bumper to Front Axle 39.00 in.
B Front Bumper to Back of Cab (BBC) 113.00 in.
C Wheelbase (WB) 194.00 in.
D Overall Length (OAL) 308.00 in.
E Back of Cab to Rear Axle (CA) 120.00 in.
F Back of Cab to End of Frame 195.00 in.
G Rear Axle to End of Frame (AF) 75.00 in.
H Frame Section Height 10.10 in.
I Rear Frame Height Unloaded 37.80 in.
I Rear Frame Height Loaded 36.50 in.
J Cab Height 94.70 in.
K Body Width 96.70 in.
L Maximum Ground Clearance N/A
L Minimum Ground Clearance N/A
M Front Tread 80.50 in.
M Rear Tread 72.60 in.
17 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Vehicle Dimension and Performance Summary (cont'd)
Weight
Licensing
GVWR does not exceed 26,000 lbs and may not require a Commercial Driver's License (CDL). Contact your local state commercial driver licensing office for specifics on what your state requires.
GVW Front Axle Rear Axle Totals
Chassis 5,700 lbs 3,534 lbs 9,234 lbs
Body 0 lbs 0 lbs 0 lbs
Occupants Weight 200 lbs 100 lbs 300 lbs
1 Max Payload - (Max Payload) 2,600 lbs 13,866 lbs 16,466 lbs TOTAL 8,500 lbs 17,500 lbs 26,000 lbs
Ratings Front Axle Rear Axle GVWR
GAWR 8,500 lbs 17,500 lbs 26,000 lbs
Wheels/Tires 13,220 lbs 24,040 lbs
Suspension 8,500 lbs 19,000 lbs
Axle 8,500 lbs 17,500 lbs
Legal Axle Limit 0 lbs 0 lbs
18 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Vehicle Dimension and Performance Summary (cont'd)
Start, Grade and Speed
Shift Indicator
Vehicle equipped with Park Pawl. Shift indicator will display PRNDM.
Start Ratio Desired Calculated
Start grade capability in 1st gear 3.97 15.00 % 20.40 % Start grade capability in reverse 3.13 15.00 % 16.06 %
Grade Ratio Desired Calculated
Maximum grade in 4th gear 1.15 3.00 % 5.90 %
Maximum grade in 5th gear 0.86 3.00 % 4.40 %
Maximum grade in 6th gear 0.67 3.00 % 3.46 %
Speed Desired Calculated
Top Speed (level grade)
To meet your requirement you need a maximum axle ratio of 10.75 75 mph 109 mph
Top Speed on 3% grade
To meet your requirement you need a maximum of 166 hp
55 mph
Cruise Speed 60 mph 76 mph
Engine RPM at desired cruise speed 2,057 rpm
Variables in Use
Start
Rear axle ratio: 6.14
Tire size: 11R22.5 (497
rev/mile)
Gross Vehicle Weight (GVW): 26,000 lbs
Clutch engagement torque: 234 ft.lbs.
Torque conversion ratio: 2.00
Grade
Rear axle ratio: 6.14
Tire size: 11R22.5 (497
rev/mile)
Gross Vehicle Weight (GVW): 26,000 lbs
Peak engine torque: 468 ft.lbs.
Speed
Engine Power: 335 hp @ 3,750 rpm
Peak Torque RPM: 3,750 rpm
Frontal Area: 57.55 ft²
Cruising RPM 2,600 rpm
Worst road surface Typical Highway
Final Drive Ratio: 0.67
Drag Coefficient 0.80
19 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.
Prepared by: James Blakely
01/23/2025 Transwest Truck Center | 10150 Cherry Avenue Fontana California | 92335 2026 F-650 Gas Regular Cab Base (F6A)
Price Level: 615 | Quote ID: 26SG
Vehicle Dimension and Performance Summary (cont'd)
Turning Radius
Turning radius to curb: 26.61 ft
Turning radius to bumper: 28.22 ft
20 STAFF REPORT
TO: Mayor and Council Members DATE: November 12, 2025
FROM: City Clerk DISTRICT(S): Not Applicable
SUBJECT: 2025 Election for San Gabriel Basin Water Quality Authority (WQA) Board Member Representing Cities with Prescriptive Pumping Rights (Term 2026 - 2030)
RECOMMENDATION
That the City Council:
1. Adopt a Resolution entitled, "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, CASTING ITS VOTES FOR COUNCILMEMBER ____________ TO REPRESENT CITIES
WITH PRESCRIPTIVE PUMPING RIGHTS ON THE BOARD OF THE SAN GABRIEL BASIN WATER QUALITY AUTHORITY (WQA)" casting Glendora's five votes for either Robert Gonzales, City of Azusa or Jeffrey Maloney, City of Alhambra for the San Gabriel Basin Water Quality Authority (WQA) Board Member representing cities with prescriptive pumping rights.
STRATEGIC FOCUS AREAS
Not Applicable
EXECUTIVE SUMMARY
The San Gabriel Basin Water Quality Authority (WQA) is conducting its quadrennial election for the Board Member representing cities with prescriptive pumping rights. Each eligible city must cast its votes by City Council resolution no later than Tuesday, December 16, 2025, at 12:00 p.m.
The City of Glendora is entitled to five votes, based on its 2020 Census population of 52,558. The proposed Resolution (Attachment B) will designate which candidate the City is supporting for the upcoming election.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
The San Gabriel Basin Water Quality Authority (WQA) was established by the State of California in 1993 to develop, finance, and implement groundwater treatment programs throughout the San Gabriel Valley. WQA is governed by a seven-member board consisting of:
Three members representing overlying municipal water districts; One city councilmember from a city with prescriptive pumping rights; One city councilmember from a city without prescriptive pumping rights; and Two members representing water producers in the San Gabriel Basin.
Cities with prescriptive pumping rights include:
Alhambra Arcadia Azusa Covina
El Monte Glendora Industry Irwindale
Monterey Park Monrovia South Pasadena Whittier
The City of Glendora has historically participated in these elections to ensure continued representation of municipal interests in regional groundwater management decisions. The current representative, Councilmember Robert Gonzales of the City of Azusa, has served since 2022, and his term expires on December 31, 2025.
DISCUSSION
The San Gabriel Basin Water Quality Authority was created by the State Legislature to address the critical need for coordinated groundwater cleanup programs in the Basin’s water supply. The Board position representing cities with prescriptive pumping rights is a four-year term.
The WQA initiated its 2025 election process in accordance with its bylaws. The nomination period closed on Friday, October 18, 2025, at which time two qualified nominees were received. Nominees must be elected officials from one of the twelve eligible cities.
Nominees:
Robert Gonzales, City of Azusa
Jeffrey Maloney, City of Alhambra
Each participating city is required to cast all of its allocated votes for a single candidate. The City Council must adopt a resolution selecting one candidate and submit it to the WQA no later than December 16, 2025, at 12:00 p.m. Resolutions received after this deadline will not be counted.
Votes will be officially tallied during the WQA’s regular meeting on Wednesday, December 17, 2025, at 12:00 p.m.
FISCAL IMPACT
There is no fiscal impact associated with the recommendations in this report.
ENVIRONMENTAL DETERMINATION
This item is not a project under the California Environmental Quality Act (CEQA) and is therefore exempt pursuant to CEQA Guidelines § 15378(b)(5).
Prepared By: Kathleen R. Sessman, City Clerk/Communications Director Concurs With: Not Applicable
Reviewed By: Kathleen R. Sessman, City Clerk/Communications Director Certified to Availability of Funds: Not Applicable
Approved By: Adam Raymond, City Manager
Legal Review: Not Applicable
CEQA Review: Not Applicable
Attachments
A_Resolution_2025_WQA_Election.pdf
B_WQA_Election_Packet.pdf
RESOLUTION CC 2025-____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GLENDORA,
CALIFORNIA, CASTING ITS VOTES FOR COUNCILMEMBER
____________ TO REPRESENT CITIES WITH PRESCRIPTIVE
PUMPING RIGHTS ON THE BOARD OF THE SAN GABRIEL BASIN
WATER QUALITY AUTHORITY (WQA)
THE CITY COUNCIL
City of Glendora, California
WHEREAS, on September 22, 1992, Senate Bill 1679 was signed into law by Governor Pete Wilson authorizing the creation of the San Gabriel Basin Water Quality Authority; and
WHEREAS, the Board of the San Gabriel Basin Water Quality Authority is composed of seven members with three appointed members from each of the three municipal water districts, one elected city council person from cities in the San Gabriel Basin with prescriptive pumping rights, one elected city council person from cities in the San Gabriel Basin without prescriptive pumping rights, and two appointed members representing water producers in the San Gabriel Basin; and WHEREAS, the City of Glendora is one of the cities in the San Gabriel Basin with prescriptive pumping rights;
WHEREAS, the City of Glendora must cast its vote(s) for only one of the official nominees provided by the San Gabriel Basin Water Quality Authority; WHEREAS, the City of Glendora must cast its vote(s) by resolution of the city council;
WHEREAS, the resolution of the City of Glendora casting its vote(s) must be received by the San Gabriel Basin Water Quality Authority no later than December 16, 2025 at 12:00 p.m.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GLENDORA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. The City Council of the City of Glendora cast its five votes for Councilmember __________________________ as the representative for cities in the San Gabriel Basin with prescriptive pumping rights.
SECTION 2. The City Clerk shall certify to the passage and adoption of this resolution and shall enter the same in the Book of Original Resolution.
SECTION 3. The City Clerk is hereby directed to forward a fully executed copy of this resolution to the San Gabriel Basin Water Quality Authority, Attn: Stephanie Moreno, at [email protected] no later than December 16, 2025 at 12:00 p.m. so that the City of Glendora' s votes may be counted.
Resolution (LB) YYYY-## Page 2 of 2
Template Version Update: 2025 08 18
PASSED, APPROVED AND ADOPTED by the City Council of the City of Glendora this __ day of November, 2025.
BY:
DAVID FREDENDALL
Mayor
APPROVED AS TO FORM:
Aleshire & Wynder, LLP
DANNY ALSHIRE
City Attorney
CERTIFICATION
I, do hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Glendora at a regular meeting held on the ___ day of November, 2025, by the following vote:
AYES: MEMBERS:
NOES: MEMBERS:
ABSENT: MEMBERS:
ABSTAIN: MEMBERS:
Dated:
KATHLEEN R. SESSMAN
City Clerk/Communications Director
STAFF REPORT
TO: Mayor and Council Members DATE: November 12, 2025
FROM: Public Works DISTRICT(S): Citywide
SUBJECT: Award of a Public Works Contract to Select Electric, Inc. for Traffic Signal Modifications, Plan No. 1388 in the amount of $2,087,197
RECOMMENDATION
That the City Council:
1. Adopt a Categorical Exemption from the California Environmental Quality Act pursuant to Title 14, Section 15301(c) of the California Code of Regulations;
2. Approve the Plans and Specifications for the (Highway Safety Improvement Program (HSIP) Funded Cycle 11-Traffic Signal Modifications, Plan No. 1388;
3. Award an Agreement to Select Electric, Inc., for the HSIP Funded Cycle -11 Traffic Signal Modifications, Plan No. 1388 Project in the amount of $2,087,197;
4. Authorize 10% contingency in the amount of $208,720; and
5. Authorize the City Manager or his designee to execute the Agreement with Select Electric, Inc., including minimal and/or non-substantive changes.
STRATEGIC FOCUS AREAS
Goal 5: Improve and Maintain the City’s Infrastructure and Facilities (IMCIF)
EXECUTIVE SUMMARY
The bid opening for the HSIP Funded Cycle 11-Traffic Signal Modifications, Plan No.1388, was held on September 18, 2025. Thirteen prime bidders reviewed the bid packages and six contractors submitted bid proposals. Bids ranged from $2,087,197 to $2,580,236. Select Electric, Inc. of Anaheim, CA, was the lowest responsive bidder in the amount of $2,087,197.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
In 2022, Caltrans released the HSIP Cycle 11 call-for-projects with an application submittal date of September 12, 2022. On March 9, 2023, staff received notification that the City was awarded $1,733,580 state funded HSIP Cycle 11 grant for the Signalized Intersection Safety Enhancements Project.
The Glendora City Council approved the Fiscal Year 2024-25 Adopted Budget, inclusive of a total allocation of $2,750.000 for the completion of the HSIP Cycle 11-Traffic Signal Modifications, Plan # 1388.
DISCUSSION
This project includes the installation of protected left turn phasing of 6 intersections, converting signals from pedestal mounted to mast arms at 2 intersections, and installation of high visibility crosswalks. These enhancements may also include intersection lighting, ADA curb ramps, curb extensions, upgrading of pedestrian push button, upgrading of signal controller and cabinet, and advanced school zone signs.
Project Locations:
The Notice Inviting Bids for construction of the Project was advertised on July 10, July 17, and July 24, 2025. Bid opening took place on September 18, 2025. Thirteen prime contractors downloaded the bid package and six bids were received, but one was a non-responsive. The Five (5) responsive bids range from $2,087,197 to $2,580,236.
After review of the bids, Select Electric Inc. was found to be the lowest responsible bidder, meeting the minimum qualifications, including having the required licensing, bonding, experience with similar projects, and the ability to perform the work. The recommendation is to award the agreement for construction to Select Electric Inc. in the amount of $2,087,197.
Contractor Bid Amount
Select Electric, Inc. $2,087,197
Ferreira Construction $2,288,971
Elecnor Belco Electric, Inc $2,233,176
Crosstown Electrical & Data, Inc $2,334,620
DBX, Inc. $2,580,236
Calpromax Engineering Non-Responsive
FISCAL IMPACT
Funding for this project was included in the FY 2023-24 Adopted Budget and FY 2024-25 Adopted Budget in Fund 256 (Road Maintenance and Rehabilitation Act, (RMRA)) and Fund 291 (HSIP). The total project budget is $2,750,000 and estimated project expenditures are $2,684,357 as detailed in the tables below. The proposed Contract with Select Electric, Inc. will therefore not cause any unexpected fiscal impacts to the City which has not been previously budgeted for.
Project Budget
Description Account No. Project No. Amount
FY 2023-24 Adopted Budget 29100990-70000 (HSIP) 5524104 $1,150,000 FY 2024-25 Adopted Budget 25600990-70000 (RMRA) 5524104 $1,016,420 FY 2024-25 Adopted Budget 29100990-70000 (HSIP) 5524104 $583,580 Total $2,750,000
Estimated Project Expenditures
Description Budget Expenditures
Project Number 5524104 Budget $2,750,000
Publication $561
Design Cost for Professional Services (with 10%
contingency)
$267,283
Environmental $75
Construction $2,087,197
Contingency 10% $208,720
Construction Inspection (to be awarded) $140,000
Geotechnical Testing $45,000
Total $2,748,836
ENVIRONMENTAL DETERMINATION
A Notice of Exemption was submitted by the City for the Project pursuant to Section 15301(c) of the California Code of Regulations (i.e., the "Existing Facilities" Categorical Exemption) as required by the California Environmental Quality Act and was recorded by the County Registrar on December 06, 2024. A copy is attached and marked as attachment “A”.
Prepared By: Abel Paguio, Civil Engineering Assistant ll 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: Jeff Kugel, Community Development Director Attachments
A_Recorded_Notice_of_Exemption_1388.pdf
B_Plan_Holders_List_1388.pdf
C_Bid_Summary_1388.pdf
D_Bid_Proposal_1388.pdf
E_Contract_Agreement_Docusign-1388.pdf
F_Presentation-1388.pdf
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HSIP Funded Cycle 11-Traffic Signal Modifications,
Plan # 1388
BID OPENING: September 18, 20253
SUMMARY OF BIDS
CONTRACTORS BID AMOUNT
1. Select Electric, Inc. $ 2,087,197.00
2. Ferreira Construction $2,288,971.00
3. 4.
5. 6.
Elecnor Belco Electric, Inc
Crosstown Electrical & Data Inc.
DBX, Inc.
Calpromax Engineering
$2,333,176.00
$2,234,620.00
$2,580,236.00
Non-compliant bid
20,871.97
Revised 10/2024
BID PROPOSAL (Part 1)
SECTION III
HSIP Cycle 11 Traffic Signal Modifications Project, Plan No. 1388 Bidder understands that early completion is important to the City. Therefore, time being of the essence, bidder proposes that the work will be commenced and will be completed within the time specified in Article 13 of the Instruction to Bidders.
4. Addenda
Bidder acknowledges receipt of Addenda identified as:
5. Bidder Information
(a) Bidder has years of experience as a contractor in construction work. (b) Bidder has recently completed the three (3) following construction works of similar nature:
Contract Class Date
Amount of Work Completed Name, Address, Phone Number of Owner
6. Designation of Subcontractors
In compliance with the Subletting and Subcontracting Fair Practices Act, Public Contract Code Section 4100 et seq., listed below is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one (0.5%) percent of the total bid.
In the case of bids or offers for the construction of streets or highways, including bridges, listed below is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one percent (0.5%) of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater.
Also listed below is the portion of the work which will be done by each subcontractor. (List only one subcontractor for each portion of the work as defined by the bidder in this bid.) [P.C.C. Section 4100 et seq.,] Portion
Subcontractor Location of work of work
Name & PWC registration #
AGREEMENT FOR PUBLIC WORKS SERVICES
By and Between
CITY OF GLENDORA
and
SELECT ELECTRIC, INC.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 1
AGREEMENT FOR PUBLIC WORKS SERVICES
BETWEEN THE CITY OF GLENDORA AND
SELECT ELECTRIC, INC.
THIS AGREEMENT FOR PUBLIC WORKS SERVICES (herein “Agreement”) is made and entered into this _____ day of __________, 2025 by and between the City of Glendora, a California municipal corporation (“City”) and Select Electric, Inc., a California corporation (“Contractor”). City and Contractor may sometimes be referred to herein, individually as a “Party” or collectively, as the “Parties.”
RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the performance of the services defined and described herein.
B. Contractor, following submission of a proposal or bid for the performance of the services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those services.
C. Pursuant to the City of Glendora Municipal Code and California state law, City has authority to enter into and execute this Agreement.
D. The Parties desire to formalize the selection of Contractor for performance of those services described herein and desire that the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:
ARTICLE 1. WORK OF CONTRACTOR
1.1 Scope of Work.
Contractor shall perform all of the work, furnish all labor, materials, equipment, tools, utility services, and transportation, and comply with all of the specification and requirements set forth in the Bid Documents for the Project (as each such terms are defined below), In compliance with all terms and conditions of this Agreement, and as described in the “Scope of Work” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the work required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Contractor shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein. Contractor covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended.
For purposes of this Agreement, the phrase “highest professional standards” shall mean those Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 2 standards of practice recognized by one or more first-class firms performing similar work under similar circumstances.
1.2 Bid Documents.
The Scope of Work shall include the “General Provisions” and “Special Provisions” in the bid documents for the project entitled HSIP Cycle 11 Traffic Signal Modifications Project, Plan No. 1388, including any documents or exhibits referenced therein (collectively, “Bid Documents”), all of which are incorporated herein by this reference. In the event of any inconsistency between the terms of the Bid Documents and this Agreement, the terms of this Agreement shall govern.
1.3 Compliance with Law.
Contractor shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered.
1.4 Compliance with California Labor Law.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by state law and DIR regulations. Pursuant to Labor Code Section 1771.1, Contractor and all subcontractors must be registered with, and pay an annual fee to, the DIR prior to and during the performance of any work under this Agreement. Contractor shall notify the City in writing immediately, and in no case more than twenty-four (24) hours, after receiving any information that Contractor’s or any of its subcontractors’ DIR registration status has been suspended, revoked, expired, or otherwise changed.
(b) Prevailing Wages. Contractor shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement. (c) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 3 (d) Payroll Records. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (e) Apprentices. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects.
Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program.
Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(f) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by Labor Code Sections 1810 and 1811. As required under Labor Code Section 1812, Contractor and each of its subcontractors shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by them in connection with the work performed under the terms of this Agreement.
(g) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1½) times the basic rate of pay.
(h) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Contractor’s Authorized Initials _______________
James Staab
President
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 4 (i) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.
1.5 Licenses, Permits, Fees and Assessments.
Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.
1.6 Familiarity with Work.
(a) By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the scope of work to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.
(b) Pursuant to Public Contract Code Section 7104, Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface, unknown or latent conditions at the Project site, materially different from those indicated by information about the Project site made available to bidders prior to the deadline for submitting bids on the Project; or (iii) unknown physical conditions at the Project site of any unusual nature, different from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, and will materially affect the performance of the services hereunder.
(c) City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, the performance of any part of the work, the City shall issue a Change Order per Section 1.10 of this Agreement. (d) In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 5 increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under this Agreement. Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the Parties.
(e) City will compensate Contractor to the extent required by Government Code Section 4215 by issuing a Change Order per Section 1.10 of this Agreement.
1.7 Protection and Care of Work and Materials.
The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of this Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as caused by City’s own negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.
1.8 Warranty.
Contractor warrants all work under this Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed or corrected and any non-conforming construction or materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in this Agreement,, or the Bid Documents, or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance by the City for the Project, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the requirements under this Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act as soon as requested by the City in response to any emergency condition or situation. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of other subcontractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor's obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of this Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement or the Bid Documents, to the reasonable satisfaction of the City, Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 6 the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense.
Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.
1.9 Inspection by City.
In connection with the performance of this Agreement, the City shall have the authority to enter the worksite at any time for the purpose of identifying the existence of conditions, either actual or threatened, that may present a danger or hazard to any and all employees. The Contractor agrees that the City, in its sole authority and discretion, may order the immediate abatement of any and all conditions that may present an actual or threatened danger or hazard to any and all employees at the worksite Contractor acknowledges the provisions of Section 6400 of the Labor Code, which requires that employers shall furnish employment and a place of employment that is safe and healthful for all employees working therein. In the event the City identifies the existence of any condition that presents an actual or threatened danger or hazard to any or all employees at the worksite, the City is hereby authorized to order the immediate abatement of that actual or threatened condition pursuant to this Section.
The City may also, at its sole authority and discretion, issue an immediate stop work order to the Contractor to ensure that no employee working at the worksite is exposed to a dangerous or hazardous condition. Any stop work order issued by the City to the Contractor in accordance with the provisions of this section shall not give rise to any claim or cause of action for delay damages by the Contractor or the Contractor’s agents or subcontractors against the City.
1.10 Additional Work and Change Orders.
(a) City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Work or make changes to the work by altering, adding to or deducting from said work.
No such extra work may be undertaken unless a written change order is first given by the Contract Officer to the Contractor, incorporating therein any adjustment in (i) the Contract Sum, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor (“Change Order”). All Change Orders must be signed by the Contractor and Contract Officer prior to commencing the extra work thereunder. (b) Any increase in compensation of up to ten percent (10%) of the Contract Sum or $25,000, whichever is less; or any increase in the time to perform of up to one hundred eighty (180) days may be approved by the Contract Officer, provided that such increase does not materially affect the work in a manner or materially and detrimentally affect the interest of the City. Any greater increases, taken either separately or cumulatively, must be approved by the City Council.
(c) Any adjustment in the Contract Sum for a Change Order must be in accordance with the rates set forth in the Schedule of Compensation in Exhibit “C”. If the rates in the Schedule of Compensation do not cover the type of work in the Change Order, the cost of such work shall not exceed an amount agreed upon in writing and signed by Contractor and Contract Officer. If the cost of the Change Order cannot be agreed upon, the City will pay for actual work of the Change Order that is completed to the satisfaction of the City, as follows:
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 7 (i) Labor: The cost of labor shall be the actual cost for wages of workers and subcontractors performing the work for the Change Order at the time such work is done. The use of labor classifications that would increase the cost of such work shall not be permitted.
(ii) Materials and Equipment: The cost of materials and equipment shall be at cost to Contractor or the lowest current price for which such materials and equipment are reasonably available at the time the work is done, whichever is lower. (iii) Daily Reporting: If the cost of the extra work cannot be agreed upon, the Contractor must provide a daily report that includes all invoices for labor, materials and equipment costs for the work under the Change Order. The daily report must include:
list of names of workers, classifications, and hours worked; description and list of quantities of materials used; type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable; description of other City authorized services and expenditures in such detail as the City may require. Failure to submit a daily report by the close of the next working day may, at the City’s sole and absolute discretion, waive the Contractor’s rights to payment for the work performed for that day.
(d) It is expressly understood by Contractor that the provisions of this Section 1.10 shall not apply to services specifically set forth in the Scope of Work. Contractor hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Work may be more costly or time consuming than Contractor anticipates and that Contractor shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other contractors. (e) No claim for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.
1.11 Special Requirements.
Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed $2,087,197 (Two Million Eighty-Seven Thousand One Hundred Ninety-Seven Dollars) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.10.
2.2 Method of Compensation.
The method of compensation may include: (i) a lump sum payment upon completion; (ii) payment in accordance with specified tasks or the percentage of completion of the Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 8 services less the contract retention; (iii) payment for time and materials based upon the Contractor’s rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, (b) contract retention is maintained and (c) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.
2.3 Reimbursable Expenses.
Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contractor at all Project meetings reasonably deemed necessary by the City.
Coordination of the performance of the work with City is a critical component of the services. If Contractor is required to attend additional meetings to facilitate such coordination, Contractor shall not be entitled to any additional compensation for attending said meetings.
2.4 Invoices.
Each month Contractor shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by City’s Finance Director and/or the Contract Officer. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement. The invoice shall contain all information specified in Exhibit “C”, include a copy of Contractor’s certified payroll and proof that the certified payroll has been submitted to the DIR, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be detailed by such categories. Contractor shall also submit a list of the prevailing wage rates for all employees and subcontractors providing services under this Agreement, as applicable, with Contractor’s first invoice. Contractor shall not invoice City for any duplicate services performed by more than one person.
City shall, as soon as practicable, independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, or as provided in Section 7.3, City will cause Contractor to be paid within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that City does not cause Contractor to be paid within thirty (30) days of receipt of an undisputed and properly submitted invoice, Contractor shall be entitled to the payment of interest to the extent allowed under Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.
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2.5 Waiver.
Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in the work performed by Contractor.
2.6 Retention.
City will deduct a five percent (5%) retention from all progress payments. In accordance with Public Contract Code Section 22300, which is hereby incorporated into this Agreement, City shall permit the substitution of securities for any moneys withheld by City to ensure performance under this Agreement. The retention held by the City shall be released within sixty (60) days after the date of completion of the work and the Project, as required by Government Code Section 7107.
In the event of a dispute between City and Contractor, City may withhold from the final payment an amount not to exceed one hundred fifty percent (150%) of the disputed amount.
ARTICLE 3. PERFORMANCE SCHEDULE
3.1 Time of Essence.
Time is of the essence in the performance of this Agreement.
3.2 Schedule of Performance.
Contractor shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed (“NTP”) by the Contract Officer and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Contractor, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer but not exceeding one hundred eighty (180) days cumulatively.
3.3 Force Majeure.
The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.
3.4 Inspection and Final Acceptance.
City may inspect and accept or reject any of Contractor’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Contractor’s work within forty-five (45) days after submitted to City. City shall accept work by a Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 10 timely written acceptance, otherwise work shall be deemed to have been rejected. If City finds that Contractor’s work does not meet the requirements and standards set forth in this Agreement, Contractor shall remedy any defects in the work at Contractor’s sole expense, following notice by the City. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as to amount to fraud. Acceptance of any work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Articles 1 and 5, pertaining to warranty and indemnification and insurance, respectively.
3.5 Term.
Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding one (1) year from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit “D”).
ARTICLE 4. COORDINATION OF WORK
4.1 Representatives and Personnel of Contractor.
The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act on its behalf with respect to the work specified herein and make all decisions in connection therewith:
James Staab, President
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing Principals were a substantial inducement for City to enter into this Agreement.
Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder.
All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.
4.2 Status of Contractor.
Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
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4.3 Contract Officer.
The Contract Officer shall be the City’s Public Works Director or such person as may be designated by the City Manager. It shall be the Contractor’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Contractor shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.
4.4 Independent Contractor.
Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in, or authority over, the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role.
Contractor shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.
4.5 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS
5.1 Insurance Coverages.
Without limiting Contractor’s indemnification obligations to the City (as set forth below), and prior to commencement of any services under this Agreement, Contractor shall obtain, Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 12 provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City. (a) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. The Product and Completed Operations coverage under the policy shall extend a minimum of three (3) years after completion of the Project. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the policy must include work performed “by or on behalf” of the insured. The policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. The policy shall specifically provide for a duty to defend on the part of the insurer. (b) Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional Liability (errors & omissions) Insurance. Contractor shall maintain professional liability insurance that covers the services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Contractor agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ Compensation Insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(e) (e) Pollution Liability Insurance. Contractor shall maintain Environmental Impairment Liability insurance, written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the Project site to the final disposal location, including non-owned disposal sites. (f) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (g) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.
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5.2 General Insurance Requirements.
(a) Proof of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(b) Duration of Coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the services hereunder by Contractor, its agents, representatives, employees or subcontractors. (c) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
(d) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (e) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
(f) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of Contract Provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 14 (h) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any Party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional Insured Status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (l) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass Through Clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the Project who is brought onto or involved in the Project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the Project will be submitted to City for review. (n) City’s Right to Revise Specifications. The City reserves the right at any time during the term of this Contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
(p) Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 15 under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.
5.3 Indemnification.
To the full extent permitted by law, Contractor agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, injuries or death of any person (including workers and the public), losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work provided herein of Contractor, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Contractor is legally liable (“indemnitors”), or arising from Contractor’s or indemnitors’ reckless or willful misconduct, or arising from Contractor’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith:
(a) Contractor will defend any action or actions filed in connection with any of said claims or liabilities (with legal counsel approved by City) and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith; (b) Contractor will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities; and Contractor agrees to save and hold the City, its officers, agents, and employees harmless therefrom; (c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.
In addition, Contractor agrees to indemnify, defend and hold harmless the Indemnified Parties from, any and all claims and liabilities for any infringement of patent rights, copyrights or trademark on any person or persons in consequence of the use by the Indemnified Parties of articles to be supplied by Contractor under this Agreement, and of which the Contractor is not the patentee or assignee or has not the lawful right to sell the same.
Contractor shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Contractor shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Contractor in the performance of professional services and work hereunder. The provisions of this Section do not apply to claims or liabilities Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 16 occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Contractor and shall survive termination of this Agreement.
Contractor’s obligations under this Section shall apply regardless of whether or not such claims or liabilities were caused in part or contributed to by the City or any Indemnified Parties. In instances where City or its Indemnified Parties is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.
5.4 Notification of Third-Party Claims.
City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.
5.5 Performance and Labor Bonds.
Concurrently with execution of this Agreement, Contractor shall deliver to the City, the following:
(a) A performance bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the faithful performance of this Agreement (“Performance Bond”).
(b) A labor and materials bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement (“Payment Bond”).
Both the Performance Bond and Payment Bond required under this Section 5.5 shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his/her power of attorney. The bonds shall be unconditional and remain in force during the entire term of this Agreement.
5.6 Sufficiency of Insurer or Surety.
Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better, unless such requirements are waived by the Risk Manager of the City (“Risk Manager”) due to unique circumstances. In addition, the insurance carrier must be currently authorized by the Insurance Commissioner to transact business of insurance or be on the List of Approved Surplus Line Insurers issued by the State of California. If this Agreement continues for more than 3 years duration, or in the event the Risk Manager determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 17 bonds required by Section 5.5 may be changed accordingly upon receipt of written notice from the Risk Manager.
5.7 Substitution of Securities.
Pursuant to Public Contract Code Section 22300, substitution of eligible equivalent securities for any funds withheld to ensure performance under this Agreement may be permitted at the request and sole expense of the Contractor. Alternatively, the Contractor may, pursuant to an escrow agreement in a form prescribed by Public Contract Code Section 22300, request payment of retentions funds earned directly to the escrow agent at the sole expense of the Contractor.
5.8 Release of Securities.
City shall release the Performance and Payment Bonds when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; (b) the work for the Project has been finally accepted by the City; and (c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the Payment Bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.
ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of 3 years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the books and records may be given to City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.
6.2 Reports.
Contractor shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 18 Officer shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Contractor is providing design services, the cost of the Project being designed, Contractor shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the Project being designed.
6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use.
Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.
6.4 Confidentiality and Release of Information.
(a) information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena. (c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 19 (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.
7.2 Disputes.
(a) Default; Cure. In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant, in the sole and absolute discretion of the Project Manager. During the period of time that Contractor is in default, the City shall hold all invoices and shall proceed with payment on such invoices only when the default is cured to the satisfaction of the City. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement. (b) Dispute Resolution. This Agreement is subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the California Public Contract Code regarding the resolution of public works claims of less than $375,000. Additionally, Section 9204 of the California Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. Article 1.5 mandates certain procedures for the filing of claims and supporting documentation by the Contractor, for the response to such claims by the City, for a mandatory meet and confer conference upon the request of the Contractor, for mandatory non-binding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the failure to resolve the dispute through mediation. This Agreement hereby incorporates the provisions of Article 1.5 as though fully set forth herein and the intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 20 Code with respect to any such claims by Contractor. This Section shall be construed to be consistent with said statutes.
For purposes of these procedures, the term “claim(s)” means a separate demand by the Contractor, after the City has denied Contractor’s timely and duly made request for payment for extra work and/or a time extension, for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to this Agreement and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (C) an amount the payment of which is disputed by the City.
7.3 Retention of Funds.
Contractor hereby authorizes City to deduct from any amount payable to Contractor (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Contractor’s acts or omissions in performing or failing to perform Contractor’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Contractor, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Contractor to insure, indemnify, and protect City as elsewhere provided herein.
7.4 Waiver.
Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting Party on any default shall impair such right or remedy or be construed as a waiver.
Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
7.6 Legal Action.
In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 21 contrary provision herein, Contractor shall file a claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.
7.7 Liquidated Damages.
Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of $1,000 (One Thousand Dollars) as liquidated damages for each working day of delay in the performance of any of the servicesrequired hereunder, as specified in the Schedule of Performance (Exhibit “D”). The City may withhold from any monies payable on account of services performed by the Contractor any accrued liquidated damages. Pursuant to Government Code Section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the Project when such delay was caused by the failure of the public agency or owner of the utility to provide for removal or relocation of utility facilities.
7.8 Termination Prior to Expiration of Term.
This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Contractor, except that where termination is due to the fault of the Contractor, the period of notice may be such shorter time as may be determined by the Contract Officer. Upon receipt of any notice of termination, Contractor shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Contractor has initiated termination, the Contractor shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Contractor has initiated termination, the Contractor shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursuant to this Section, the terminating Party need not provide the non-terminating Party with the opportunity to cure pursuant to Section 7.2.
7.9 Termination for Default of Contractor.
If termination is due to the failure of the Contractor to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Contractor shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Contractor for the purpose of set-off or partial payment of the amounts owed the City as previously stated.
7.10 Attorneys’ Fees.
If either Party to this Agreement is required to initiate or defend or made a Party to any action or proceeding in any way connected with this Agreement, the prevailing Party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 22 fees on any appeal, and in addition a Party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.
7.11 Unfair Business Practices Claims.
In entering into this Agreement, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City renders final payment to the Contractor without further acknowledgment by the Parties.
ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.
8.2 Conflict of Interest.
Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to this Agreement which effects his / her financial interest or the financial interest of any corporation, partnership or association in which he/her is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 23 that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.
8.4 Unauthorized Aliens.
Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.
ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Notices.
Any notice, demand, request, document, consent, approval, or communication either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380, and in the case of the Contractor, to the person at the address designated on the execution page of this Agreement. Either Party may change its address by notifying the other Party of the change of address in writing.
Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section. All correspondence relating to this Agreement shall be serialized consecutively.
9.2 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
9.3 Counterparts.
This Agreement 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 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 Agreement based on the form of signature.
9.4 Integration; Amendment.
This Agreement including the attachments hereto (and the documents incorporated herein) is the entire, complete and exclusive expression of the understanding of the Parties. It is understood that there are no oral agreements between the Parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the Parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 24 writing and approved by the Contractor and by the City Council. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void. Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein, and this Agreement shall be read and enforced as though it were included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon application of either Party, this Agreement shall forthwith be amended to make such insertion or correction/
9.5 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the Parties hereunder unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.
9.6 Warranty & Representation of Non-Collusion.
No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.
Contractor further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.
Contractor’s Authorized Initials ___________________
James Staab
President
9.7 Corporate Authority.
The persons executing this Agreement 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 Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 25 bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other agreement to which said Party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties. [SIGNATURES APPEAR ON THE FOLLOWING PAGE]
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 PW Agreement – Select Electric, Inc (HSIP Cycle 11 Traffic Signal Modifications, Plan No.1388) 11/12/2025 26 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.
CITY:
CITY OF GLENDORA, a municipal corporation
Adam Raymond
City Manager
APPROVED AS TO FORM: CERTIFY AVAILABILITY OF FUNDS:
ALESHIRE & WYNDER, LLP
Danny Aleshire
City Attorney
Kyle Johnson
Finance Director/City Treasurer
ATTEST:
Kathleen R. Sessman
City Clerk/Communications Director
CONTRACTOR:
SELECT ELECTRIC, INC., a California corporation
Name: James Staab
Title: President and Secretary
Email: [email protected]
Address:1700 E. Via Burton, Anaheim, Ca 92806
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 Oct 28, 2025 | 11:42 AM PDT
01240.0001/1037449.1 A-1
EXHIBIT “A”
SCOPE OF WORK
I. Contractor shall perform all of the work and comply with all of the specifications and requirements in the “General Provisions” and “Special Provisions” included in the Bid Documents for the Project entitled HSIP Cycle 11 Traffic Signal Modifications Project, Plan No.1388, including any documents or exhibits referenced therein.
II. Brief description of the work to be performed:
The Project entails traffic signal modifications at eight intersections in the City of Glendora. It includes installation of left turn phasing, upgrading traffic signal hardware, upgrading of curb ramps, highlighting crosswalk, striping and markings.
III. In addition to the requirements of Section 6.2, during performance of the work, Contractor will keep the City apprised of the status of performance by delivering the following status reports:
A. Existing conditions report and status of overall work schedule B. Progress reports of work completed over the past two (2) weeks C. Report of work to be completed for the next two (2) weeks D. Report on pending request for information (RFIs)
IV. All work is subject to review and acceptance by the City, and must be revised by the Contractor without additional charge to the City until found satisfactory and accepted by City.
V. Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic in accordance with the Work Area Traffic Control Handbook (WATCH), latest edition; and shall observe and perform all traffic control safe protocols while working in the public right of way and upon any City facilities.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 B-1
EXHIBIT “B”
SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold italics, deleted text is indicated in strikethrough.
I. Section 1.10 (Additional Work and Change Orders), paragraph (b) shall be modified as follows:
(b) Any increase in compensation of up to ten percent (10%) of the Contract Sum or $25,000, whichever is less; or any increase in the time to perform of up to one hundred eighty (180) days may be approved by the Contract Officer, provided that such increase does not materially affect the work in a manner or materially and detrimentally affect the interest of the City. Any greater increases, taken either separately or cumulatively, must be approved by the City Council.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 C-1
EXHIBIT “C”
SCHEDULE OF COMPENSATION
I. Contractor shall perform all work at the rates on the Bid Documents submitted as part of the Bid Documents, and listed below:
Item
Code Item Description UofM Quantity Unit Price Extension 1 Mobilization LS 1 $104,541.00 $104,541.00
2 Traffic Control Per City Requirements LS 1 $14,661.00 $14,661.00 3 Temporary Traffic Signal* LS 1 $151,296.00 $151,296.00 4 Clearing and Grubbing LS 1 $10,171.00 $10,171.00
5 Curb Ramp Replacement and
Construction EA 6 $16,553.00 $99,318.00
6 Median Nose Adjustment EA 2 $7,778.00 $15,556.00
7 Remove Striping LF 280 $26.00 $7,280.00
8 Remove Pavement Markings SF 5420 $5.00 $27,100.00
9 Remove Sign and/or Post EA 2 $30.00 $60.00
10 Install Sign and/or Post EA 35 $138.00 $4,830.00
11 Install Pavement Markings SF 15345 $5.00 $76,725.00
12 Furnish and Install Cabinet and
Controller Complete EA 5 $51,848.00 $259,240.00
13 Furnish & Install New Type III Service
Cabinet and Foundation Complete EA 1 $6,692.00 $6,692.00 14 Remove and Dispose Signal Pole,
Attached Equipment, Pull box and
Foundation EA 23 $2,604.00 $59,892.00
15 Remove and Dispose Signal Mast Arm
and Attached Equipment EA 6 $1,398.00 $8,388.00
16 Furnish & Install New Type 2 Post and
Foundation EA 6 $1,904.00 $11,424.00
17 Furnish & Install New Type 1-A Pole
and Foundation EA 8 $4,078.00 $32,624.00
18 Furnish & Install New Type 15TS Pole
and Foundation EA 1 $7,316.00 $7,316.00
19 Furnish & Install New Type 17 Pole
and Foundation EA 1 $16,387.00 $16,387.00
20 Furnish & Install New Type 26 Pole
and Foundation EA 8 $23,201.00 $185,608.00
21 Furnish & Install 20' Signal Mast Arm EA 1 $3,262.00 $3,262.00 22 Furnish & Install 35' Signal Mast Arm EA 4 $4,526.00 $18,104.00 23 Furnish & Install 40' Signal Mast Arm EA 5 $5,489.00 $27,445.00 24 Furnish & Install 45' Signal Mast Arm EA 5 $5,784.00 $28,920.00 25 Furnish & Install 12' Luminaire Mast
Arm & Luminaire EA 6 $2,563.00 $15,378.00
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 C-2
26 Furnish & Install 15' Luminaire Mast
Arm & Luminaire EA 4 $2,628.00 $10,512.00
27 Remove and Dispose Existing Traffic
Signal Vehicle Heads EA 18 $107.00 $1,926.00
28 Relocate Existing Traffic Signal
Vehicle Heads EA 1 $333.00 $333.00
29 Furnish & Install 3-12" Vehicle Head
w/ Mounting & Backplate EA 59 $1,126.00 $66,434.00
30 Furnish & Install 4-12" Vehicle Head
w/ Mounting & Backplate EA 5 $1,366.00 $6,830.00
31 Furnish & Install 5-12" Vehicle Head
w/ Mounting & Backplate EA 3 $1,711.00 $5,133.00
32 Furnish & Install Countdown
Pedestrian Head w/ Mounting EA 18 $871.00 $15,678.00
33 Remove Pedestrian Push Button EA 30 $107.00 $3,210.00 34 Relocate APS Pedestrian Push Button EA 9 $397.00 $3,573.00 35 Furnish & Install Audible APS
Pedestrian Push Button System EA 6 $12,403.00 $74,418.00 36 Furnish & Install LED Internally
Illuminated Street Name Sign EA 25 $3,102.00 $77,550.00 37 Furnish & Install Inductive Loop
Detection System LS 1 $5,342.00 $5,342.00
38 Furnish & Install Iteris Vantage Apex
Video Detection System or Approved
Equal EA 6 $52,174.00 $313,044.00
39 Furnish & Install Clary Battery Backup
System (BBS) EA 7 $12,946.00 $90,622.00
40 Furnish & Install #5 Pull Box EA 2 $2,500.00 $5,000.00 41 Furnish & Install #6 Pull Box EA 17 $2,239.00 $38,063.00 42 Furnish & Install 3" Conduit PVC LF 490 $112.00 $54,880.00 43 Furnish & Install 4" Conduit PVC LF 115 $126.00 $14,490.00 44 Wiring EA 7 $9,867.00 $69,069.00
45 Signal Head Yellow Reflective Tape EA 113 $344.00 $38,872.00 Grand Total Project Bid Cost $2,087,197.00
II. A retention of five percent (5%) shall be held from each payment as a contract retention to be paid as part of the final payment upon satisfactory completion of services.
III. Within the budgeted amounts for each item set forth in Part I above, and with the approval of the Contract Officer, funds may be shifted from one item’s subbudget to another so long as the Contract Sum is not exceeded per Section 2.1.
IV. The City will compensate Contractor for the services performed upon submission of a valid invoice. Each invoice is to include:
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 C-3
A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate.
B. Line items for all materials and equipment properly charged to the services.
C. Line items for all other approved reimbursable expenses claimed, with supporting documentation.
D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the services.
V. The total compensation for the services shall not exceed the Contract Sum, as provided in Section 2.1 of this Agreement.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 D-1
EXHIBIT “D”
SCHEDULE OF PERFORMANCE
I. Contractor shall perform all work timely in accordance the terms set forth in the Bid Documents and/or in any Notice to Proceed (“NTP”) issued by the City and otherwise as set forth in the following schedule:
Description Days to Perform Deadline Date
A.
NTP1-Materials Procurement
(refer to Article 13 of Instruction to
Bidders set forth in the Bid Documents)
180 Calendar Days As set forth in
any NTP
issued by the
City
B. NTP 2- Construction (refer to Article 13) 90 Calendar Days As set forth in any NTP
issued by the
City
II. Contractor shall deliver the following tangible work products to the City by the following dates.
A. City’s Contract Officer will identify the same concurrently with the issuance of Notice To Proceed.
III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 D-1
PERFORMANCE BOND
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to SELECT ELECTRIC, INC, as Contractor (“Principal”), a Contract for the work entitled and described as follows: HSIP CYCLE 11 TRAFFIC SIGNAL MODIFICATIONS, PLAN NO. 1388 WHEREAS, the Contractor is required under the terms of said Contract to furnish a bond for the faithful performance of the Contract;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of Two Million Eighty Seven Thousand One Hundred Ninety Seven Dollars ($2,087,197.00), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bound Contractor, or its heirs, executors, administrators, successors, or assigns, shall in all things stand and abide by, well and truly keep and perform all undertakings, terms, covenants, conditions, and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.
Executed on 20___.
PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1 D-2
Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of
process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:
No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
PAYMENT BOND
(Labor and Material Bond)
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to SELECT ELECTRIC, INC, as Contractor (“Principal”), a Contract for the work entitled and described as follows:
HSIP CYCLE 11 TRAFFIC SIGNAL MODIFICATIONS, PLAN NO. 1388; WHEREAS, said Contractor is required to furnish a bond in conjunction with said Contract, to secure the payment of claims of laborers, mechanics, material men, and other persons as provided by law;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of Two Million Eighty Seven Thousand One Hundred Ninety Seven Dollars ($2,087,197.00), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractor fails to pay: (1) for any work, materials, services, provisions, provender, or other supplies, or for the use of implements of machinery, used in, upon, for, or about the performance of the work to be done, or for any work or labor thereon of any kind; (2) for work performed by any of the persons named in Civil Code Section 9100; (3) for any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract; and/or (4) for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and/or its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void.
This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon the bond. Moreover, if the City or any entity or person entitled to file stop payment notices is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be liable for the reasonable attorney's fees incurred, with or without suit, in addition to the above sum.
Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
Executed on , 20____.
PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:
No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
WORKERS COMPENSATION INSURANCE CERTIFICATE
Description of Contract: City of Glendora
Project: HSIP CYCLE 11 TRAFFIC SIGNAL
MODIFICATIONS, PLAN NO. 1388
Type of Insurance: Workers' Compensation and
Employers' Liability Insurance
THIS IS TO CERTIFY that the following policy has been issued by the below-stated company in conformance with the requirements of Article 5 of the Contract and is in force at this time, and is in a form approved by the Insurance Commissioner.
The Company will give at least 30 days' written notice to the City and Engineer/Architect prior to any cancellation of said policy.
POLICY NUMBER EXPIRATION DATE LIMITS OF LIABILITY
Workers' Compensation:
Statutory Limits Under the Laws
of the State of California
Employers' Liability:
$_________________ Each Accident
$_________________ Disease - Policy Limit
$_________________ Disease - Each Employee
Named Insured (Contractor) Insurance Company
Street Number Street Number
City and State City and State
By
(Company Representative)
(SEE NOTICE ON NEXT PAGE)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
Insurance Company Agent for Service
of Process in California:
Name
Agency
Street Number
City and State
Telephone Number
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend, or alter the coverage afforded by the policy listed herein.
This is to certify that the policy has been issued to the named insured for the policy period indicated, notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions of such policy.
NOTICE:
No substitution or revision to the above certificate form will be accepted. If the insurance called for is provided by more than one insurance company, a separate certificate in the exact above form shall be provided for each insurance company.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
ADDITIONAL INSURED ENDORSEMENT
COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:
1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.
2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.
3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.
4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.
5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.
6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.
7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.
8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.
9. This endorsement and all notices given hereunder shall be sent to Public Agency at:
City Manager, City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380.
10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.
TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF
THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
General Liability Endorsement □
12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).
13. This is an □ occurrence or □ claims made policy (check one).
14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.
Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
ADDITIONAL INSURED ENDORSEMENT
AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:
1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.
2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.
3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.
4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.
5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.
6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.
7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.
8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.
9. This endorsement and all notices given hereunder shall be sent to Public Agency at:
City Manager
City of Glendora
116 E. Foothill Blvd.
Glendora, California 91741-3380
10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.
TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF
THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □
12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).
13. This is an □ occurrence or □ claims made policy (check one).
14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.
Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
ADDITIONAL INSURED ENDORSEMENT
EXCESS LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:
1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.
2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.
3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company's liability.
4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.
5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.
6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.
7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.
9. This endorsement and all notices given hereunder shall be sent to Public Agency at:
City Manager
City of Glendora
116 E. Foothill Blvd.
Glendora, California 91741-3380
10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.
TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF
THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
□ Following Form
□ Umbrella Liability
□
11. Applicable underlying coverages:
INSURANCE COMPANY POLICY NO. AMOUNT
12. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages:
13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).
14. This is an □ occurrence or □ claims made policy (check one).
15. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4 01240.0001/1037449.1
(signatures on following page)
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.
Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Docusign Envelope ID: 366C760A-58B0-4A2B-9046-CFEF907E85A4
AWARD CONSTRUCTION CONTRACT FOR
HSIP CYCLE 11 –TRAFFIC SIGNAL MODIFICATIONS
PLAN NOS. 1388
PUBLIC WORKS
GLENDORA CITY COUNCIL
NOVEMBER 12, 2025
ABEL PAGUIO, CIVIL ENGINEERING ASSISTANT II
❖INSTALLATION OF PROTECTED LEFT TURN PHASING ON 6 SIGNAL
INTERSECTIONS,
❖CONVERT TRAFFIC SIGNALS FROM PEDESTAL MOUNTED TO MAST
ARMS ON 2 SIGNAL INTERSECTIONS
❖INSTALLATION OF HIGH VISIBILITY CROSSWALKS.
❖UPGRADING OF LIGHTING, CURB RAMPS, PEDESTRIAN PUSH BUTTON, WIRING, CONTROLLER AND CABINET.
PROJECT SCOPE
PROJECT LOCATIONS
PROJECT AWARD
• Bid Opening was held on September 18th, 2025.
• Six (6) bids were received.
• One bid was deemed non-responsive
• Engineer’s Estimate is $2,190,075.
• Bids ranged from $2,087,197 to $2,580,236.
• Award to Select Electric, Inc of Anaheim Ca.
BID SUMMARY
Bid Summary
Contractor’s Name Bid Amount
1 Select Electric, Inc. $2,087,197.00
2 Ferreira Construction $2,288,971.00
3 Elecnor Belco Electric, Inc $2,333,176.00
4 Crosstown Electrical & Data, Inc. $2,234,620.00
5 DBX, Inc. $2,580,236.00
6 Calpromax Engineering Non-responsive
PROJECT TIMELINE
Task Tentative Date
Award of Contract November 12, 2025
Notice to Proceed December 08, 2025
Construction Duration 270 Calendar Days
Construction Start* January 05, 2026
Construction Completion* September 30, 2026
* DEPENDING ON THE WEATHER
PROJECT PROBABLE COST
Description (Funded through HSIP and RMRA) Budget Expenditures Project Number 5524104 Budget (FY 2024 & FY 2025 Adopted Budgets) $2,750,000 Publication $561
Design Cost for Professional Services (with 10% contingency) $267,283 Environmental $75
Construction $2,087,197
Contingency 10% $208,720
Construction Inspection (to be awarded) $140,000
Geotechnical Testing $45,000
Total $2,748,836
RECOMMENDATION:
THAT THE CITY COUNCIL:
1. Adopt a Categorical Exemption from the California Environmental Quality Act pursuant to Title 14, Section 15301(c) of the California Code of Regulations;
2. Approve the Plans and Specifications for the HSIP Funded Cycle 11-Traffic Signal Modifications, Plan No. 1388;
3. Award an Agreement to Select Electric, Inc., for the HSIP Funded Cycle -11 Traffic Signal Modifications, Plan No. 1388 Project in the amount of $2,087,197;
4. Authorize 10% contingency in the amount of $208,720; and
5. Authorize the City Manager or his designee to execute the Agreement with Select Electric, Inc., including minimal and/or non-substantive changes.
STAFF REPORT
TO: Mayor and Council Members DATE: November 12, 2025
FROM: Public Works DISTRICT(S): Citywide
SUBJECT: Award the Professional Services Agreement with Craftwater Engineering, Inc. for the Stormwater Master Plan Project FY 2025/26 for an amount not to exceed $341,895
RECOMMENDATION
That the City Council:
1. Award a professional services agreement to Craftwater Engineering, Inc. for the Stormwater Master Plan Project FY 2025/26 (Plan No. 1376) in the amount of $341,895, with a 10% contingency of $34,190, for a total not-to-exceed amount of $376,085;
2. Authorize the Public Works Director or designee to execute any necessary change orders up to 10 percent of the original contract amount;
3. Authorize the City Manager or designee to execute the Agreement, including any minor or non-substantive changes; and
4. Approve a supplemental appropriation from the Measure W Fund (250) in the amount of $126,085 to fully fund the project.
STRATEGIC FOCUS AREAS
Goal 5: Improve and Maintain the City’s Infrastructure and Facilities (IMCIF)
EXECUTIVE SUMMARY
Under the Los Angeles Regional Water Quality Control Board’s MS4 Permit, the City is required to implement programs that reduce pollutants in stormwater and urban runoff. To support these mandates, Los Angeles County voters approved Measure W, and the Safe, Clean Water Program (SCWP), in 2018. The SCWP provides annual local return funding to cities for stormwater capture, water-quality improvement, and drainage-system planning.
Each year, Glendora submits a Municipal Annual Plan to the County identifying projects and programs to be funded with Measure W revenues. The development of a Stormwater Master Plan (SMP) was included as an activity in the FY 2024/25 Municipal Annual Plan to create a comprehensive planning tool that documents existing infrastructure, identifies system deficiencies, and develops a prioritized roadmap for capital improvements and regulatory compliance.
Stormwater infrastructure is the City’s first line of defense in protecting public health, preventing localized flooding, and improving water quality before runoff enters the Los Angeles County flood-control system and the Upper San Gabriel River watershed. Glendora’s network of underground storm drains, catch basins, and channels works in coordination with County-maintained facilities to safely convey runoff from neighborhoods to downstream waterways.
Following the issuance of a Request for Proposal (RFP) in June, the bid opening for the SMP was held on July 17, 2025. Revised proposals ranged from $341,895 to $407,437. Following a thorough evaluation, Craftwater Engineering, Inc. was identified as the most qualified and lowest-cost proposer. The resulting plan will guide the City’s long-term stormwater strategy, inform capital investment, and strengthen eligibility for regional Measure W funding.
LEGISLATIVE HISTORY / PREVIOUS ACTIONS
The Stormwater Master Plan (Project No. 1376) was approved in the FY 2024-25 Amended Budget with an initial Fund 250 (Measure W) allocation of $250,000; a supplemental appropriation of $126,085 from Fund 250 is now required to fully fund the total project cost.
The project is also identified in the City’s FY 2024/25 Safe, Clean Water Municipal Annual Plan submitted to Los Angeles County, which outlines how Glendora will invest Measure W funds to advance local stormwater goals and MS4 Permit compliance.
DISCUSSION
The Stormwater Master Plan (SMP) will serve as Glendora’s first comprehensive planning guide for stormwater management, regulatory compliance, and long-term infrastructure needs. The SMP will support the City’s compliance with the Los Angeles Regional Water Quality Control Board’s MS4 Permit and will align with the Los Angeles County Safe, Clean Water Program (Measure W). Through this process, the plan will help identify multibenefit projects that can utilize the City’s annual municipal allocation and regional funding.
Key objectives of the SMP are as follows:
Document and map all existing storm drain facilities citywide; Assess condition and capacities through field inspections and CCTV evaluations; Perform hydrologic and hydraulic (H&H) modeling to identify capacity constraints and flood-prone areas; Recommend Capital Improvement Projects (CIPs) that address drainage deficiencies and improve waterquality performance; Evaluate funding opportunities to support projects that address drainage constraints, expand stormwater runoff capture, improve water quality, and help the City meet regulatory requirements; and Establish standard operating procedures and “How-To” guides to support staff in ongoing maintenance, monitoring, and future updates.
By consolidating and organizing storm drain data from City records, County systems, and Federal facilities constructed over the past century, the SMP will provide a single planning reference to guide future stormwater management and development.
Deliverables will include:
A GIS-based storm drain inventory linked to construction records, inspection results, and photographs; An interactive web map of potential stormwater-quality project opportunities; H&H models of priority areas prone to flooding; and
A prioritized CIP list aligned with Measure W and MS4 Permit objectives.
Together, the SMP and deliverables will enable the City to better plan for infrastructure upgrades, pursue external grant opportunities, and meet regulatory obligations efficiently and transparently.
A Request for Proposals (RFP) for preparation of the Stormwater Master Plan was advertised in the San Gabriel Valley Examiner on June 12 and June 19, 2025. Three firms submitted responsive proposals by the July 17, 2025 bid opening date, initially ranging in cost from $299,934 to $696,925. Following interviews and a review of the original proposals, City staff requested revised submittals from all three firms to ensure alignment with the City’s needs and to allow for a more comparable evaluation. The revised proposals ranged in cost from $341,895 to $407,437.
Engineering Firm Bid Amount
Craftwater Engineering,
Inc. $341,895.00
Rick Engineering $356,500.00
CWE $407,437.00
Craftwater Engineering, Inc. was identified as the lowest responsible bidder at $341,895, meeting all minimum qualifications. In addition to their competitive cost, Craftwater demonstrated strong experience with similar projects, qualified staff, and extensive experience with seeking regional funding opportunities. Based on these qualifications, staff recommends awarding the agreement to Craftwater Engineering, Inc., authorizing the contingency, and approving the supplemental appropriation to fully fund the project.
Development of the SMP is anticipated to take approximately 12–18 months to complete following the contract execution.
FISCAL IMPACT
The total fiscal impact of the project is expected to be $376,085, including a 10% contingency in the amount of $34,190.
The FY 2024-25 Amended Budget included $250,000 for the Stormwater Master Plan funded under Measure W Fund (250). A supplemental appropriation of $126,085 from Stormwater Fund 250 will be necessary to fully fund this project.
Description Budget Expenditures
Stormwater Master Plan, Project
5723101 $250,000.00
Stormwater Master Plan
agreement with Craftwater
Engineering, Inc.
$341,895.00
Stormwater Master Plan Project
contingency (10%) $34,190.00
Total Estimated Project
Expenditures $376,085.00
Measure W (Fund 250)
Supplemental Appropriation
$126,085.00
ENVIRONMENTAL DETERMINATION
This activity is not a “project” as defined by Section 21065 of the Public Resources Code or Sections 15060(c)(2), 15060(c)(3), and 15378 of the CEQA Guidelines.
Prepared By: Stephanie Ryan, Management Analyst
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_Craftwater_Agreement_Stormwater_Master_Plan_Partially_Executed.pdf B_Craftwater_Revised_Proposal_-_Glendora_Stormwater_Master_Plan_9525.pdf C_Presentation_FY_2025-26_Stormwater_Master_Plan_111225.pdf
AGREEMENT FOR CONTRACT SERVICES
By and Between
CITY OF GLENDORA
and
CRAFTWATER ENGINEERING, INC
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-1
AGREEMENT FOR CONTRACT SERVICES
BETWEEN THE CITY OF GLENDORA AND
CRAFTWATER ENGINEERING, INC.
THIS AGREEMENT FOR CONTRACT SERVICES (herein “Agreement”) is made and entered into this _____ day of ____________, 2025 by and between the City of Glendora, a California municipal corporation (“City”) and Craftwater Engineering, Inc., a California corporation (“Consultant”). City and Consultant may be referred to, individually or collectively, as “Party” or “Parties.”
RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the performance of the services defined and described particularly in Article 1 of this Agreement.
B. Consultant, following submission of a proposal or bid for the performance of the services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those services.
C. Pursuant to the City of Glendora’s Municipal Code, City has authority to enter into and execute this Agreement.
D. The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly in Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:
ARTICLE 1. SERVICES OF CONSULTANT
1.1 Scope of Services.
In compliance with all terms and conditions of this Agreement, the Consultant shall provide those services specified in the “Scope of Services” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder.
As a material inducement to the City entering into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Consultant shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein. Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended. For purposes of this Agreement, the phrase “highest Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-2 professional standards” shall mean those standards of practice recognized by one or more firstclass firms performing similar work under similar circumstances.
1.2 Consultant’s Proposal.
The Scope of Services shall include the Consultant’s scope of work or bid which shall be incorporated herein by this reference as though fully set forth herein. In the event of any inconsistency between the terms of such proposal and this Agreement, the terms of this Agreement shall govern.
1.3 Compliance with Law.
Consultant shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered.
1.4 California Labor Law.
If the Scope of Services includes any “public work” or “maintenance work,” as those terms are defined in California Labor Code section 1720 et seq. and California Code of Regulations, Title 8, Section 16000 et seq., and if the total compensation is $1,000 or more, Consultant shall pay prevailing wages for such work and comply with the requirements in California Labor Code section 1770 et seq. and 1810 et seq., and all other applicable laws, including the following requirements:
(a) Public Work. The Parties acknowledge that some or all of the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Consultant shall post job site notices, as prescribed by regulation.
(b) Prevailing Wages. Consultant shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Consultant acknowledges receipt of a copy of the Department of Industrial Relations (DIR) determination of the prevailing rate of per diem wages, and Consultant shall post a copy of the same at each job site where work is performed under this Agreement.
(c) Penalty for Failure to Pay Prevailing Wages. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Consultant shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-3 the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Consultant or by any subcontractor.
(d) Payroll Records. Consultant shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Consultant and each subconsultant to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (e) Apprentices. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Consultant shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Consultant shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Consultant and each of its subconsultants shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(f) Eight-Hour Work Day. Consultant acknowledges that eight (8) hours labor constitutes a legal day's work. Consultant shall comply with and be bound by Labor Code Section 1810.
(g) Penalties for Excess Hours. Consultant shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Consultant shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Consultant or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Consultant in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and one-half (1½) times the basic rate of pay.
(h) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Consultant certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-4 Consultant’s Authorized Initials ___________________
Chad Helmle, Chief Executive Officer
(i) Consultant’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Consultant shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Consultant shall diligently take corrective action to halt or rectify any such failure by any subcontractor.
1.5 Licenses, Permits, Fees and Assessments.
Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the services required by this Agreement. Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.
1.6 Familiarity with Work.
By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder. Should the Consultant discover any latent or unknown conditions, which will materially affect the performance of the services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant’s risk until written instructions are received from the Contract Officer.
1.7 Care of Work.
The Consultant shall adopt reasonable methods during the life of this Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as may be caused by City’s own negligence.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-5
1.8 Further Responsibilities of Parties.
Both Parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both Parties agree to act in good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necessary to carry out the purposes of this Agreement. Unless hereafter specified, neither Party shall be responsible for the service of the other.
1.9 Additional Services.
City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said work. No such extra work may be undertaken unless a written order is first given by the Contract Officer (as defined below) to the Consultant, incorporating therein any adjustment in (i) the Contract Sum (or a portion of the compensation due to Consultant) for the actual costs of the extra work, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Consultant. Any increase in compensation of up to ten percent (10%) of the Contract Sum or $50,000, whichever is less; or, in the time to perform of up to one hundred eighty (180) days, may be approved by the Contract Officer. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. It is expressly understood by Consultant that the provisions of this Section shall not apply to services specifically set forth in the Scope of Services. Consultant hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Services may be more costly or time consuming than Consultant anticipates and that Consultant shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other Consultants. No claims for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.
1.10 Special Requirements.
Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed Three Hundred Forty One Thousand Eight Hundred Ninety Five Dollars ($341,895) (the “Contract Sum”), unless additional compensation is approved pursuant to Section
1.9. Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-6
2.2 Method of Compensation.
The method of compensation may include: (i) a lump sum payment upon completion; (ii) payment in accordance with specified tasks or the percentage of completion of the services, less contract retention; (iii) payment for time and materials based upon the Consultant’s rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, (b) contract retention is maintained, and (c) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.
2.3 Reimbursable Expenses.
Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City.
Coordination of the performance of the work with City is a critical component of the services. If Consultant is required to attend additional meetings to facilitate such coordination, Consultant shall not be entitled to any additional compensation for attending said meetings.
2.4 Invoices.
Each month Consultant shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance.
By submitting an invoice for payment under this Agreement, Consultant shall be deemed to have certify compliance with all provisions of this Agreement. The invoice shall contain all information specified in Exhibit “C”, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and subcontractor contracts. Sub-contractor charges shall also be detailed by such categories. Consultant shall not invoice City for any duplicate services performed by more than one person.
City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, or as provided in Section 7.3, City will use its best efforts to cause Consultant to be paid within forty-five (45) days of receipt of Consultant’s correct and undisputed invoice; however, Consultant acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Consultant for correction and resubmission. Review and payment by City for any invoice provided by the Consultant shall not constitute a waiver of any rights or remedies provided herein or any applicable law.
2.5 Waiver.
Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-7 ARTICLE 3. PERFORMANCE SCHEDULE
3.1 Time of Essence.
Time is of the essence in the performance of this Agreement.
3.2 Schedule of Performance.
Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Consultant, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer but not exceeding one hundred eighty (180) days cumulatively.
3.3 Force Majeure.
The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant’s sole remedy being extension of this Agreement pursuant to this Section.
3.4 Term.
Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding two (2) years from the date hereof (“Term”), except as otherwise provided in the Schedule of Performance (as shown on Exhibit “D” attached hereto).
ARTICLE 4. COORDINATION OF WORK
4.1 Representatives and Personnel of Consultant.
The following principals of Consultant (“Principals”) are hereby designated as being the principals and representatives of Consultant authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:
Chad Helmle, Chief Executive Officer
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-8 Brad Wardynski, Secretary
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing principals were a substantial inducement for City to enter into this Agreement.
Therefore, the foregoing principals shall be responsible during the Term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. All personnel of Consultant, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the foregoing Principals may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City. Additionally, Consultant shall utilize only competent personnel to perform services pursuant to this Agreement. Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Consultant shall notify City of any changes in Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.
4.2 Status of Consultant.
Consultant shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Consultant shall not at any time or in any manner represent that Consultant or any of Consultant’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Consultant, nor any of Consultant’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Consultant expressly waives any claim Consultant may have to any such rights.
4.3 Contract Officer.
The Contract Officer shall be the City’s Principal Civil Engineer, or such person as may be designated by the City Manager. It shall be the Consultant’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Consultant shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.
4.4 Independent Consultant.
Neither the City nor any of its employees shall have any control over the manner, mode or means by which Consultant, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Consultant’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Consultant shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Consultant shall not at any Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-9 time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise with Consultant.
4.5 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Consultant shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Consultant, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Consultant or any surety of Consultant of any liability hereunder without the express consent of City.
ARTICLE 5. INSURANCE AND INDEMNIFICATION
5.1 Insurance Coverages.
Without limiting Consultant’s indemnification of City, and prior to commencement of any services under this Agreement, Consultant shall obtain, provide and maintain at its sole cost and expense during the Term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.
(a) General Liability Insurance. Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. (b) Automobile Liability Insurance. Consultant shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional Liability (errors & omissions) Insurance. Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-10 (d) Workers’ Compensation Insurance. Consultant shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(e) Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.
5.2 General Insurance Requirements.
(a) Proof of Insurance. Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the Term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(b) Duration of Coverage. Consultant shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Consultant, its agents, representatives, employees or subconsultants. (c) Primary/Noncontributing. Coverage provided by Consultant shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
(d) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement. (e) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-11 (f) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants.
(g) Enforcement of Contract Provisions (non-estoppel). Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
(h) Requirements not Limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Consultant maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of Cancellation. Consultant agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional Insured Status. General liability and automobile policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved by the City in writing.
(l) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass Through Clause. Consultant agrees to ensure that its subconsultants, subcontractors, and any other party involved with the services who is brought onto or involved in the services by Consultant, provide the same minimum insurance coverage and endorsements required of Consultant. Consultant agrees to monitor and review all such coverage and assumes Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-12 all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the services will be submitted to City for review. (n) City’s Right to Revise Specifications. The City reserves the right at any time during the Term of this Agreement to change the amounts and types of insurance required by giving the Consultant ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Consultant, the City and Consultant may renegotiate Consultant’s compensation.
(o) Deductibles / Self-insured Retentions. Any deductibles and self-insured retentions must be declared to and approved by City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions with respect to the City, it officers, officials, employees, agents and volunteers, or the Consultant shall provide a financial guarantee satisfactory to the city guaranteeing payment of losses and related investigations, claims administration and defense expense.
(p) Timely Notice of Claims. Consultant shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Consultant’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional Insurance. Consultant shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.
5.3 Indemnification.
To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or indemnitors’ reckless or willful misconduct, or arising from Consultant’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith:
(a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith;
(b) Consultant will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Consultant Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-13 hereunder; and Consultant agrees to save and hold the City, its officers, agents, and employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder, Consultant agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.
(d) Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder. The provisions of this Section do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Consultant and shall survive termination of this Agreement.
ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Consultant shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of three (3) years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Consultant’s business, custody of the books and records may be given to City, and access shall be provided by Consultant’s successor in interest. Notwithstanding the above, the Consultant shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.
6.2 Reports.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-14 Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require. Consultant hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services, the estimated increased or decreased cost estimate for the project being designed.
6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Consultant, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Consultant will be at the City’s sole risk and without liability to Consultant, and Consultant’s guarantee and warranties shall not extend to such use, reuse or assignment. Consultant may retain copies of such documents for its own use. Consultant shall have the right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom. Moreover, Consultant with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.
6.4 Confidentiality and Release of Information.
(a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Consultant. Consultant shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer.
(b) Consultant, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Consultant gives City notice of such court order or subpoena.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-15 (c) If Consultant, or any officer, employee, agent or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Consultant for any damages, costs and fees, including attorney’s fees, caused by or incurred as a result of Consultant’s conduct. (d) Consultant shall promptly notify City should Consultant, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Consultant or be present at any deposition, hearing or similar proceeding. Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.
7.2 Disputes; Default.
In the event that Consultant is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default. Instead, the City may give notice to Consultant of the default and the reasons for the default. The notice shall include the timeframe in which Consultant may cure the default.
This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant, as determined by the Contract Officer. The cure period may run concurrently with the termination period as provided in Section 7.7, if the option to cure in the alternative to termination. During the period of time that Consultant is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Consultant does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Consultant’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.
7.3 Retention of Funds.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-16 Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure, indemnify, and protect City as elsewhere provided herein.
7.4 Waiver.
Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting Party on any default shall impair such right or remedy or be construed as a waiver.
Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
7.6 Legal Action.
In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.
7.7 Termination Prior to Expiration of Term.
This Section shall govern any termination of this Agreement except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Agreement at any time, with or without cause, upon thirty (30) days’ written notice to Consultant, except that where termination is due to the fault of the Consultant, the period of notice may be such shorter time as may be determined by the Contract Officer. In addition, the Consultant Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-17 reserves the right to terminate this Agreement at any time, with or without cause, upon sixty (60) days’ written notice to City, except that where termination is due to the fault of the City, the period of notice may be such shorter time as the Consultant may determine. Upon receipt of any notice of termination, Consultant shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Consultant has initiated termination, the Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Consultant has initiated termination, the Consultant shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursuant to this Section, the terminating party need not provide the non-terminating party with the opportunity to cure pursuant to Section 7.2.
7.8 Termination for Default of Consultant.
If termination is due to the failure of the Consultant to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated.
7.9 Attorneys’ Fees.
If either Party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorneys’ fees on any appeal, and in addition a Party entitled to attorneys’ fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.
ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Consultant, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
8.2 Conflict of Interest.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-18 Consultant covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant’s performance of services under this Agreement. Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to this Agreement which affects her/his financial interest or the financial interest of any corporation, partnership or association in which (s)he is, directly or indirectly, interested, in violation of any State statute or regulation. The Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class in the performance of this Agreement. Consultant shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class.
8.4 Unauthorized Aliens.
Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Consultant so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City.
ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Notices.
Any notice, demand, request, document, consent, approval, or communication either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380, and in the case of the Consultant, to the person(s) at the address designated on the execution page of this Agreement. Either Party may change its address by notifying the other Party of the change of address in writing. Notice shall be Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-19 deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section.
9.2 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
9.3 Counterparts.
This Agreement 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 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 Agreement based on the form of signature.
9.4 Integration; Amendment.
This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the Parties. It is understood that there are no oral agreements between the Parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the Parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Consultant and by the City Council. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.
9.5 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the Parties hereunder unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.
9.6 Warranty & Representation of Non-Collusion.
No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-20 “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Consultant warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.
Consultant further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Consultant is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.
Consultant’s Authorized Initials ___________________
Chad Helmle, Chief Executive Officer
9.7 Authority.
The persons executing this Agreement 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 Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties. [SIGNATURES APPEAR ON THE FOLLOWING PAGE]
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-21 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.
CITY:
CITY OF GLENDORA, a municipal corporation
Adam Raymond
City Manager
APPROVED AS TO FORM: CERTIFY AVAILABILITY OF FUNDS:
ALESHIRE & WYNDER, LLP
Danny Aleshire
City Attorney
Kyle Johnson
Finance Director/City Treasurer
ATTEST:
Kathleen R. Sessman
City Clerk/Communications Director
CONSULTANT:
CRAFTWATER ENGINEERING, INC., a California
corporation
Name: Chad Helmle
Title: Chief Executive Officer, Chief Financial Officer Email Address: [email protected]
Name: Brad Wardynski
Title: Secretary
Email Address: [email protected]
Address:
11026 Caminito Vista Pacifica, San Diego, CA 92131
Two corporate officer signatures required when Consultant is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Oct 28, 2025 | 11:49 AM PDT
Oct 29, 2025 | 5:25 PM PDT
Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-22 EXHIBIT “A”
SCOPE OF SERVICES
I. Consultant (also referenced as “Craftwater”) herein will perform the following services:
A. Task 1: Data Gathering
i. To accomplish this scope, Craftwater will conduct two 2-hour interviews with City staff to gain an understanding of the storm drain system condition, operation, maintenance, and as-built plan organization. This will include collecting anecdotal or documented information from City staff about problematic areas where flooding may occur within the City. After the interviews, the Craftwater team will coordinate with the City to collect and assemble available record (as-built) construction plans, and create a catalog including the following information for each plan: Drawing Number, Title / Subtitle, Location / Streets, and Date. This catalog will facilitate the following tasks by providing an organized and comprehensive reference of all source documents, from which QC can proceed. Craftwater’s team will also independently inventory and collect existing stormwater and related GIS information, including County stormwater infrastructure, parcel, address, street, aerial photo, and elevation data. A number of these layers are available from various County sources. This will form an accurate and reliable basis of all GIS-related tasks to follow.
ii. Assumptions: City staff will provide as-built files for City-maintained infrastructure
B. Task 2: Condition Assessment
i. The Craftwater team will use the data collected during Task 1 to seek and digitize currently unmapped City stormwater assets. This will start with review of the approximately 30 “orphaned” structures in the current County datasets, and will be supplemented with information gathered during City interviews conducted under Task 1 and also desktop analysis to identify areas where unmapped drainage infrastructure may be present. Field condition assessment of underground gravity mains will then be conducted via CCTV. The inspections will gather key information missing from the initial data inventory and evaluate structural and maintenance condition of each storm drain trunk line. City-maintained open channels will also be investigated by walking each channel and using the ESRI Field App to note structural and maintenance condition. Condition assessment levels will follow a Green-Amber-Red nomenclature with nine levels to address asset conditions. The rating system and nomenclature shall align with the industry-standard rating system used by the National Association of Sewer Service Companies (NASSCO) Pipe assessment.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-23 ii. Assumptions:
• CCTV and camera inspection of known Gravity Main: up to 5.7 miles or 17 field days
• Basic traffic control will be provided by the Craftwater Team for CCTV work, but this scope exempts preparation of detailed traffic control plans and implementation of lane closures to conduct CCTV work. If necessary, the Craftwater team will work collaboratively with City staff to identify cost-efficient options for traffic control plan preparation and/implementation for locations where it may be necessary.
• Field inspection of 2.1 miles of known open channels
• Access/permission to inspect open channels will be coordinated by the City
• Because there is currently uncertainty regarding the extent and condition of City maintained storm drains and nodes, we are assuming inspection and assessment of the maximum quantities of infrastructure described above; however, we acknowledge that some assets may not warrant field inspection and condition assessment.
The Contract Sum shall be reduced proportional to the actual number of assets needing inspection, as determined from the initial inventory and discussions with the City.
C. Task 3: System Inventory
i. Consultant shall provide a comprehensive Geographic Information Systems (GIS) database that allows City staff to visualize and summarize key facets of its stormwater infrastructure. It shall serve as a critical system of record which, when made available through the City’s new GIS systemin order to allow City staff to search for and display data and associated documents at key locations. Finally, a GIS provides ad-hoc reporting and print capabilities to support future decisions. To develop a comprehensive GIS database, the following steps will be performed:
• Upgrade the County’s stormwater GIS database to add, edit, or delete relevant fields, domains, and other database design elements that all appropriate data can be recorded and maintained going forward
• Update all conveyances to be are positionally accurate and correctly snapped from available plans.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-24 • Correct and fill in missing attribute information to the extent possible using available plans and field data
• Attach PDF files of each available record drawing to the matching stormwater mains
• Attach available photos, videos, and field inspection results to the corresponding stormwater nodes/conveyances
• Create flow arrows at ground level using available elevation data.
This will help staff visualize stormwater flow on each street segment prior to reaching an available inlet/ catch basin
• Create comprehensive metadata for all stormwater layers ii. This task will also include screening the City for additional stormwater quality project opportunities (beyond those already gathered and shared above). A menu of project types will be developed in collaboration with the City, then existing GIS tools will be used to identify opportunities that coincide with runoff and pollutant capture potential. The initial list of opportunities will be shared with the City via an interactive webmap for review prior to analysis and prioritization in Task 4.
D. Task 4: Stormwater Master Plan and CIP
i. This Task will begin with conducting H&H modeling for areas of known flooding within the City. Modeling will be conducted with EPA SWMM or an equivalent H&H model approved by the City to diagnose storm drain capacity deficiencies and recommend improvements.
ii. Modeling will also be conducted to estimate the water quality performance of identified stormwater capture project opportunities. Watershed modeling will be performed using available LSPC models that were calibrated for recent WMPs or scientific studies.
iii. After conclusion of modeling, the results will be combined with field condition assessments to prioritize a CIP that includes maintenance, repair, replacement, and new construction recommendations and cost estimates.
The priorities for storm drains will be determined using a risk-based framework based on consequence of failure and probability of failure and will be phased according to the horizons specified in the scope above.
Priorities for water quality projects will be aligned with MS4/WMP compliance goals and SCWP scoring criteria to maximize funding eligibility.
iv. The results and recommendations will be documented in a comprehensive Stormwater Master Plan document, and appended to the GIS database. All Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-25 GIS layers will be posted to the City’s GIS platform to allow staff to review and comment on all data. Finally, to support adaptability of the plan going forward, the Consultant will develop documentation, including How-To guides, on using and editing the stormwater GIS layers and a standard operating procedure for the City’s catch basin cleaning crew to collect condition data on catch basin structures during routine operations. v. Assumptions:
• H&H modeling will be conducted for up to two areas of the City with known flooding issues with a maximum combined drainage area of 200 acres
• The City will provide assistance posting stormwater GIS layers to the City’s GIS for staff review
• City staff will review the final stormwater GIS layers • City staff will provide final review and sign-off of all GIS deliverables, including data, metadata, and documentation E. Task 5: Project Management
i. Throughout the course of the services, Craftwater’s Project Manager will work closely with the City to track and adapt the project schedule using Microsoft Project. Consultant’s enterprise-grade project management software will enable careful budget management, which will be reported on monthly. Consultant’s team will include a direct lead for quality assurance/control with almost three decades of experience (Oliver Galang) to integrate QAQC at each critical step of the services provided for herein, which shall include multiple reviewers. All deliverables will be provided on time, in a clear and digestible manner, with assurance in the findings.
II. As part of the services, Consultant will prepare and deliver the following tangible work products to the City:
A. A Data Inventory Summary
B. A Condition Assessment Summary Memo
C. A Draft GIS-Based Storm Drain Database, including Existing Storm Drain Infrastructure Inventory (to be finalized in Task 4)
D. A Stormwater Quality Project Opportunity Webmap
E. A Final GIS-Based Storm Drain Database
F. A CIP Priority List
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED Agreement – Craftwater Engineering (Stormwater Master Plan) 11.12.2025 A-26 G. An Outline of Final Report
H. A Stormwater Master Plan and Infrastructure Report (at 50% completion including draft CIP Priority List and at 90% including Preliminary Cost Estimates) I. Monthly meeting agendas and meeting summaries (10), and monthly progress reports (12)
III. In addition to the requirements of Section 6.2, during performance of the services, Consultant will keep the City appraised of the status of performance by delivering the following status reports:
A. Email and telephonic status updates as required by the Contract Officer.
B. Monthly meeting agendas and meeting summaries (10), and monthly progress reports (12).
IV. All work product is subject to review and acceptance by the City, and must be revised by the Consultant without additional charge to the City until found satisfactory and accepted by City.
V. Consultant will utilize the following personnel to accomplish the services:
A. Oliver Galang
B. Brad Wardynski
C. Chad Helmle
D. Courtney Semlow
E. Tim Fairbank
F. Scott Eckersall
G. Bryce Swanson
H. Thom Epps
I. Brianna Datti
J. Other personnel of Consultant as approved by the Contract Officer.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-1
EXHIBIT “B”
SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold italics, deleted text is indicated in strikethrough.
Section 1.1, Scope of Services, shall be modified as follows:
In compliance with all terms and conditions of this Agreement, the Consultant shall provide those services specified in the “Scope of Services” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement. The Consultant’s services shall at all times be performed in a manner consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar services in the same locality, at the same site and under the same or similar circumstances and conditions. The Consultant makes no other representations or warranties, whether expressed or implied, with respect to the services rendered hereunder. in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Consultant shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein. Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended. For purposes of this Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more first class firms performing similar work under similar circumstances.
Section 1.4, California Labor Law, Workers’ Compensation shall be modified as follows:
(i) Consultant’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Consultant shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure monitor subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Consultant shall diligently take corrective action to halt or rectify any such failure by any subcontractor.
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Section 1.6, Familiarity with Work, shall be modified as follows:
By executing this Agreement, Consultant warrants represents that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder. Should the Consultant discover any latent or unknown conditions, which will materially affect the performance of the services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant’s risk until written instructions are received from the Contract Officer.
Section 1.7, Care with Work, shall be modified as follows:
The Consultant shall adopt reasonable methods during the life of this Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages., and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as may be caused by City’s own negligence.
Section 3.1 Time of Essence, paragraph 1 shall be modified as follows:
Time is of the essence in the performance of this Agreement. Consultant agrees to provide its services in a timely manner, as expeditiously as is consistent with the professional standard of care, so as to cause no delay to the orderly progress of the Project, but the time for Consultant's performance shall be extended for delays outside of Consultant's reasonable control.
Section 3.3 Force Majeure, paragraph 1 shall be modified as follows:
The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, pandemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant’s sole remedy being extension of this Agreement pursuant to this Section.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-3
Section 5.1 Insurance Coverages, shall be modified as follows:
Without limiting Consultant’s indemnification of City, The procuring of the required insurance coverage herein shall not be construed to limit Consultant’s obligations to the City under this Agreement, and prior to commencement of any services under this Agreement, Consultant shall obtain, provide and maintain at its sole cost and expense during the Term of this Agreement, policies of insurance of the type and amounts described below and in a form on standard forms to be satisfactory to City.
(a) General Liability Insurance. Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability pursuant to ISO form CG 00 01 or carrier equivalent. liability. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile Liability Insurance. Consultant shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned (if any), hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional Liability (errors & omissions) Insurance. Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement claims arising from the negligent acts, errors, or omissions of the Consultant , in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ Compensation Insurance. Consultant shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000 each accident/employee/policy limit).
(f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”. None.
Section 5.2 General Insurance Requirements, shall be modified as follows:
(a) Proof of Insurance. Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. The Consultant’s insurance certificates and endorsements shall be approved by City’s Risk Manager prior to the execution of this Agreement. Current certificates of insurance shall be kept on file with City at all times during the Term of this Agreement.
Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-4
at all times during the Term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any
time.
(b) Duration of Coverage. Consultant shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Consultant, its agents, representatives, employees or subconsultants.
(c) Primary/Noncontributing. Coverage To the extent afforded to the additional insureds, coverage provided by Consultant shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured. (d) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any commercially reasonable premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement.
(e) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders Rating of at least A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
(f) Waiver of Subrogation. All To the extent permitted by the applicable insurance policies, the insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers acting on City’s behalf in the performance of this Agreement.
Consultant shall require similar waivers and insurance clauses from each of its subconsultants as required herein. or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants. (m) Pass Through Clause. Consultant agrees to require ensure that its subconsultants, subcontractors, and any other party involved with the services who is brought onto or involved in the services by Consultant, provide the same minimum insurance coverage and endorsements required of Consultant. Consultant agrees to monitor and review all such coverage and assumes.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-5
Section 5.3 Indemnification, shall be modified as follows:
To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or indemnitors’ reckless or willful misconduct, or arising from Consultant’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith: To the full extent permitted by law, Consultant agrees to indemnify and hold harmless (but not defend) the City, its officers, and employees and agents (“Indemnified Parties”) against, and will hold each of them harmless from losses, claims, damages, and expenses (including reasonable attorneys’ fees) (herein “claims or liabilities”) that may be asserted or claimed by any third party to the extent caused by the Consultant’s negligent acts, errors, or omissions in the performance of the services provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or indemnitors’ reckless or willful misconduct.
(a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith;
(b) Consultant will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Consultant hereunder; and Consultant agrees to save and hold the City, its officers, agents, and employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder, Consultant agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees. (d)(a) Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder. The provisions of this Section do not apply to claims or liabilities occurring as Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-6
a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Consultant and shall survive termination of this Agreement.
Section 6.3 Ownership of Documents, shall be modified as follows:
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Consultant, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Consultant will be at the City’s sole risk and without liability to Consultant, and Consultant’s guarantee and warranties shall not extend to such use, reuse or assignment. Consultant may retain copies of such documents for its own use. Consultant shall have the right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom. Moreover, Consultant with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.
Section 7.2 Disputes; Default, shall be modified as follows:
In the event that Consultant is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default. Instead, the City may give notice to Consultant of the default and the reasons for the default. The notice shall include the timeframe in which Consultant may cure the default.
This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant, as determined by the Contract Officer. The cure period may run concurrently with the termination period as provided in Section 7.7, if the option to cure in the alternative to termination. During the period of time that Consultant is in default, the City mayshall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Consultant does not cure the default, the City may take necessary steps to terminate this Agreement under this Article 7.8. Any failure on the part of the City to give notice of the Consultant’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement. If any dispute arises between City and Consultant in connection with this Agreement or the breach thereof, the parties shall immediately attempt in good faith to settle the same by participation in a “meet-and-confer” session to include decision makers from both parties in an attempt to resolve the dispute in its Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED 01240.0001/1016474.1 B-7
early stages. If such session does not result in a prompt agreement between City and Consultant concerning the disputed matters, City and Consultant agree to engage in non-binding mediation of any claim as a condition-precedent to commencing litigation in a court of competent jurisdiction. If the parties do not resolve the dispute through mediation pursuant to this Section, the method of binding dispute resolution shall be litigation in a court of competent jurisdiction in accordance with Article 7.1.
Section 7.3 Retention of Funds, shall be modified as follows:
Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure, indemnify, and protect City as elsewhere provided herein. City shall not impose a penalty on Consultant unless Consultant has been found liable for the amounts in a binding dispute resolution proceeding.
Section 7.9 Attorneys’ Fees, shall be deleted in its entirety.
A new Section 9.8 shall be added to the Agreement as follows:
9.8 Waiver of Consequential Damages.
Neither the City nor the Consultant shall be liable to the other or shall make any claim for any incidental, indirect or consequential damages arising out of, or connected in any way to the Project or this Agreement. This mutual waiver includes, but is not limited to, damages related to loss of use, loss of profits, loss of income, loss of reputation, unrealized savings or diminution of property value and shall apply to any cause of action including negligence, strict liability, breach of contract and breach of warranty.
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EXHIBIT “C”
SCHEDULE OF COMPENSATION
I. Consultant shall perform the following tasks at the following rates:
Task Description Total Cost
Task 1. Data Gathering
Data Inventory Summary (Email) $16,444
Task 1 Subtotal $16,444
Task 2. Condition Assessment
Condition Assessment Summary Memo $98,944
Task 2 Subtotal $98,944
Task 3. System Inventory
Draft GIS-Based Storm Drain Database, including Existing Storm Drain Infrastructure Inventory $27,560 Stormwater Quality Project Opportunity Webmap $21,024
Task 3 Subtotal $48,584
Task 4. Stormwater Master Plan and CIP
Final GIS-Based Storm Drain Database $7,321
Initial CIP Priority List $87,126
Outline of Final Report $14,984
Stormwater Master Plan and Infrastructure Report at 50% including CIP Priority List $10,548 Stormwater Master Plan and Infrastructure Report at 90% including Preliminary Cost Estimates $23,529
Five (5) Copies of Final Report and One Electronic Copy $6,329 Task 4 Subtotal $149,836
Task 5. Project Management
Monthly meeting agendas and meeting summaries (10 @ 1,819.90 each) $18,199 Monthly progress reports (12 @ 824 each) $9,888
Task 4 Subtotal $28,087
Grand Total $341,895
II. Within the budgeted amounts for each Task, and with the approval of the Contract Officer, funds may be shifted from one Task subbudget to another so long as the Contract Sum is not exceeded per Section 2.1, unless Additional Services are approved per Section 1.9.
III. The City will compensate Consultant for the services performed upon submission of a valid invoice. Each invoice is to include:
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A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate.
B. Line items for all materials and equipment properly charged to the services.
C. Line items for all other approved reimbursable expenses claimed, with supporting documentation.
D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the services.
IV . The total compensation for the servicesshall not exceed the Contract Sum as provided in Section 2.1 of this Agreement.
V. The Consultant’s billing rates for all personnel are attached as Exhibit “C-1”.
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EXHIBIT “C-1”
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EXHIBIT “D”
SCHEDULE OF PERFORMANCE
I. Consultant shall perform all services timely in accordance with the following schedule:
Description Days to Perform Deadline Date
A. All tasks 1 year 1 year from City’s
issuance of a
Notice to Proceed
II. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.
Docusign Envelope ID: ACECFFFA-57AA-4D1B-802A-92757CDAEFED phone: 213.393.2392
email: [email protected]
web: craftwater.com
1 September 5, 2025
Maliha Ansari
Cc Stephanie Ryan
City of Glendora
116 E. Foothill Boulevard
Glendora, CA 91741
Subject: Craftwater Proposal for Stormwater Master Plan (Plan #1376 – FY 2025-26) Dear Ms. Ansari:
On behalf of Craftwater Engineering, Inc., (Craftwater) we are pleased to submit our proposal to partner with the City of Glendora in developing a comprehensive Stormwater Master Plan. Our team—consisting of Craftwater, Eckersall, and Innerline Engineering—brings unparalleled expertise in stormwater science, strategy, and engineering, coupled with deep, hands-on familiarity with Glendora’s local watershed challenges and regulatory landscape.
Since 2020, Craftwater has proudly supported the City in securing over $21 million in Safe, Clean Water Program (SCWP) funding and leading technical efforts for transformative projects such as the Finkbiner Park Stormwater Capture Project and the Glendora Avenue Green Street. Our direct involvement in these initiatives, as well as our prior role in developing the Upper San Gabriel River Watershed Management Program (WMP), positions us uniquely to help the City meet its compliance, infrastructure, and sustainability goals. What sets our team apart is:
1. Integrated Expertise: Craftwater’s growing team of 38 professionals—combined with our subconsultant partners—seamlessly combines expertise in regulatory compliance, watershed planning, civil engineering design, hydrology and hydraulics, and geospatial data systems.
2. Proven Local Impact: Beyond our past success in Glendora, we have led the Pasadena Stormwater Master Plan and over 25 watershed planning efforts region-wide, bringing adaptive, data-driven solutions that secure funding eligibility and foster community trust.
3. Regulatory & Funding Strategy Leadership: Craftwater is the most active consultant in the SCWP, with leadership roles in adaptive management, policy development, and the SCWP Technical Working Group. This ensures your Master Plan (which we understand is funded by the SCWP Municipal Program) will be fully aligned with SCWP funding criteria and MS4 compliance pathways.
4. Pragmatic & Implementation-Focused: Our philosophy is simple—create plans that don’t gather dust.
We focus on real-world implementation strategies backed by clear data, achievable phasing, and costeffective solutions. 2 Our proposed Project Manager, Brad Wardynski, PE, brings a wealth of experience in stormwater master planning, having led or supported over 25 major stormwater planning projects, including Pasadena and Alhambra’s master plans and recent Countywide planning for the SCWP. Brad will be joined by a seasoned leadership team including Chad Helmle, PE (Principal-in-Charge), Oliver Galang, PE (QA/QC), and Courtney Semlow, PE, CFM (Engineering Lead), each bringing decades of practical, technical, and policy expertise. We are also excited to introduce Tim Fairbank, PE (Hydrology and Hydraulics Lead), who recently joined us after a respected tenure as Chief of the US Army Corps of Engineers’ Hydrology and Hydraulics Branch of the Los Angeles District.
We are excited for the opportunity to deepen our collaboration with the City of Glendora and to help forge a resilient, sustainable, and fundable stormwater future. We confirm our availability to deliver the project within the proposed timeframe and budget, with a commitment to excellence in service and outcomes.
Thank you for your consideration. Should you have any questions, please contact me directly at [email protected] or 213-393-2392.
Sincerely,
Brad Wardynski, PE
COO, Science & Modeling Practice Lead
Little Dalton Wash, Glendora, CA
Proposal:
CITY OF GLENDORA STORMWATER MASTER PLAN
PLAN #1376 – FY26-26
Revised September 5, 2025
Plan #1376 – FY 2025-26: Stormwater Master Plan 1
TABLE OF CONTENTS
1. WORK EXPERIENCE ...............................................................................................................................................2 FIRM INTRODUCTION ..........................................................................................................................................................................2 REGIONAL EXPERIENCE ........................................................................................................................................................................3 EXPERIENCE WITH THE CITY OF GLENDORA ..............................................................................................................................................6 STORMWATER MASTER PLANNING EXPERIENCE ........................................................................................................................................6 PROJECT MANAGEMENT APPROACH.......................................................................................................................................................8
2. PROJECT UNDERSTANDING & APPROACH ................................................................................................... 10 UNDERSTANDING ............................................................................................................................................................................ 10 APPROACH..................................................................................................................................................................................... 13 DELIVERY TEAM .............................................................................................................................................................................. 15 SUBCONSULTANT QUALIFICATIONS...................................................................................................................................................... 18
3. SCOPE & SERVICES............................................................................................................................................... 19 TASK 1: DATA GATHERING ................................................................................................................................................................ 19 TASK 2: CONDITION ASSESSMENT ....................................................................................................................................................... 20 TASK 3: SYSTEM INVENTORY .............................................................................................................................................................. 21 TASK 4: STORMWATER MASTER PLAN AND CIP ..................................................................................................................................... 22 TASK 5: PROJECT MANAGEMENT........................................................................................................................................................ 24
4. SCHEDULE .............................................................................................................................................................. 25 EXHIBIT A: FEE PROPOSAL
EXHIBIT B: KEY PERSONNEL RESUMES
Compton Creek Outfall Screening for LRS
Adaptation Scientific Studies, Los Angeles, CA
Plan #1376 – FY 2025-26: Stormwater Master Plan 2
1. WORK EXPERIENCE
At Craftwater, we see an opportunity to do things differently. We bring our own style and personality to stormwater management in Los Angeles County, and have built a team of the best talent in the space with a passion to fundamentally transform urban watersheds. We don’t just see ourselves as engineers, scientists, and planners - we're innovators, storytellers, and change-makers. The sections below introduce the Craftwater Team, which includes Craftwater, Eckersall, and Innerline Engineering, and describe our experience performing work similar to the services in the City of Glendora’s (City’s) Request for Proposals (RFP).
Firm Introduction
At Craftwater, we apply science, strategy, and engineering to restore balance to our watersheds and uplift local communities. By thoughtfully uniting these three elements, we create solutions that aren’t just visionary, they’re also practical and enduring. This is particularly important in the Los Angeles region, where we have seen some agencies get stuck in a seemingly endless cycle of planning, and replanning, and replanning again – only to experience frustration from interested parties and regulators who want to see action.
Craftwater is offering a clear-eyed alternative, where ideas become infrastructure, instead of being recycled until they are too rusty to pass muster with interested parties. And while we can tune watershed models to right-size compliance plans and cleverly navigate MS4 Permit provisions to buy much-needed time, we prefer the fulfillment that comes from taking meaningful action to plan, design, build, monitor, and optimize projects in the real world.
In 2019, these drivers led to the formation of Craftwater (a California S Corporation). We brought together the best leaders in the stormwater industry to fundamentally transform watersheds through science-based planning and analysis, ambitious regulatory change, and bold (yet pragmatic) design. And we did it with a candid, light-hearted spirit. Our team is united by a hunger to tackle emerging water issues in new ways and a belief that we can have fun while we’re at it – and we are rapidly growing as a result, with two main offices in Pasadena and San Diego, and three satellite offices in Orange County, Detroit metro, and DC metro. At the time of this Statement of Qualifications, we employ 38 talented staff, and, by estimated contract execution, we are projected to employ a total of 41 or more. Our growing team, under the guidance of recognized industry experts, gives us the staffing capability to deliver quality work on time across the full breadth of this RFP’s scope.
For more information about our vision and breadth of expertise, please visit our website at www.craftwater.com.
Arroyo Seco, Los Angeles, CA
Craftwater proudly maintains the following certifications:
• CA DGS Disabled Veteran Business Enterprise (DVBE)
• CA DGS Small Business (Micro)
• County of LA DVBE
Plan #1376 – FY 2025-26: Stormwater Master Plan 3
Regional Experience
Craftwater as a company was built by assembling leaders with the unique skill and style to provide services across all tasks in the RFQ. While most firms are known for their specialty in one or two facets of stormwater management, Craftwater is recognized for expertise across the full breadth of stormwater program development, implementation, and adaptation. In particular, our team is the most active and trusted consultant in the Safe, Clean Water Program (SCWP) and known for generating effective stormwater master plans in the San Gabriel Valley. This experience is particularly valuable to ensure that the Stormwater Master Plan (and projects that it generates) are eligible for SCWP funding.
For example, in just the past six years, Craftwater
has…
• Led over 25 watershed planning efforts spanning millions of acres, including the Pasadena Stormwater Master Plan, Alhambra Stormwater Master Plan, countywide SCWP Initial Watershed Plans, and countywide plans for Ventura and San Mateo Counties
• Led MS4 permit negotiations and strategic response to State Board orders on behalf of the San Gabriel Valley Council of Governments • Been the trusted advisor on six Watershed Management Program Adaptive Management submittals in the Los Angeles Region and ongoing coordination with Regional Board staff, identifying opportunities to integrate new information and lessons learned towards cost-effective management
• Built the first Fire Effects Model in the region to characterize the impacts of fires on water quality and paired with the likely exacerbation of these impacts under projected climate change
• Led or supported 9 Safe, Clean Water Program-funded scientific studies (with three more recently approved for future funding)
If there was ever a perfect
definition of adaptive
management, this is it.
- LA Regional Water Quality Control Board
Member commenting on Craftwater’s
watershed planning approach
Plan #1376 – FY 2025-26: Stormwater Master Plan 4
• Revolutionized the approach to bacteria compliance planning, including overseeing targeted monitoring
• Adapted and developed extensive guidance and resources for the Safe, Clean Water Program’s scoring criteria, watershed planning, reporting/monitoring requirements, engagement strategies, Tax Credit Trading Program, and key policy definitions, including disadvantaged community benefits • Conducted feasibility studies for over 65 stormwater capture projects to earn our municipal partners $470M in grant funding
• Designed over 30 stormwater capital infrastructure projects—from small drainage designs, to parcel- and street-segment-scale green infrastructure, to regional facilities that treat as much as 42-acre-foot of stormwater per event —across the state of California with a construction
cost of over $750 Million
• Been the only consultant
invited to join LA County
Public Works’ Safe Clean
Water Technical Working
Group charged with
strategically addressing the
implementation, operation,
and maintenance of
stormwater capture projects
Caruthers Park Stormwater Capture
Project, Bellflower, CA
“
serve as an example for other people to emulate.
You are not only to be congratulated, but also
-
Craftwater’s watershed planning approach
LA Regional Water Quality Board commenting on
Plan #1376 – FY 2025-26: Stormwater Master Plan 5
Craftwater’s Team Brings Diverse Experience from Across California, with Extensive Recent Experience Serving Practically All Municipal Agencies In the LA Region Plan #1376 – FY 2025-26: Stormwater Master Plan 6
Experience With the City of
Glendora
In addition to our experience performing
similar stormwater master planning work
throughout the region and shaping the SCWP,
Craftwater’s leaders have local experience
working with the City. Since 2020, we’ve
helped the City secure over $21M from the
SCWP for technical support, design, and
construction of stormwater projects, including
the Finkbiner Park Stormwater Capture Project
and the Glendora Avenue Green Street.
Since 2022, we have been working closely with
the City on the design of the Finkbiner Park
Stormwater Capture Project, and Craftwater’s
founding members also supported the
development of the original Upper San
Gabriel River Watershed Management
Program (WMP). This hands-on experience
means that we are keenly aware of the City’s
objectives and recent steps towards meeting
compliance goals.
Stormwater Master Planning Experience
Watershed planning is the nexus of Craftwater’s three core strengths: science, strategy, and engineering. All too often, though, a seemingly endless cycle of planning and replanning (and re-planning) can lead to fatigue, and can recommend solutions that are too vague to be implemented, too complicated to interpret, or too expensive to unachievable in the real world. If these plans “sit on the shelf,” this can breed distrust by constituents and interested parties who expect timely action. Craftwater’s proven approach to water resources planning avoids the pitfalls described above by focusing on:
1. implementation and operational utility,
2. transparency and clear communication,
3. stewardship and cross-program integration, and
4. a clear-eyed modeling approach that acknowledges uncertainties.
This philosophy—applied during the example projects described on the following pages— yields implementation-oriented and program-minded recommendations.
Craftwater is Supporting the City with Design
of the Finkbiner Park Stormwater Project
Plan #1376 – FY 2025-26: Stormwater Master Plan 7
HIGHLIGHTED EXAMPLE:
PASADENA STORMWATER MASTER PLAN
Client: City of Pasadena
Schedule: Apr 2020-Dec 2024
Contract Value: $750,000
Reference: Dawn Petschauer,
Stormwater Program Administrator, 626-744-3929
[email protected]
100 North Garfield Ave, Pasadena, CA
Craftwater and our partner, Eckersall, supported the City of Pasadena with a comprehensive stormwater master plan, including storm drain condition assessment and planning, water quality project identification, regional stormwater project feasibility studies, and full design of stormwater capture facilities. Each of these efforts built upon each other positioning the City to have a greater in-depth understanding of their stormwater needs and potential solutions.
The City of Pasadena includes an extensive network of drainage infrastructure that must be monitored and maintained to protect life and property and to manage discharge of pollutants in stormwater (over 90 miles of gravity mains, 12 miles of open channel, 2,718 catch basins, and 1,697 maintenance holes when considering City-, County-, and Caltrans-operated facilities). Pasadena also sits on the divide between multiple receiving watersheds, which creates challenges for watershed planning because runoff exits the City from many points along its border. Additionally, runoff from upstream Unincorporated County area that flows through the City represents an opportunity for partnership and credit trading if regional projects were designed and built to manage these flows.
To convergently manage its MS4, Craftwater conducted an integrated storm drain and watershed master plan to simultaneously inform data-driven capital planning decisions around drainage, water quality improvement, and water supply augmentation. The plan first developed a comprehensive inventory and condition assessment of the City’s drainage infrastructure, which is a critical component for drainage improvement planning, and also to understand the best opportunities for water quality and water supply projects (i.e., to support WMP and Safe, Clean Water Program implementation). After the system was inventoried, new multi-benefit stormwater project opportunities were identified, modeled, and prioritized to supplement WMP implementation planning with an emphasis on engineering feasibility and programmatic synergy.
The master plan, in conjunction with the City and other interested stakeholder input, identified two multi-benefit, regional capture projects along the Arroyo Seco corridor. The Craftwater team subsequently led the development of the preliminary design, feasibility study report, and construction ready design documents (PS&E) for each location. Both projects support the goals described in the Upper LA River WMP and the Load Reduction Strategy (LRS).
Plan #1376 – FY 2025-26: Stormwater Master Plan 8
Additional Stormwater Planning Examples
PROJECT NAME, DATE, SERVICES CLIENT,
CONTRACT VALUE REFERENCE
Stormwater Master Plan: 7/2020-5/2022
Stormwater project ID and prioritization
City of Alhambra
$96k
Latoya Waters
626) 570-5036
[email protected]
preSIP Scientific Study: 12/2020-Present
Engagement, project ID & prioritization,
compliance analysis
SGVCOG
$2.3M
Mackenzie Bolger
626-214-1316
[email protected]
SCWP Metrics & Monitoring Study/Initial
Watershed Plans: 9/2021-Present
Watershed planning and characterization
LA County Public
Works
$2M
Kirk Allen
626-458-4331
[email protected]
Drainage Master Plan Support: 12/2020-8/2024
Stormwater project prioritization
City of Huntington
Beach
$27k
Lili Hernandez
714-374-5386
[email protected]
Gateway Area Pathfinding (GAP) Analysis:
2/2022-10/2024
Stormwater project ID, prioritization, compliance
analysis
Gateway Water
Management
Authority
$610k
Grace Kast
626-485-0338
[email protected]
Project Management Approach
Craftwater has a proven record of delivering complex, multi-stakeholder stormwater and watershed projects on time and within budget — even as regulatory requirements, technical needs, and community expectations evolve. Trusted on over 25 as-needed and on-call contracts, including for the SGVCOG and LA County Public Works (SCWP, Water Quality Monitoring, and Engineering), our project management approach is grounded in proactive coordination, transparent communication, and adaptive planning. For example, Craftwater was engaged in December 2024 by the Los Angeles County Public Works’ SCWP Administration Team to lead extensive adaptations to the program under an incredibly rapid schedule (including analysis and deliverables due just weeks after notice to proceed).
Across seven tasks including Regional Program financial modeling, development of public facing technical guidance, hydrologic modeling and sensitivity analysis, SCWP Scoring criteria adaptations, revisions to program policy documents, several public engagement events, and QA/QC of the online Reporting and Projects modules developed by other consultants, we completed over 29 deliverables on time or ahead of schedule over the course of just five months.
Plan #1376 – FY 2025-26: Stormwater Master Plan 9
Across more than 65 SCWP Infrastructure Program
projects, Craftwater has consistently demonstrated our
ability to manage overlapping deadlines, technical
deliverables, and stakeholder input while maintaining
schedule integrity and cost control. Our project
managers are skilled at aligning technical workplans with compliance milestones, identifying and mitigating risks early, and keeping diverse partners focused on shared
outcomes. Whether leading feasibility studies, adaptive management reporting, or full project delivery, Craftwater’s disciplined, responsive, and experienced project management team ensures that our clients’ goals are achieved — even in dynamic regulatory and funding environments.
In addition to the operational and maintenance components of managing contracts, Craftwater also brings extensive experience in the on-the-ground operations and maintenance (O&M) components of stormwater capture projects and watershed programs, including optimization of non-structural programs and prescription targeted infrastructure maintenance. Craftwater has successfully managed complex, multi-phase stormwater infrastructure projects from early concept through construction and postconstruction performance monitoring, many of which involve long-term implementation schedules and evolving regulatory requirements. Our team routinely develops O&M plans as part of feasibility studies and design packages, including detailed cost projections, staffing recommendations, and adaptive maintenance strategies aligned with SCWP requirements and MS4 compliance obligations. We design with maintenance in mind — integrating features such as access paths, cleanout structures, vector control elements, and simplified monitoring interfaces to reduce lifecycle costs and labor demands. This experience was recognized when we were the only consultant invited to join LA County’s Safe Clean Water Work Group focused on O&M of stormwater capture projects.
Exemplary Projects Demonstrating Reliable, Long-Term
Project Management and Program Support
RECENT EXAMPLE PROJECTS CLIENT REFERENCE MANAGEMENT HIGHLIGHTS SCWP 2025 Adaptive
Management
Mayra Cabrera
LA County Public Works
[email protected]
29 on-time deliverables under
aggressive schedule with high
public visibility
Rio Hondo/San Gabriel River
WMP, Feasibility Studies, and
Project Designs
Alex Tachiki
City of Monrovia
[email protected]
Ongoing WMP program support
for 6 years, including proactive
program adaptations in response
to evolving project feasibility
information and regulations
preSIP and LRS Adaptation
Scientific Studies
Turner Lott
SCAG (formerly SGVCOG)
[email protected]
4+ years of successful project
management and
If any issues arise,
Craftwater would be
better prepared to pivot
and come up with a
workable solution...
- City of Arcadia Staff
Report, May 2020
“
Plan #1376 – FY 2025-26: Stormwater Master Plan 10
2. PROJECT UNDERSTANDING &
APPROACH
Below we describe our understanding of the project, our unique approach, and the highly qualified team we propose to deliver the scope of work.
Understanding
Craftwater understands that the City needs a comprehensive GIS database of City-managed stormwater assets that includes current condition and repair/replacement recommendations. One of the greatest challenges of this project will be identifying and delineating the extent of stormwater infrastructure maintained by the City. To develop an initial estimate, Craftwater inventoried the storm drain infrastructure data available from Los Angeles County Public Works, which suggests that the City may be responsible for over 9.7 miles of storm drain pipes and channels and at least 387 storm drain nodes (see below).
This quantity includes infrastructure that appears to be mislabeled in the County’s data (e.g., labeled as maintained by Gardena or Glendale but located within the City of Glendora). The existing data also indicate over 30 “orphaned” catch basins with no associated pipes, which means there is likely additional City infrastructure that must be found and digitized to complete the City’s network. This scavenger hunt for unmapped infrastructure is a key step that must be completed before initiating condition assessment.
Initial Drainage Infrastructure Inventory Within City Limits Maintained By
Pipes & Channels Nodes
Miles % # %
Glendora* 9.7 17% 387 26%
LACFCD 47.0 81% 1,063 72%
Private 0.7 1% 9 1%
Caltrans 0.1 0% 3 0%
Other 0.1 0% 8 1%
*Includes assets with unknown, null, or mislabeled ownership Plan #1376 – FY 2025-26: Stormwater Master Plan 11
Craftwater Conducted an Initial Inventory of Storm Drain Infrastructure to Characterize Ownership and Identify Orphaned Structures Plan #1376 – FY 2025-26: Stormwater Master Plan 12
We also understand that identifying and prioritizing stormwater quality projects is a key element of this stormwater master plan. According to the 2021 WMP Update, the City is responsible for building over 87 acre-feet of stormwater capture capacity by 2036.
Through our SCWP planning experience, we have already begun the process of summarizing existing stormwater capture projects in the City and identifying new opportunities. The map below shows that we have a head-start on the process and are prepared to work with the City to efficiently identify a suite of stormwater quality projects to pair with storm drain improvements.
Craftwater Already Completed an Initial Inventory
of Stormwater Capture Projects and Opportunities in the City Plan #1376 – FY 2025-26: Stormwater Master Plan 13
Finally, based on review of the City’s SCWP Municipal Annual Plan, we understand that this effort would be funded by the SCWP Municipal Program, which comes with numerous reporting requirements to ensure eligibility of funding, including demonstrating a clear nexus to stormwater capture and water quality improvement. It is critical to develop the master plan in a way that complies with the specific Activity Goals and Metrics described in the Annual Plan.
Approach
1. To identify and digitize the currently unmapped infrastructure, the team will employ an approach similar to that used in the City of Pasadena.
We will start with a desktop analysis to review the orphaned nodes alongside aerial imagery and Google Street View to verify alignments of currently unmapped pipes. Where necessary, as-built plans provided by the City will be used to verify pipe ownership and alignment.
2. The City-maintained drainage network will then be evaluated via a combination of CCTV (for longer pipe segments), push camera (for laterals and shorter pipe segments), and visual inspection of nodes and open channels. The evaluations will gather basic attributes, including pipe size, material, and condition.
3. To identify potential hydraulic capacity issues, Craftwater will start by interviewing the City to collect information about areas with historical flooding complaints. Storm drain deficiencies can result from both structural issues and blockages (which will be identified through the preceding methods) and capacity issues. For areas where known flooding does not coincide with structural issues identified during field investigations, simple hydrologic and hydraulic (H&H) modeling will be conducted to characterize whether historical flooding likely resulted from undersized inlets/pipes or from acute issues like blockages due to leaf litter or trash. To minimize costs, hydrologic and hydraulic modeling is proposed for up to two sections of the City drain network and a maximum of 200 acres of drainage area.
4. Finally, to identify and prioritize stormwater capture projects for water quality compliance, Craftwater will leverage the extensive data and tools already developed through other stormwater planning efforts to screen City-owned parcels for runoff capture potential. Project opportunities will be modeled as a system using the WMP watershed model to estimate the potential impact (pollutant load capture) and costeffectiveness (pollutant capture per dollar), and then will be reviewed with the City to tag sites with other community and political priorities. The roster of projects will be delivered in GIS and also in a simple Excel database to provide the City with flexibility to implement projects as support and funding are gained.
Plan #1376 – FY 2025-26: Stormwater Master Plan 14
Craftwater Has Already Analyzed the Pollutant Capture Potential for Existing and Potential Opportunities
Plan #1376 – FY 2025-26: Stormwater Master Plan 15
Delivery Team
To deliver the approach described above, Craftwater has assembled a team of experts with extensive experience developing over 25 stormwater plans and supporting the implementation, adaptation, and/or reporting of almost every WMP in the Los Angeles Region. This team also brings statewide, national, and international experience to benefit the City with fresh perspectives and forward-looking, innovative solutions. We highlight their qualifications and experience in the following pages, and resumes are included in EXHIBIT B.
In addition to our talented in-house team, we boast professionally cohesive relationships with subconsultant partners, Eckersall and Innerline Engineering, who are introduced in the next section.
Plan #1376 – FY 2025-26: Stormwater Master Plan 16
KEY PERSONNEL RELEVANT EXPERIENCE & QUALIFICATIONS
PROJECT MANAGER
Brad Wardynski PE
Science & Modeling Practice
Lead, COO
Availability: 60%
• Supported development of original USGR WMP
• Conducted 25 stormwater planning projects, including Pasadena Stormwater Master Plan, Alhambra Watershed Master Plan, and preSIP
• Supporting SCWP Watershed Planning
• Led 5 SCWP-funded scientific studies
• Led SCWP Metrics and Monitoring Study and development of Credit Trading Program
• Leading development of SCWP adaptive management and guidance development
• Maintains trusted relationships with influential NGOs in the LA Region, including LA Waterkeeper and ARLA
• Managed revision of the RH/SGR WMP, reducing costs by almost $1B • 14 years experience
QA/QC
Oliver Galang PE, ENV SP
Engineering Design Practice Lead
Availability: 40%
• Former head of the Los Angeles River Watershed for the Los Angeles County Department of Public Works, including staff management and direction for the planning of multi-use, multi-benefit projects, with an estimated construction value of more than $60 million
• Former Head of the Data Management Section for Los Angeles County Department of Public Works and was responsible for an annual budget of more than $10 million in urban runoff and stormwater quality monitoring programs
• Managed design of some of the first regional stormwater capture projects in LA County
• 30 years experience
PRINCIPAL-IN-CHARGE
Chad Helmle PE
CEO
Availability: 30%
• Successfully overseen hundreds of large and small water resources projects
• Served as program manager or principal-in-charge of several of the largest municipal on-call stormwater-focused contracts in the country, including with LA County Public Works, SGVCOG, GWMA, City of San Diego, and County of San Diego
• Visionary behind many scientific, strategic, and engineering advances in Southern California, including strategic adaptive management of compliance plans in collaboration with regulators and NGOs; highresolution, multi-benefit master planning; and hybrid, multi-functional stormwater capture systems.
• 25 years experience
ENGINEERING LEAD
Courtney Semlow PE, CFM
Director of Civil Design
Availability: 60%
• Industry leader in all aspects of civil design, including stormwater capture design, erosion control, utilities, and road design • Leading full design of several SCWP-funded regional stormwater projects throughout Los Angeles County, including Paramount Spane Park, Glendora Finkbiner Park, Pasadena Arroyo Seco San Rafael Treatment Wetlands, Lynwood Park, Whittier York Field Park • 19 years experience
Plan #1376 – FY 2025-26: Stormwater Master Plan 17
KEY PERSONNEL RELEVANT EXPERIENCE & QUALIFICATIONS
MODELING & PLANNING LEAD
Thom Epps, PHD
Director of Modeling & Planning
Availability: 70%
• Conducted 15+ watershed planning projects, including within the USGR watershed
• Technical lead for 4 SCWP-funded scientific studies, including the preSIP study that suggests pathways to save $Bs on WMP compliance • Extensive experience calibrating watershed models (e.g., WMMS) and identifying/modeling BMPs
• Supported development of 5 original WMPs
• Conducting LA River RAA for Caltrans
• Leading development of AI strategy for LA County Stormwater Quality Division
• Supporting and QA/QC’ing SCWP Watershed Planning
• 8 years experience
H&H LEAD
Tim Fairbank PE
Director of Hydrology and
Hydraulics
Availability: 70%
• Former Chief of US Army Corps of Engineers Hydrology and Hydraulics Branch – Los Angeles District responsible for serves and protects approximately 330 million people and approximately 10% of the U.S. economy
• Managed the high-profile Dam & Levee Safety Section responsible for inspecting and evaluating the integrity and reliability of the 16 Corps owned and operated dams, one debris basin and 133 Corps constructed levee systems within the Los Angeles District. • Managed the Hydraulics Section responsible for Hydraulic analyses and studies supporting reconnaissance and feasibility planning, design, construction, operation & maintenance, project performance evaluation, permitting, regulatory, emergency management and project rehabilitation.
• Responsible for sediment transport analyses, scour protection design and post fire debris flow analysis and evaluation including nonNewtonion debris flow analyses. • 26 years experience
MS4 COMPLIANCE LEAD
Brianna Datti, MS
Director of Science
& Policy
Availability: 60%
• Project Manager for development of 5 WMPs and 7 WMP
revisions/adaptations
• Strategic advisor to 38 agencies during MS4 Permit negotiations • Led 6+ years of MS4 Annual and Semi-Annual Reporting
• Manager or technical lead on 3 SCWP-funded scientific studies involving the SGVCOG, including the MCM study in the USGR • Leading ongoing engagement with Regional Board staff regarding WMP and scientific studies
• Advancing innovative risk-based approaches to bacteria compliance • Led development of the first-of-its-kind fire effects model and integrating climate change considerations to inform resilient management practices
• Directed bacteria and post-fire monitoring
• Extensive experience analyzing stormwater and non-stormwater monitoring data
• 8 years experience
Plan #1376 – FY 2025-26: Stormwater Master Plan 18
Subconsultant Qualifications
ECKERSALL, LLC is a Geographic Information Systems
(GIS) consulting firm in Chino, CA with over 20 years of experience. They are a Bronze Partner in the Esri
Partner Network. Their founder, Scott Eckersall has been working with ESRI and other GIS technology since 1995. He has a growing team of talented GIS professionals with a shared vision to provide outstanding and cost-effective GIS solutions to a growing list of happy clients. Eckersall primarily works with municipal, utility, environmental, and commercial clients, and specializes in delivering scalable, sustainable solutions that improve operational efficiency, data accessibility, and public engagement. Their consultants are proficient in ESRI technologies, ArcGIS Enterprise, ArcGIS Online, and Geocortex platforms, and have worked with over 80 agencies across California. The firm emphasizes responsive support, tailored implementations, and knowledge transfer to ensure long-term client success.
Eckersall routinely executes complex and mission critical GIS project work, including database design, complex utility mapping, software development, implementation, tuning, maintenance, training, and integration with many other systems. The team has a keen understanding of ESRI and open-source geospatial technologies and offer our clients unbiased solutions that best meet their mission-critical needs without promoting any single approach or technology. They routinely connect GIS systems to many other databases and solutions and automate (and document) processes to keep it all running consistently and reliably. They team with their clients to simplify procedures and always strive to provide ample knowledge transfer so they can take it all over when we wrap up.
Each of their team has made a career of designing, implementing and supporting real-world Enterprise GIS and have a consistent track record of delivering results and building longterm working relationships with our clients.
Innerline Engineering was formed in 1997 and incorporated in 2000. From the very beginning, the company has been committed to acquiring and maintaining the best equipment and software available. Currently, the company utilizes State-of-the-Art Pearpoint and RST CCTV equipment, as well as Flexidata, POSM and Wincan reporting software. Safety is a priority, Innerline conducts monthly mandatory documented safety meetings for all employees. Quality is also a priority and a training and accuracy program is in place where every foot of inspection is reviewed by an in-house quality control department. Outside consultants are brought in on a regular basis to train personnel in a variety of applicable areas.
This commitment to excellence, safety and attention to detail have made Innerline Engineering one of the most respected names in the industry for pipeline cleaning and inspection services.
Plan #1376 – FY 2025-26: Stormwater Master Plan 19
3. SCOPE & SERVICES
Below we describe our proposed scope of services, which aligns with the tasks described in the RFP and the approach introduced in Section 2: PROJECT UNDERSTANDING & APPROACH.
Task 1: Data Gathering
The RFP specifies the following scope of work:
Conduct the necessary site visits and provide the data collection needed to develop the Plan. The development of the Stormwater Master Plan will require the Consultant to develop a thorough understanding of the stormwater system, including the operation and maintenance practices of the stormwater system. Collect available data on the watershed hydrology from relevant sources, including the City of Glendora, Los Angeles County Flood Control District, Caltrans, U.S. Geological Survey, the Federal Emergency Management Agency (FEMA) Flood Insurance Program and any other relevant sources.
To accomplish this scope, Craftwater will conduct two 2-hour interviews with City staff to gain an understanding of the storm drain system condition, operation, maintenance, and asbuilt plan organization. This will include collecting anecdotal or documented information from City staff about problematic areas where flooding may occur within the City. After the interviews, the Craftwater team will coordinate with the City to collect and assemble available record (as-built) construction plans, and create a catalog including the following information for each plan: Drawing Number, Title / Subtitle, Location / Streets, and Date.
This catalog will facilitate the following tasks by providing an organized and comprehensive reference of all source documents, from which QC can proceed. Craftwater’s team will also independently inventory and collect existing stormwater and related GIS information, including County stormwater infrastructure, parcel, address, street, aerial photo, and elevation data. A number of these layers are available from various County sources. This will form an accurate and reliable basis of all GIS-related tasks to follow.
Assumptions: City staff will provide as-built files for City-maintained infrastructure Deliverables: Data Inventory Summary (Email)
Plan #1376 – FY 2025-26: Stormwater Master Plan 20
Task 2: Condition Assessment
The RFP specifies the following scope of work:
Complete a comprehensive, system-wide condition assessment plan that incorporates both video inspections and field review findings and develop a repair program for all Cityowned storm drain infrastructure. The consultant will survey and assess the condition of the storm drain infrastructure utilizing Closed Circuit Television (CCTV) to supplement field observations, providing detailed recordings and mapping of the existing storm drain system as part of the GIS database.
Before field condition assessment can occur, the Craftwater team will use the data collected during Task 1 to seek and digitize currently unmapped City stormwater assets. This will start with review of the approximately 30 “orphaned” structures in the current County datasets, and will be supplemented with information gathered during City interviews conducted under Task 1 and also desktop analysis to identify areas where unmapped drainage infrastructure may be present.
Field condition assessment of underground
gravity mains will then be conducted via
CCTV. The inspections will gather key
information missing from the initial data
inventory and evaluate structural and
maintenance condition of each storm drain
trunk line.
City-maintained open channels will also be
investigated by walking each channel and
using the ESRI Field App to note structural
and maintenance condition.
Condition assessment levels will follow a
Green-Amber-Red nomenclature with nine
levels to address asset condition. This rating
system and nomenclature aligns with the
industry-standard rating system used by the
National Association of Sewer Service
Companies (NASSCO) Pipe assessment.
Likelihood Category Condition Index
1 = Negligible
GreenPlus
2 = Not Very Likely
Green
3 = Not Likely
Green Minus
4 = Moderately
Possible
AmberPlus
5 = Possible
Amber
6 = Likely
AmberMinus
7 = Very Likely
RedPlus
8 = Significant
Red
9 = Absolute
Function Significantly Affected
RedMinus
or Non Functional
Extensive deterioration or defects are evident.
Function is significantly affected. Repairs or
replacement required.
Extensive deterioration or defects are evident.
Barely functional. Major rehabilitation or
replacement required.
Complete failure or major functional component
failure. No longer functions. Major rehabilitation
or replacement required.
Fully Functional
No noticeable defects. Some aging or wear may be
visible. Fully functional.
Minor deterioration or defects may be evident.
Noticeable wear or aging is visible. Fully functional.
Some deterioration or defects are evident.
Noticeable wear or aging is visible. Fully functional.
Function Affected
Some deterioration or defects are evident in at
least some portion of the equipment. Significant
wear or aging is visible. Functionality is adequate
but somewhat impaired.
Serious deterioration or defects are evident in at
least some portion of the equipment. Extensive
aging or wear is visible. Functionality is impaired.
Minor repairs or replacement required.
Serious deterioration or defects are evident
throughout the equipment. Extensive aging or
wear is visible. Function is significantly affected.
Repairs or replacement required.
Plan #1376 – FY 2025-26: Stormwater Master Plan 21
Assumptions:
• CCTV and camera inspection of known Gravity Main: up to 5.7 miles or 17 field days • Basic traffic control will be provided by the Craftwater Team for CCTV work, but this scope exempts preparation of detailed traffic control plans and implementation of lane closures to conduct CCTV work. If necessary, the Craftwater team will work collaboratively with City staff to identify cost-efficient options for traffic control plan preparation and/implementation for locations where it may be necessary. • Field inspection of 2.1 miles of known open channels
• Access/permission to inspect open channels will be coordinated by the City • Because there is currently uncertainty regarding the extent and condition of Citymaintained storm drains and nodes, we are assuming inspection and assessment of the maximum quantities of infrastructure described above; however, we acknowledge that some assets may not warrant field inspection and condition assessment. The price can be reduced proportional to the actual number of assets needing inspection, as determined from the initial inventory and discussions with the City.
Deliverables: Condition Assessment Summary Memo
Task 3: System Inventory
The RFP specifies the following scope of work:
Provide a complete inventory of the City’s storm drainage assets. The consultant shall conduct a GIS database of the City’s storm drain assets that can be used for the new GIS system, which is being developed by the City. The GIS database should include layers indicating the ownership of storm drains, specifying which drains are owned by the City of Glendora, Los Angeles County, Caltrans, and private entities. The consultant shall update the database and address information gaps by reviewing record drawings and other City information.
A comprehensive Geographic Information Systems (GIS) database that allows City staff to visualize and summarize key facets of its stormwater infrastructure is the key outcome of this scope. It serves as a critical system of record which, when made available through the City’s new GIS system, allows staff to search for and display data and associated documents at key locations. Finally, a GIS provides ad-hoc reporting and print capabilities to support future decisions. To develop a comprehensive GIS database, the following steps will be performed:
• Upgrade the County’s stormwater GIS database to add, edit, or delete relevant fields, domains, and other database design elements to ensure all appropriate data can be recorded and maintained going forward
• Update all conveyances and nodes to ensure they are positionally accurate and Plan #1376 – FY 2025-26: Stormwater Master Plan 22
correctly snapped from available plans
• Correct and fill in missing attribute information to the extent possible using available plans and field data
• Attach PDF files of each available record drawing to the matching stormwater mains • Attach available photos, videos, and field inspection results to the corresponding stormwater nodes/conveyances
• Create flow arrows at ground level using available elevation data. This will help staff visualize stormwater flow on each street segment prior to reaching an available inlet / catch basin
• Create comprehensive metadata for all stormwater layers This task will also include screening the City for additional stormwater quality project opportunities (beyond those already gathered and shared above in the Section 2: PROJECT UNDERSTANDING & APPROACH). A menu of project types will be developed in collaboration with the City, then existing GIS tools will be used to identify opportunities that coincide with runoff and pollutant capture potential. The initial list of opportunities will be shared with the City via an interactive webmap for review prior to analysis and prioritization in Task 4.
Deliverables:
• Draft GIS-Based Storm Drain Database, including Existing Storm Drain Infrastructure Inventory (to be finalized in Task 4)
• Stormwater Quality Project Opportunity Webmap
Task 4: Stormwater Master Plan and CIP
The RFP specifies the following scope of work:
Develop a comprehensive Stormwater Master Plan and Capital Improvement Program (CIP). Based on the findings from previous tasks, prepare a Stormwater Master Plan that will serve as a guiding document to improve existing infrastructure, address system deficiencies, and improve the overall reliability of the stormwater system to meet current and future needs. As part of the Master Plan, develop a detailed CIP that identifies and addresses system deficiencies through recommended storm drain repairs, replacements, and improvements. The CIP should follow a phased approach for both short- and longterm improvements, categorizing projects by high, medium, and low need based on the severity of issues and the potential consequences of inaction (e.g., flooding, sinkholes). A priority ranking should also be established based on coordination with planned street repaving to minimize redundant excavation. The CIP should follow a phased 7-, 10-, and 15-year schedule.
Plan #1376 – FY 2025-26: Stormwater Master Plan 23
Delivering this scope will begin with conducting H&H modeling for areas of known flooding within the City. Modeling will be conducted with EPA SWMM or an equivalent H&H model approved by the City to diagnose storm drain capacity deficiencies and recommend improvements.
Modeling will also be conducted to estimate the water quality performance of identified stormwater capture project opportunities. Watershed modeling will be performed using available LSPC models that were calibrated for recent WMPs or scientific studies.
After conclusion of modeling, the results will be combined with field condition assessments to prioritize a CIP that includes maintenance, repair, replacement, and new construction recommendations and cost estimates. The priorities for storm drains will be determined using a risk-based framework based on consequence of failure and probability of failure and will be phased according to the horizons specified in the scope above. Priorities for water quality projects will be aligned with MS4/WMP compliance goals and SCWP scoring criteria to maximize funding eligibility.
The results and recommendations will be documented in a comprehensive Stormwater Master Plan document, and appended to the GIS database. All GIS layers will be posted to the City’s GIS platform to allow staff to review and comment on all data. Finally, to ensure adaptability of the plan going forward, the team will develop documentation, including How-To guides, on using and editing the stormwater GIS layers and a standard operating procedure for the City’s catch basin cleaning crew to collect condition data on catch basin structures during routine operations.
Assumptions:
• H&H modeling will be conducted for up to two areas of the City with known flooding issues with a maximum combined drainage area of 200 acres • The City will provide assistance posting stormwater GIS layers to the City’s GIS for staff review
• City staff will review the final stormwater GIS layers • City staff will provide final review and sign-off of all GIS deliverables, including data, metadata, and documentation.
Deliverables:
• Final GIS-Based Storm Drain Database
• CIP Priority List
• Outline of Final Report
Plan #1376 – FY 2025-26: Stormwater Master Plan 24
• Stormwater Master Plan and Infrastructure Report (at 50% completion including draft CIP Priority List and at 90% including Preliminary Cost Estimates)
• Five (5) Copies of Final Report and One Electronic Copy Task 5: Project Management
Throughout the course of the project, Craftwater’s Project Manager will work closely with the City to track and adapt the project schedule using Microsoft Project. Our enterprisegrade project management software will enable careful budget management, which will be reported on monthly. To assure the highest quality of our work products, our team identified a direct lead for quality assurance/control with almost three decades of experience (Oliver Galang) to integrate QAQC at each critical step of the following tasks, which always includes multiple reviewers. All deliverables will be provided on time, in a clear and digestible manner, with assurance in the findings.
Deliverables: Monthly meeting agendas and meeting summaries (10), and monthly progress reports (12)
Merced Avenue Green Street, El Monte, CA
Plan #1376 – FY 2025-26: Stormwater Master Plan 25
4. SCHEDULE
Below we propose a one-year schedule to complete each task in the scope of work, scaled to the notice to proceed (NTP). If selected, we will work with the City to develop and maintain a detailed schedule for each milestone.
TASK START END
Task 1: Data Gathering NTP NTP+1 month
Task 2: Condition Assessment NTP+2 months NTP+5 months
Task 3: System Inventory NTP+3 months NTP+7 months
Task 4: Stormwater Master Plan
and CIP NTP+7 months NTP+12 months
Task 5: Project Management NTP NTP+12 months
Little Dalton Wash, Glendora, CA
Plan #1376 – FY 2025-26: Stormwater Master Plan 26
EXHIBIT A: FEE PROPOSAL
Craftwater proposes the fee schedule below to deliver the services outlined in the proposal. The proposed fee is not-to-exceed $341,895, and includes all direct and indirect costs including all labor, employee benefits, mileage, equipment, materials, insurance, and reproduction cost. Note that the cost for CCTV field condition assessment may be proportionally reduced based on the actual quantity of assets warranting inspection. Per the options in the example Contract Services Agreement attached to the RFP, Craftwater proposes this fee on a lump sum basis to be paid based on the percentage completion of each task, but we are willing to negotiate these terms with the City.
Plan #1376 – FY 2025-26: Stormwater Master Plan 27
Valid for calendar year 2025 or no less than 180 days following submittal of this proposal; billing rates are subject to annual adjustment based on industry and economic conditions.
Glendora Stormwater Master Plan
Lump Sum
TOTAL
Employee Helmle,
Chad
Galang,
Oliver
Wardynski
, Bradley
Semlow,
Courtney
Fairbank,
Tim
Epps,
Thom
Datti,
Brianna
Takahashi
, Andrew
Kurtzman,
Heather
Acker,
Sam
Nguyen,
Ky
Billing
Category President President
Senior
Project
Manager
Principal Principal
Principal
Water
Resources
Engineer/
Scientist/
Planner
Principal
Water
Resources
Engineer/
Scientist/
Planner
Senior
Project
Engineer
Civil
Designer
Water
Resources
Engineer/
Scientist/
Planner
Project
Accountant
Billing
Rates $ 375 $ 375 $ 300 $ 320 $ 320 $ 282 $ 282 $ 226 $ 169 $ 200 $ 185 Task 1. Data Gathering 1 3 6 3 3 4 18 4 4 4 - 50 $ 13,804 $ 2,640 $ - $ 2,640 $ 16,444 Task 2. Condition Assessment 1 2 18 6 16 - - 24 80 - - 163 $ 35,213 $ 5,302 $ 61,133 $ 66,435 $ 98,944 Task 3. System Inventory 1 1 16 - - 24 8 4 8 48 - 110 $ 26,430 $ 22,154 $ - $ 22,154 $ 48,584 Task 4. Stormwater Master Plan and CIP 2 7 40 32 36 100 18 80 96 192 - 603 $ 143,115 $ 6,721 $ - $ 6,721 $ 149,836 Task 5. Project Management 1 4 32 4 6 2 2 38 4 4 12 109 $ 28,087 $ - $ - $ - $ 28,087 TOTAL 6 17 112 45 61 130 46 150 192 248 12 1,019 $ 243,945 $ 36,817 $ 61,133 $ 97,950 $ 341,895 FEE PROPOSAL FOR:
Contract Type:
CRAFTWATER ENGINEERING INC SUBCONSULTANTS
Eckersall Innerline
Engineering
Total
Labor
Hours
Total
Labor
Effort
Task Description
Total Subconsultant
TOTAL
PROJECT
EFFORT
Plan #1376 – FY 2025-26: Stormwater Master Plan 28
EXHIBIT B: KEY PERSONNEL
RESUMES
RESUME
1 RELEVANT EXPERIENCE
Sr. Project Manager
Lead
Project Manager
Project Manager
.
Brad Wardynski
PE
e/ [email protected]
p/ 213.393.2392
EXPERIENCE 14 years
EDUCATION
B.S., Biosystems Engineering, Michigan State
University, 2010
M.S., Biological and Agricultural
Engineering, North Carolina State
University, 2012
LICENSES & CERTIFICATIONS
Professional Engineer (Civil) 84989,
California, 2015 AREA OF EXPERTISE
Hydrologic and water quality modeling
MS4 permit and TMDL compliance
Water quality data management and
analysis
Watershed management
Water quality monitoring plan assessments
Strategic planning
Asset management
Regulatory compliance
EXPERIENCE SUMMARY
With over a decade of experience in the fields of urban hydrology and green infrastructure, Brad Wardynski has worked with influential industry experts on a variety of projects spanning the full scope of stormwater program management, including regulatory support and reporting, multi-benefit watershed planning, modeling, feasibility and design, monitoring, outreach, and technical guidance. His projects and research have directly impacted key elements of the Safe Clean Water Program and Los Angeles County-specific stormwater control measure planning and design programs.
Résumé Brad Wardynski, PE
2 Sr. Project Manager
Sr. Project Manager
Sr. Project Manager
Sr. Project Manager
Lead
Sr. Project Manager
Résumé Brad Wardynski, PE
3 Lead
Lead
Safe, Clean Water Program Credit Trading Framework Development, Los Angeles County Flood Control District (2019–Present).
Project Manager providing strategic planning and program management consulting in support of developing a credit trading program that includes direct linkage to municipal stormwater Permit compliance, and that also advances the parallel goals of the Safe, Clean water Program—namely, water supply augmentation, nature-based solutions, and community investments. Establishing a framework for a strategic, market-based stormwater management program that (1) clearly satisfies Permit requirements, (2) meaningfully prioritizes multiple benefits, and (3) allows for and encourages third-party participation/investment. Specific deliverables that were developed in close collaboration with the County and The Nature Conservancy included draft ordinance language, a public-facing framework document, a workplan for further advancement of the stormwater market programs, and preparation of content and facilitation of outreach meetings with key stakeholders, including the business community and environmental advocates.
As-Needed Stormwater Strategic Planning Services, City of Monrovia (2019–Present).
Lead in on-call strategic planning services related to stormwater compliance, including conducting special studies, engaging NGOs and regulators on behalf of City, development of stormwater project feasibility studies and Safe, Clean Water funding applications.
Stormwater Capture Modeling Expert Peer Review Services and Preliminary Design, Los Angeles Bureau of Engineering and Department of Water and Power (2020–Present).
Technical Advisor leading development of fully articulated hydrologic, hydraulic, and water quality model for analyzing, designing, and right-sizing 9 stormwater capture projects. Facilitating coordination between multiple consulting teams to ensure quality and consistency of modeling.
Adaptive Management and Annual Reporting, Upper Los Angeles River and Dominguez Channel Watershed Management Groups (2018–2018).
Lead in the development of MS4 Permit-required annual reporting for the Los Angeles River (the largest watershed in Los Angeles County) and Dominguez Channel (the most impervious watershed in Los Angeles County). Includes generation of graphic-heavy documents that “tell a story” about the watersheds instead of simply reporting the facts.
Also includes adaptive management analysis to identify methods for streamlining watershed management programs and reducing overall costs to permittees. Adaptive management recommendations will provide permittees with meaningful information to negotiate permit terms with regulators.
Revised Enhanced Watershed Management Program, Rio Hondo/San Gabriel River Water Quality Group (2017– Present).
Project Manager facilitating collaboration between Cities, County, and regulators to revise current Enhanced Watershed Management Program (EWMP) to focus on a strategic and realistic approach towards improving water quality.
Developing and assessing multi-benefit regional project concepts to reduce watershed-wide compliance costs while augmenting local water supply. Performing range of compliance analyses and watershed modeling to evaluate risks associated with the spectrum of compliance metrics and methods. Developing public-facing, publication-quality document clearly summarizing EWMP revisions in a digestible format.
EWMP Adaptive Management Analysis, Upper San Gabriel Valley Municipal Water District, CA (2016).
Lead to develop and executed a modeling strategy to evaluate potential water quality benefits from various lake management and wet-weather diversions at Peck Road Park Lake. Concisely translated receiving water quality improvements to Watershed Management Program scheduling and implementation planning to recommend strategic, cost-effective compliance strategies that leverage planned capital projects.
Résumé Brad Wardynski, PE
4 6 Enhanced Watershed Management Program (EWMP) Updates (Santa Monica Bay J2/3, Upper Los Angeles River, Ballona Creek, Dominguez Channel, Upper Santa Clara River, and East San Gabriel Valley Watershed Management Groups) CA (2020 – Present).
Sr. Project Manager for updating the EWMPs based on permit-required revised reasonable assurance analyses (RAAs) and adaptive management. The models supporting the RAAs were updated based on new data and tools available, as well as implementation progress. Incorporating updates to the EWMP documents based on the latest regulatory drivers, water quality priorities, project progress and opportunities, and revised recipes for compliance, including updated cost estimates to achieve.
Scientific Study to Balance Safe, Clean Water Program Outcomes, Accelerate Resiliency L.A. (ARLA) (2020 – Present).
Sr. Project Manager leading study to gain consensus among a Working Group of municipal (City of LA, San Gabriel Valley Council of Governments, and Gateway Water Management Authority) and NGO (LA Waterkeeper, The Nature Conservancy, and SCOPE) stakeholders around Safe, Clean Water Program adaptation recommendations. Identified full spectrum of potential project opportunities (from distributed nature-based solutions to regional, gray solutions) in a pilot subwatershed and modeled to analyze outcomes related to Working Group-recommended metrics, including maximizing water quality, water supply, and community investment benefits and leveraging alternative funding sources (Measures A, H, and M) to enhance return on investments over a 50-year program. Curating technical results into programmatic/policy-based recommendations for the LA County Flood Control District.
Lower Los Angeles River Watershed Project Feasibility Studies, John Hunter and Associates (2019–Present).
Lead in providing strategic planning oversight and interpretation/establishment of adaptive compliance metrics.
Revitalization Plan for the Upper Los Angeles River and Tributaries, Mountains Recreation and Conservation Authority (2018–2019).
Deputy Project Manager and technical lead for the Water and Environment committee. Led watershed planning analyses to identify and prioritize opportunities for revitalization in urban, underserved communicates, including development of baseline hydrologic and hydraulic conditions. Supported facilitation of working group meetings with 23 stakeholder groups.
Strategic Project Pilot Study for Compton Creek Watershed, Los Angeles County Department of Public Works (2018–2019).
Project Manager implemented and validated a strategic method for stormwater capture project planning for the 2,680 square miles of watershed that is managed by Los Angeles County Flood Control District. High-resolution data and onthe-ground engineering provided the foundation for project identification and screening, then analytical tools were used to characterize potential performance using meaningful metrics (e.g., average annual volume captured, annual pollutant load captured). The approach is being pilot tested in a representative area of the County before expanding Countywide. Upon completion, the pilot study will provide a framework for data-driven project selection and a standard “currency” to credit the County for building projects downstream from their Unincorporated areas, and also to trade credit with upstream cities when the County builds downstream projects.
Clean Beaches Initiative Project at Santa Monica Pier, City of Santa Monica (2017–Present).
Lead to develop rainfall and runoff forecasting software to inform real-time control of a regional stormwater capture facility located at Santa Monica Pier. The software was integrated with the City’s SCADA to automate facility operations to maximize stormwater capture for water quality and water supply augmentation. Also oversaw installation of onsite hardware to stream real-time monitoring data to a cloud-based dashboard for public interaction.
Strategic Green Street Implementation Plan, Dominguez Channel Watershed Management Group (2017–2018).
Project Manager leading development of a watershed-wide, strategic 5-year green street plan for the 80-square-mile Dominguez Channel Watershed (the most impervious watershed in the Los Angeles Basin). Implementing a novel programmatic framework to efficiently identify and prioritize street-scale project opportunities throughout the watershed. Applying state-of-the-science understanding of green infrastructure to customizing green street configurations to specific environmental conditions and pollutants of concern. Facilitating coordination between nine permittees to incorporate institutional preferences and synergies into prioritization of green street configurations and locations. Clearly communicating results using an interactive web-based mapping application to streamline multiagency review and data transfer with city engineers/scientists/planners, and to enable transparency with regulators/nongovernmental organizations.
Résumé Brad Wardynski, PE
5 Lower Los Angeles River Revitalization Plan (Assembly Bill 530), Los Angeles Department of Public Works, CA (2016–Present).
Project Manager facilitating Water and Environment Plan Element Committee, including the planning and execution of bimonthly, interactive workshops with agencies and stakeholders. Leading technical analysis and prioritization of projects along Los Angeles River corridor on the basis of multi-objective criteria related to water resources, habitat, mobility, culture, and the public realm.
BMP Monitoring Guidance, Gwinnett County, GA (2017–Present).
Project Manager in applying lessons learned from past projects to develop guidance for incorporating real-time control technology into stormwater BMP monitoring in Gwinnett County. Content included state-of-the-science recommendations for monitoring approach and protocols, case studies, conceptual strategies, applicable BMP configurations, and equipment requirements.
Integrated Runoff Capture Design at Carriage Crest Park, City of Carson, CA (2016–Present).
Project Lead developing and executed strategic compliance analysis to support full design of 13 acre-foot, subsurface stormwater capture facility that manages runoff via controlled discharge to the water reclamation collection system.
Analysis included watershed and sewer modeling to predict stormwater capture for demonstrating compliance equivalency and for budgeting long-term reclamation plant treatment costs. Maximized return on investment for three partner agencies by optimizing facility intake capacity, storage volume, and discharge rate to reduce costs and maximize pollutant capture.
Los Angeles River Upper Reach 2 Watershed Feasibility Study (2016–Present).
Technical Advisor for conceptual design of six regional water quality projects. Supported development of regulatory analysis that optimizes pollutant load reduction to schedule and attain least-cost compliance solutions.
Conceptual Plans to Upgrade Pump Plants and Utilize Green Infrastructure to Provide Resiliency and Treat Stormwater in the Upper Los Angeles River Watershed, City of Los Angeles, Bureau of Sanitation, CA (2015).
Lead in support of identification of opportunities to incorporate green infrastructure concepts into upgrades of aging pump stations to address wet- and dry-weather flow as part of development of Load Reduction Strategies for the LA River Bacteria TMDL. Integrating opportunities into EWMP development.
Lakewood Stormwater Capture Project, Caltrans and City of Lakewood, CA (2015-Present).
Technical Advisor providing technical assistance in water quality, hydrology, and hydraulic modeling to develop two conceptual designs for the City of Lakewood to comply with Los Cerritos Channel Watershed Management Program requirements. Developed an innovative modeling system to evaluate multiple BMP diversions, footprints, and real-time inlet and outlet controls to optimize compliance with water quality targets while minimizing costs. Evaluating irrigation requirements and potable water offset through use of dry- and wet-weather flows.
Development of Watershed Management Programs (WMPs), East San Gabriel, Long Beach, Lower LA River, Lower San Gabriel, Los Cerritos Channel Watershed Management Groups.
Technical Advisor supporting development of WMPs for five watershed management groups, representing 29 jurisdictions across greater Los Angeles County, to provide each jurisdiction a prescriptive strategy for compliance with multiple TMDLs. Specific efforts included innovative watershed-wide representation and modeling of potential green infrastructure opportunities. Schedules were developed to guide compliance with wet and dry weather goals.
Multi-Agency Collaborative, Pilot-to-Scale Initiative, City of Los Angeles Bureau of Sanitation, Los Angeles Department of Water and Power, Los Angeles County Flood Control District, CA (2015–Present).
Lead in planning, implementation, and monitoring of six pilot residential rainwater harvesting projects instrumented with real-time controls. Conducted regional scaling analysis to quantify potential benefits of residential rainwater harvesting at scale to inform programmatic decision making. Crafted innovative strategy to (1) perform parcel-scale geomatic assessment to rapidly create a database of countywide capture opportunities using high-resolution LiDAR and aerial imagery, (2) develop real-time control model simulation system linked to calibrated land simulation models to evaluate performance of identified opportunities, and (3) synthesize results to programmatic context and benchmarks. Facilitated collaborative meetings and workshops between partner agencies to present results and solicit multi-agency feedback.
Résumé Brad Wardynski, PE
6 Storm Water Harvesting and Use Study, City of San Diego (2019–Present).
Project Manager to collect, consolidate, and synthesize all known City stormwater capture activities into one consolidated library. The project library was then cross-referenced against specific strategies outlined in a stakeholder-led regional study to provide recommendations for which activities may warrant additional research. Facilitated collaboration between Stormwater Department and Public Utilities Department to identify, model, and cost City-wide opportunities based on San Diego County Stormwater Capture and Use Feasibility Study alternatives. Developed framework and policy recommendations for City-wide stormwater capture planning. Also outlined presentation content to be delivered to communicate findings to the City Council Environmental Committee.
Watershed Asset Management Plan Updates, City of San Diego (2019–Present).
Technical Lead to distill and visualize programmatic details into a fact sheet for broad audience. Liaison with financial planning team to incorporate future stormwater harvesting and use program elements into current financial model.
Stormwater Harvesting Augmentation Analysis, City of San Diego, CA (2016).
Technical Lead to assess potential water supply augmentation benefits, costs, and savings of routing regionally harvested stormwater to a planned potable reuse program. Evaluated wastewater treatment plant boundary conditions on basis of stormwater quantity and quality to determine load of harvested stormwater that could be harvested. Led development of advanced modeling system with predictive logic to simulate intelligent control of a stormwater harvesting and diversion network. Guided planning-level review of existing integrated projects and regulatory barriers to linking stormwater with potable reuse programs.
Watershed Implementation Plan for Rainbow Creek, County of San Diego (2018–Present).
Deputy Project Manager and technical lead for development of a BMP implementation plan to identify structural projects and nonstructural program enhancements that support TMDL compliance based on the list of strategies identified in the Rainbow Creek WQIP Compliance Analysis. This effort involves identification and site-scale analysis of both distributed and regional BMP projects and the development of conceptual designs that can be efficiently advanced to construction. Water quality and flood risk modeling will be conducted to ensure that programmatic efficiencies can be leveraged to address priority areas in the watershed. Also facilitated an inter-departmental workshop to solicit feedback and feasibility considerations from stakeholders early in the design process.
Storm Water Funding Strategy Development, City of San Diego (2019).
Technical Advisor and support. Developed funding gap model to provide City with a flexible, user-friendly tool to perform long-term budget forecasting and funding strategy scenario-play.
Mission Valley Integrated Regional Stormwater Capture Concept, City of San Diego, CA (2016–Present).
Project Manager leading feasibility study for flood control, water supply augmentation, and water quality improvement project. Developed conceptual design recommendations for multi-purpose, intelligently controlled infrastructure to meet specific water quality compliance targets during wet weather while maximizing groundwater recharge during dry weather. Analysis included identification and simulation of upstream detention facilities to throttle discharge of stormwater to the project and manage flood risk.
Comprehensive Load Reduction Plans (CLRPs) and Water Quality Improvement Plans (WQIPs), City of San Diego, CA (2013–Present).
Technical Lead in developing CLRPs were developed for several watersheds in San Diego to comply with the approved Bacteria Total TMDLs for Beaches and Creeks and address other potential 303(d) impairments within each of the watersheds. This comprehensive, inter-jurisdictional approach increases the effectiveness and efficiency of planning efforts and reduces the overall cost of BMP implementation efforts. Performed a geospatial evaluation of the San Diego River watershed to identify, characterize, and prioritize sites for centralized BMP implementation throughout the watershed. Site investigations were then performed to verify the suitability of each top-ranked site and to gather data necessary for optimization modeling. A long-term costing database was developed to estimate 20-year compliance costs and financial and fed directly into the City’s asset management planning database. Continuing efforts include refining jurisdictional strategies and optimizing model inputs for cost savings.
RESUME
RELEVANT EXPERIENCE
Eaton Wash Stormwater Capture Project, City of Pasadena Responsible Principal. Providing management oversight and QA/QC for the full design of a regional stormwater and park development project to reduce pollutant loads and runoff treatment for the City. This project consists of the development of a Feasibility Study and the development of the 100% Design documents for a regional stormwater capture project that incorporates a subsurface storage and infiltration basin, a surface vegetated treatment basin, and the development of a new park area for the local community. He was responsible for providing QA/QC and management oversight for the development of the feasibility study, reporting, and design documents, as well as securing $2 Million for the design phase.
Arroyo Seco San Rafael Stormwater Capture Project, City of Pasadena Responsible Principal. This project consists of the development of a Feasibility Study and subsequently the development of 100% Design for a regional stormwater capture project that incorporates creek restoration, natural treatment wetlands, and stormwater use for irrigation. The project is intended to address the Cities of Pasadena’s and South Pasadena’s water quality actions required under the Upper Los Angeles River Enhanced Watershed Management Program. He was responsible for program management and oversight for the development of the feasibility study, meeting with the Cities, stakeholders, and assisting the City with securing $5 Million in funding from the Safe, Clean Water Program.
Merced Ave Linear Park Stormwater Capture Project, City of El Monte Responsible Principal. Providing management oversight and QA/QC for the full design of a regional stormwater capture project to reduce pollutant loads and runoff treatment for the City of El Monte. This project consists of the development of a Feasibility Study and subsequently the development of 100% Design for a regional stormwater capture project that incorporates creek restoration, a new pedestrian/bike path, replacement of a 1900 LF concrete channel with a culvert, and stormwater quality natural treatment basins.
Oliver Galang
PE, ENV SP, QSD
Principal
e/ [email protected]
p/ 213.598.4178
EXPERIENCE
30+ years
EDUCATION
B.S., Civil Engineering, California State
University, Fullerton, 1993
Engineering Management Graduate
Studies, California State Polytechnic
University, Pomona, 2005
AREA OF EXPERTISE
Water Resources
Storm Water Compliance
Water Quality Monitoring Programs
Regional BMP Design
Drainage Design
Flood Control Management
Groundwater Recharge
Feasibility Studies
Safe, Clean Water Program
LICENSES & CERTIFICATIONS
Civil Engineer 56558, California, 1997
Envision Sustainability Professional,
November 2014
Qualified SWPPP Developer (QSD)
Qualified Industrial Storm Water
Practitioner (QiSP)
EXPERIENCE SUMMARY
Mr. Oliver Galang has more than 31 years of professional engineering experience in planning, design, construction, and program management of multi-million-dollar municipal capital improvement projects, specifically in water resources and stormwater infrastructure throughout southern California. He has extensive experience in the areas of water resources, stormwater and urban runoff management, water quality monitoring programs, flood management, and various types of green infrastructure. He is currently leading Craftwater’s Water Resources Design Services Practice in California. Highlights of Oliver’s career also include service as the Los Angeles River Watershed Manager for the Los Angeles County Department of Public Works. His responsibilities included directing the planning of multi-use, multi-benefit projects, with an estimated construction value of more than $60 million, along the Los Angeles River. He also served as the Water Quality Stormwater Programs Manager for the Los Angeles County Department of Public Works and was responsible for an annual budget of more than $10 million in urban runoff and stormwater quality monitoring programs, including Los Angeles County Flood Control District (LACFCD’s) National Pollutant Discharge Elimination System (NPDES) Municipal Stormwater Monitoring Program. He was also served as the LACFCD Operations Manager overseeing the operations of the LACFCD flood control and water conservation system, which consisted of 14 reservoirs, 500 miles of conveyance channels, and 27 groundwater recharge facilities.
2 Résumé Oliver Galang, PE
Culver Boulevard Median Stormwater Capture Project, Culver City Project Manager. This project consists of the design and construction of a regional stormwater BMP Project along Culver Blvd between Sepulveda Blvd and Elenda Street. The project consists of two storm drain diversion structures, an 8-acre-foot underground storage facility, a pump station, dual filtration units, and return flow to the storm drain. The project addresses Culver City’s water quality actions stated under the Ballona Creek Enhanced Watershed Management Program. The project surface enhancements include separate pedestrian and bike paths, bioswales, and public education and seating areas. He led the project development team with the water quality and hydraulic analysis, environmental documentation, and preparation for final design plans, specifications, and bid estimates. He presented the project at community and advisory meetings as well as City Council Meetings. He continued to support the project with the development of the monitoring plan, operations and maintenance plan, and technical reviews during construction.
Caruthers Park Stormwater Capture Project, City of Bellflower Project Manager. This project consists of the design and construction of a regional stormwater BMP Project at the City of Bellflower’s Caruthers Park. The project components include a storm drain diversion structure, 7.5-acre-foot underground infiltration and storage facility, and pump station to the sewer and return flow to the storm drain. The project is intended to address the City of Bellflower’s water quality actions stated under the Los Cerritos Channel Watershed and the Upper San Gabriel River Enhanced Watershed Management Programs. He led the project development team and coordinated these efforts with the City Project Team and the LACFCD.
Carson Water Capture Project at Carriage Crest Park, Sanitation Districts of Los Angeles County Project Manager. This project consists of the design and construction of a regional stormwater BMP Project at the City of Carson Carriage Crest Park. The project components include a storm drain diversion structure, 13.4 acre-foot underground storage facility, and pump station to the sewer and return flow to the storm drain. The project is intended to address the City of Carson’s water quality actions stated under the Dominguez Channel Watershed Management Area Group’s Enhanced Watershed Management Program. He led the project development team and coordinated these efforts with the County Sanitation Districts, LACFCD, and the City Project Team.
Bolivar Park Water Capture Project, City of Lakewood Public Works Department, Lakewood, California Project Manager. Phase I of this project consisted of the development of two project concepts that will divert wet-weather and dry-weather urban runoff from the Los Cerritos Channel to an underground infiltration gallery or storage system at two City Parks, resulting in the development of 10% design documents for two City Park Regional BMPs. Phase II consisted of the development of the final design documents for an innovative regional BMP at Bolivar Park. Phase III included the design support services during construction of the regional BMP. He led the project design development team and coordinated these efforts with the City Project Team and leading the coordination with the LACFCD.
Mayfair Park Water Capture Project, City of Lakewood Public Works Department, Lakewood, California Project Manager. This project consisted of the development of a regional BMP that will divert wet-weather and dry-weather urban runoff from the Los Cerritos Channel to an underground infiltration gallery or storage system at Mayfair Park. The project consists of the development of final design documents for an innovative regional BMP at Mayfair Park that includes stormwater capture and use for irrigation. The diversion structure consists of an air-inflated rubber dam and inlet structure. The discharge options include sanitary sewer discharge or filtration and discharge into the storm drain system. He led the project development team and coordinated these efforts with the City Project Team and the LACFCD.
AB 530 Lower Los Angeles River Revitalization Plan, Vernon to Long Beach, Los Angeles County Department of Public Works, California
Project Manager. This project consisted of the development of a visionary, community-based revitalization plan for the 19-miles of the Los Angeles River, from Vernon to Long Beach. The project was developed in response to Assembly Bill 430, which requires the development of the Lower Los Angeles River Working Group and the development of a revitalization plan that addresses the unique and diverse needs of the Lower Los Angeles River. On behalf of the LACFCD, Rivers and Mountains Conservancy, and Assembly speaker Rendon, managed the direction of the technical documentation for the Working Group, the technical teams in assessing the multiple facets of the revitalization plan, including a robust Community Engagement Program, assessment of Community Economics, Public Recreation needs, sustainable water resources, and environmental enhancement opportunities.
Lake Hodges Reservoir Water Quality Assessment Study, City of San Diego, California Project Manager. This project consisted of an evaluation of the Lake Management issues in the reservoir and the development of a conceptual design report with those recommendations. This study evaluated water quality challenges in the reservoir, including algae, regulatory demands, and quagga mussel controls in the reservoir. Scope of work also included the development of a hydrodynamic model to estimate the potential changes to the reservoir because of the proposed alternatives including algae harvesting wetlands and a speece cone. He was responsible for managing the project, coordinating with the stakeholders, conducting the conceptual alternatives workshop, and the development of the conceptual planning report documents.
Agua Hedionda and Calaveras Creek Channels Dredging Project, City of Carlsbad, California Project Manager and Technical Lead. This project consisted of the preparation of design plans and specifications for sloping rip rap drop structures and excavation to improve the flood control capacity of the channels. He is responsible for project management and for the development of the design documents for the City. 3 Résumé Oliver Galang, PE
Regional Stormwater Facility Feasibility Study, City of San Jose, California Project Technical Lead. The Regional Stormwater Facility Feasibility Study project consist of the evaluation of the City’s requirements under the San Francisco Bay Municipal Regional Stormwater NPDES Permit for meeting Low Impact Development and Hydromodification requirements for developments and redevelopments. He was responsible for conducting the review of the permit requirements, evaluating similar programs and projects to address these requirements, and develop an approach for alternative compliance methods.
Folsom Dam Auxiliary Spillway Approach Channel Environmental Study, US Army Corps of Engineers, Folsom Technical Author. This project was a Brown and Caldwell-URS Joint Venture to conduct an environmental study of the potential environmental impacts from the construction of the Folsom Dam Auxiliary Spillway Approach Channel and spur dike. He was responsible for the preparation of the water quality assessment and bioaccumulation potential assessment sections of the environmental study in accordance with NEPA and CEQA guidelines. Alternatives considered included the use of a secant pile cut-off wall, or a cell-filled cofferdam across the width of the proposed spillway to enable the construction of the auxiliary spillway approach channel, spur dike, and the spillway gates.
Sun Valley Strathern/Rory Shaw Wetlands Park Project, Los Angeles Watershed Manager. Oversaw the design development of the $48 million multi-use wetlands park. The project is a major component of the Sun Valley Watershed Master Plan that seeks to address major flooding through a stakeholder-based multibenefit project approach. The project consisted of redeveloping a 46-acre former landfill site into a multi-use stormwater facility.
The facility consisted of 21-acres of flood control detention ponds, 10-acres of treatment wetlands, 15-acres of natural open space, and recreational park facilities that integrate low impact development (LID) components of permeable pavements, native landscaping and swales. The project also infiltrated stormwater runoff flows in the adjacent infiltration basins of the Sun Valley Park Project. He was responsible for project oversight and management of the final project concept; initiated the geotechnical investigations and pond liner design; met with the multiple stakeholders, political leaders, and partner agencies; managed funding grants; and presented the final project concept to the local community.
Compton Creek Flood Risk Mitigation Project, Los Angeles County Watershed Manager. Oversaw the alternatives feasibility study and hydraulic analysis of a $20-million flood risk mitigation of Compton Creek to contain the 100-year storm event. He conducted technical review of the alternative concepts that consisted of using existing open space areas (parks, schools, undeveloped) within the Compton Creek Watershed to detain stormwater and constructing additional flood wall levees to contain the storm water flows within the Compton Creek Channel. Presented the alternative concepts and recommended plan on behalf of the County of Los Angeles Public Works.
LACFCD NPDES MS4 Stormwater Monitoring Program, Los Angeles County Program Manager. Led the programmatic implementation and management of the MS4 NPDES Permit Stormwater Monitoring Program that characterized the stormwater discharge quality from Los Angeles County. The program encompassed stormwater and dry-weather composite sampling of a 3,000-square-mile area, seven major watershed mass emissions stations, and six major river tributary monitoring stations. He oversaw data compilation, technical analysis, and the stormwater quality assessment of the Annual NPDES Monitoring Report to the Los Angeles Regional Board. He also led efforts to conduct BMP performance testing of the Sun Valley Park infiltration system, Marie Canyon Water Quality Improvement Project, Dominguez Gap Wetlands, and the 19 Low Flow Diversion Systems in Santa Monica Bay.
San Gabriel River Valley Rubber Dams 2 and 3, Los Angeles County Senior Project Manager. Responsible for the design, permitting, and implementation of two 8-foot high and 440-foot long air inflated rubber dams along the San Gabriel River. He was responsible for managing the development of the design plans, specifications, and engineer’s cost estimate. In addition, he led the development of the environmental documents and negotiations with the regulatory agencies (US Fish and Wildlife, US Army Corps of Engineers, CA Department of Fish and Wildlife, and LA Regional Board) for the mitigation and monitoring plan.
Hollyhills Storm Drain, Unit 8B Phase 1, West Hollywood Senior Project Manager. Responsible for managing the design, permitting, and implementation of the regional storm drain project. This project required close coordination with the Cities of Los Angeles and West Hollywood. The project involved the construction of a reinforced concrete storm drain with a total length of 2,250 linear feet, ranging in size from 36 inches to 84 inches in diameter. He was able to expedite the implementation of the project through a phased design and environmental permitting approach.
LACFCD San Gabriel Dam Hydroelectric Project, Azusa
Operations Manager. Responsible for management, operations, and oversight of the small hydroelectric project consisting of two power generating units at the dam generating a combined 4.975 MW of power. The project generated electricity that was sold to Southern California Edison and provided annual revenues from $1 million to $4 Million. He was responsible for implementing system controls upgrades and negotiating power sales agreements with Edison.
RESUME
RELEVANT EXPERIENCE
Principal in Charge
Program Manager
Chad Helmle
PE
e/ [email protected]
p/ 805.729.0943
EXPERIENCE
25 years
EDUCATION
B.S., Engineering and Environmental
Science, University of Notre Dame, 1997
M.S., Civil Engineering, Environmental Fluid
Mechanics/Hydrology, Cornell University,
2005
LICENSES & CERTIFICATIONS
Professional Engineer 69525, California,
2006
AREA OF EXPERTISE
Hydrologic and water quality modeling
MS4 permit and TMDL compliance
Water quality data management and
analysis
Watershed management
Water quality monitoring plan assessments
Strategic planning
Asset management
Regulatory compliance
EXPERIENCE SUMMARY
As President of Craftwater Engineering, Chad Helmle offers national experience with a focus on the Southern California water resources service area. He has overseen hundreds of large and small water resources projects and has served as program manager or principal-in-charge of several of the largest municipal on-call stormwater-focused contracts in the country. 2 Résumé Chad Helmle, PE
Strategic Advisor
Strategic Advisor
Strategic Advisor
Strategic Advisor
Strategic Advisor
Strategic Advisor
RESUME
RELEVANT EXPERIENCE
Finkbiner Park Stormwater Capture Project– Glendora, CA (2022-2025) Project Manager. Providing project management of the design of a 5.6 ac-ft underground stormwater capture and infiltration facility. The project seeks to improve water quality by reducing heavy metal pollutants in the San Gabriel River Watershed. The project will divert stormwater runoff from existing LACFCD controlled Little Dalton Wash concrete channel and a local storm drain that drains a total of 1,512. Surface improvements include a complete renovation of four softball fields including new alignment to allow for more usable space adjacent to the fields. A recirculating stream is also proposed that will utilize dry weather flows and add a calming element to the park.
Eaton Wash Stormwater Capture Project– Pasadena, CA (2024-2025) Project Manager. Providing project management of the design of a 2.5 ac-ft regional stormwater capture and treatment facility along the Eaton Wash channel in Pasadena. The project will provide significant water quality benefits for the City of Pasadena and unincorporated LA County due to the significant drainage area size (10,294 acres), location of the adjacent channel, and available development space. The project will capture and treat 100% of the dry-weather flows in accordance with the Upper Los Angeles River Load Reduction Strategy Plan. The project site is located directly downstream of the area burned by the Eaton Fire and therefore has the potential to remove even more harmful pollutants from the watershed and protect downstream communities and the ocean.
Apollo Park Stormwater Capture Project Feasibility Study – Downey, CA (2021) Managed design of 10% conceptual drawings and Feasibility Study for a regional stormwater capture project submission to the Safe, Clean Water Program for funding. The project includes a stormwater diversion from an existing LACFCD storm drain to a 10 acre-feet infiltration system beneath an existing baseball surface. New catch basins and storm drain are proposed at nearby intersections and will connect to the system and help alleviate local flooding. Reductions of impervious area, a green street, permeable pavement, and diverse natural landscaping provide onsite stormwater management and improve the
EXPERIENCE SUMMARY
With more than 19 years of professional experience, Courtney Semlow has provided comprehensive site design and project management for diverse projects, including 1,000-acre mixed use subdivisions and military installation infrastructure throughout the United States and abroad.
Courtney is knowledgeable in all aspects of civil design, including erosion control, water resource management, and road design. She can navigate complicated regulatory requirements, while producing cost-effective solutions that exceed client expectations. Another core area of her work focuses on water quality and stormwater pollution prevention by implementing environmentally sustainable stormwater management solutions, including infiltration basins, permeable pavement, and rain gardens.
Courtney Semlow
PE, ENV SP, CFM
Director of Civil Design
e/ [email protected]
p/ 847.445.0886
EXPERIENCE
19 years
EDUCATION
B.S., General Engineering, University of
Illinois Urbana-Champaign, 2005.
LICENSES & CERTIFICATIONS
Professional Engineer (Civil), CA C94417, MA,
VA, GA
Envision Sustainability Professional (ENV SP)
Certified Floodplain Manager (CFM)
Member, The Association of State Floodplain
Management
RESUME
pg 2
aesthetics of the park.
MacArthur Park Lake Stormwater Capture Project– Los Angeles, CA (2023-2025) Civil Design Project Manager. Providing project management of the civil design of a stormwater capture and treatment facility at MacArthur Park in LA. The project will divert and treat stormwater runoff from existing 42” local storm drain. Surface improvements include a terraced garden water feature that will recirculate and filter water from the lake as well as new trees.
Wilmington Middle School Greening Project – Los Angeles, CA (2023-2025) Project Manager. Providing project management of the civil design for the replacement of over 14,000 square feet of existing underutilized asphalt pavement areas with green program spaces and outdoor classrooms. We completed a hydrologic analysis to determine stormwater runoff amounts and provided a stormwater treatment and drainage design to improve water quality and ensure proper outflow of stormwater.
Spane Park Stormwater Capture Project– Paramount, CA (2022-2025) Project Manager. Providing project management of the design of a 5.3 ac-ft underground stormwater capture and treatment facility. The project will divert stormwater runoff from an existing LACFCD double box culvert that drains 1,338 acres at a rate of 20 cfs. The project will reduce pollutants and improve water quality in the Lower Los Angeles River watershed. Surface improvements include a complete renovation of the park including adding more parking and a new soccer field to strengthen the City’s sports programs.
San Jose Creek Bike Trail Hydrologic and Hydraulic Analysis– Placentia, CA (2023-2025) Project Manager. Provided oversight of hydrologic and hydraulic analysis for a proposed bike trail in Pomona, CA along the San Jose Creek concrete channel. We analyzed the existing areas draining towards the channel and recommended stormwater treatment BMPs that could be implemented along the project route. We also provided a hydrologic analysis of the adjacent park to determine if a more regional BMP could be implemented at the park.
Arroyo Seco Water Reuse and Stream Restoration Project– Pasadena, CA (2022-2025) Project Manager. Providing project management of the design of two regional BMPs along the Arroyo Seco channel in Pasadena and South Pasadena. Tasks included performing hydrologic and hydraulic analysis of channel diversions to above ground infiltration BMPs. Dry weather flows will travel through a rock-lined stream to an existing cobble stone channel connected downstream to a golf course where it will be stored, treated, and used for irrigating the golf course.
Atwood Bike Trail Hydrologic and Hydraulic Analysis– Placentia, CA (2022) Project Manager. Provided oversight of hydrologic and hydraulic analysis for a proposed bike trail in Placentia, CA. The proposed bike trail is located adjacent to the existing Atwood concrete channel and will replace the access road. We analyzed the existing areas draining towards the channel and recommended stormwater treatment BMPs that could be implemented along the project route.
Red Morton Community Park Stormwater Capture Project Design– Redwood City, CA (2021-2024) Project Manager. Providing project management for the City of Redwood City to design a multi-beneficial regional stormwater capture practice at Red Morton Community Park. The project is anticipated to divert stormwater from an existing box culvert to a 9.5-acre-foot underground storage system set underneath existing soccer fields. The synthetic turf of the soccer fields are typically replaced every 7-10 years and the timing of this project is set to correlate with that effort. The City and Craftwater have committed to providing a design that meets community desires and stormwater treatment requirements for this 1,650-acre drainage area.
Encanto Park Stormwater Capture Project Design– Duarte, CA (2021-2023) Project Manager. Providing project management to design a multi-beneficial regional stormwater capture practice at Encanto Park in Duarte,CA. The project is anticipated to divert stormwater from an existing 72” storm drain to a 0.6-acre-foot underground infiltration storage system set underneath an existing soccer field. Excess stormwater that is unable to infiltrate will overflow and be treated by an additional filtration system before returning to the storm drain. Expanded landscaping areas within the parking lot will utilize drought tolerant, native plantings that will enhance the look of the parking lot and reduce potable water used for irrigation.
Skylinks Golf Course Stormwater Capture Project Design– Long Beach, CA (2021) Project Manager. Providing project management to design a multi-beneficial regional stormwater capture practice at Skylinks Golf Course in Long Beach,CA. The project is anticipated to divert stormwater from the existing Wardlow Channel to a 9.7-acre-foot underground infiltration storage system set adjacent to an existing golf course. Dry and wet weather flows will flow through the underground storage and be pumped to a surface wetland basin that is placed above the subsurface storage system. Excess stormwater will overflow and be treated by an additional filtration system before returning to the storm drain. Walking paths around the wetland cells, a sand volleyball court for the adjacent Fire Station, and a nursery for the Golf Course are additional project amenities that have been identified while working with project stakeholders.
RESUME
pg 3
El Dorado Park Regional Stormwater Capture Project Design– Long Beach, CA (2021) Project Manager. Providing project management to design a multi-beneficial regional stormwater capture practice at El Dorado Park in Long Beach,CA. The project is anticipated to divert stormwater from the existing Artesia Norwalk Channel to a 13.9-acre-foot underground wetland system set in a currently underutilized area within El Dorado Regional Park. The storm diversion will utilize existing storm drain pipes and ditches to convey diverted runoff to the proposed wetland area which is approximately 1.5 miles away from the channel. Dry and wet weather flows will be treated by a proprietary pretreatment device before flowing through the wetland basin that is comprised of multiple cells and planted with native vegetation selected in collaboration with the El Dorado Park staff. Excess flows will go to an existing drainage ditch before outletting downstream at Coyote Creek. The project is also considering discharging some outflow to the sanitary sewer as the Long Beach Water Reclamation path is just south of the site.
Arboretum Natural Treatment Project Feasibility Study– Arcadia, CA (2020) Project Manager. Designed 10% conceptual drawings and prepared Feasibility Study for a regional stormwater capture project submission to the Safe, Clean Water Program for funding. The project includes a stormwater drop-inlet diversion from the LACFCD Arcadia Wash Channel and a 4 acre-feet treatment wetland/recharge basin. Diverse natural landscaping will complement the overall aesthetic of the Arboretum and enhance the use of the space.
Heartwell Park at Clark Stormwater Capture Project Feasibility Study – Long Beach, CA (2021) Project Manager. Managed design of 10% conceptual drawings and Feasibility Study for a regional stormwater capture practice adjacent to the Clark Channel for submission to the Safe, Clean Water Program. A Pre-treatment unit will remove pollutants from runoff diverted from the Palo Verde Chanel runoff before the water is temporarily stored in a 20 ac-ft subsurface storage system. Treated outflow from the underground storage will travel through a small existing lake where it will offset the need for potable water to sustain the lake’s water level. Wetland cells will enhance the aesthetics of the lake and a naturalized stream will connect the lake overflow back to the existing channel.
pg 1 craftwater.com
RESUME
RELEVANT EXPERIENCE
Hydrology and Hydraulic Branch, US Army Corps of Engineers, Los Angeles District // 2017 – 2025
Branch Chief. Managed the Hydrology and Hydraulics Branch responsible for supervising the Reservoir Regulation, Hydraulics and Hydrology & GIS Sections with a total of 35-50 employees. The Los Angeles District covers Southern California that doesn’t drain to the Central Valley, Arizona, and approximately the lower 1/3 of Nevada and serves and protects approximately 330 million people and approximately 10% of the U.S. economy.
Reservoir Regulations Section, US Army Corps of Engineers, Los Angeles District // 2021 – 2022
Section Chief. Managed the Reservoir Regulation Section responsible for managing/operating the District’s dams, updating Water Control Manuals, installing, maintaining measuring equipment and collecting data for the District’s network of precipitation and stream gauges, managing and verifying the District’s precipitation and stream gauge data, Developing and managing the District’s Corps Water Management System (CWMS) network, evaluating and implementing Forecast Informed Reservoir Operations (FIRO) concepts at District Dams where applicable, and managing the Districts UAV (Drone) Program.
Hydraulics Section, US Army Corps of Engineers, Los Angeles District // 2019 – 2021
Section Chief. Managed the Hydraulics Section responsible for Hydraulic analyses and studies supporting reconnaissance and feasibility planning, design, construction, operation & maintenance, project performance evaluation, permitting, regulatory, emergency management and project rehabilitation. The section was also responsible for sediment transport analyses, scour protection design and post fire debris flow analysis and evaluation including nonNewtonion debris flow analyses.
Dam and Levee Safety Section, US Army Corps of Engineers, Los Angeles District // 2011 – 2014
Section Chief. Managed the high-profile Dam & Levee Safety Section responsible for inspecting and evaluating the integrity and reliability of the 16 Corps owned and operated dams, one debris basin and 133 Corps constructed levee systems within the Los Angeles District. The section was responsible for Periodic Inspections and Assessments of the USACE owned dams and all levees that the District had constructed.
Timothy Fairbank PE, MS
Principal Engineer
e/ [email protected]
p/ 714.785.6697
EXPERIENCE
26 years // July 2025
EDUCATION
B.S., Civil Engineering, 1999
M.S., Civil Engineering (Water Resources),
2005
LICENSES & CERTIFICATIONS
Professional Engineer 63844, California,
2002
AREAS OF EXPERTISE
• Hydrology and hydraulics
• Reservoir Operations
• Dam Safety
• Flood Risk Management
• Watershed management
• Strategic planning
• Regulatory compliance
EXPERIENCE SUMMARY
Timothy Fairbank offers national civil engineering and water resource management expert, specializing in hydrology,
hydraulics, reservoir operations, dam safety, and flood risk management. Tim is a proven leader with a strong track record of managing multidisciplinary teams, overseeing complex water infrastructure projects, and coordinating with local, state, and federal agencies. He is adept at technical analysis, project planning, and personnel development.
RESUME
RELEVANT EXPERIENCE
Project Manager.
Project Manager.
Brianna Datti
M.S.
e/ [email protected]
p/ 603.988.6997
EXPERIENCE
8 years
EDUCATION
B.S., Environmental Engineering,
University of Connecticut, 2015
M.S., Civil and Environmental
Engineering, Cornell University, 2017
AREA OF EXPERTISE
Hydrologic and water quality modeling
MS4 permit and TMDL compliance
Water quality data management and
analysis
Watershed management
Water quality monitoring plan
assessments and bioassessments
Fate and transport of sediment, metals,
and nutrients
Lake hydrodynamics
Geospatial analysis
EXPERIENCE SUMMARY
Ms. Datti is the Director of Science and Policy at Craftwater Engineering. Her focus is on technical studies that establish an implementation-based framework for improved water quality and regulatory compliance guided by sound science and engineering. She specializes in right-sized watershed and water quality modeling and analysis as critical tools. She has developed stormwater management and water quality plans throughout southern California to address a variety of impairments, including biological impairments, metals, bacteria, toxic pollutants, sediment, dissolved oxygen, and nutrient enrichment. Her development of accurate watershed models has been used to assess existing and projected climate change conditions for hydrology and water quality and determine resilient best management projects and/or strategies to reach compliance with TMDLs, MS4 permit requirements, and other regulatory conditions. She has led multiple regulatory-based and strategic planning projects which incorporated technical models linked with evaluation of multi-benefits for communities to recommend appropriate target setting and cost-effective implementation actions. Through her work she is knowledgeable on applicable TMDLs, MS4 permits, and the San Diego and Los Angeles Region 303(d) listings and how ever-evolving regulations and scientific guidelines will impact watershed management programs. pg 2
Résumé Brianna Datti, M.S.
Project Manager.
Project Manager.
Project Manager.
Project Manager.
Project Manager.
Scott Eckersall, GISP
Senior GIS Analyst, Principal Consultant
Scott Eckersall is a seasoned geospatial technology
professional with over 30 years of experience as a software developer, consultant, and trainer. He specializes in leveraging Geographic Information Systems (GIS) to address complex challenges in engineering, utilities, transportation, and environmental sectors.
In 2006, Mr. Eckersall founded Eckersall, LLC, an independent GIS consulting firm. Under his leadership, the company has become a trusted provider of innovative GIS solutions across Southern California. He is recognized as an expert in Esri Desktop, Web, and mobile technologies, and is the creator of XY MAPS, a web-based suite of GIS tools widely adopted by municipalities throughout the region.
Scott and his team provide GIS consulting services to LA Metro, numerous Los Angeles County cities, and local
water utilities, delivering customized solutions that enhance spatial data analysis, visualization, and operational efficiency.
Skills
GIS product design, development, customization, system integration, and roadmap for future development
ArcGIS Enterprise setup, configuration, setup,
deployment, and ongoing maintenance
Geocortex site design, development, deployment, and
maintenance to support in-house and public-facing users SQL and Python scripts and associated documentation to QC and merge data sets for production environment
Automated process for incorporating updated property
data into GIS data
GIS layer updates, map service update/tuning, and
troubleshooting
GIS Training: Custom training development and delivery Automated user metrics and logging for increased
awareness of internal and public use of GIS technology
Ad-hoc mapping and data updates for various agencies
EDUCATION
1996/BS/Civil
Engineering/Cal State Los
Angeles
PROFESSIONAL
AFFILIATIONS
Geographic Information
Systems Professional
(GISP) #160964
Tau Beta Pi, the National
Engineering Honor Society
KEY SKILLS
Enterprise GIS
ArcGIS Server Deployment
Geocortex/VertiGIS
ArcGIS Portal / Online
Agile Software Development
Amazon AWS
ESRI and open-source
platforms
Documentation/Training
SQL Server / Postgres
Databases
Advanced Python / SQL
scripting
EXPERIENCE
With ECKERSALL: 18
years
With Other Firms: 12
years
Experience
Eckersall LLC, Chino, CA: From March 2006 – Present, Mr. Eckersall has served as President and Founder. He remains hands-on as a Senior GIS Consultant and Solution Developer. During the past 16 years, Scott has developed and maintains XY MAPS, the firm’s open-source web mapping solution for small municipalities. He has worked with approximately 80 clients on various GIS consulting engagements with increasing value and complexity. He has grown the firm to three full time and two part-time staff, with plans to hire 1-2 more team members in 2022. He consults with many municipalities, water utilities, and other firms.
Mr. Eckersall has worked with ESRI technology in nearly all projects, having handled system design, installation, configuration, testing, troubleshooting, and documenting complex ESRI and Geocortex solutions. These solutions have included hardware, software, and networking. Scott remains active in all software development efforts, from the firm’s new XY MAPS development to many customized ESRI and Geocortex efforts.
ArborPro, Yorba Linda, CA: From August 2002 – February, 2006, Mr. Eckersall designed, developed, and supported the ArborPro software. This solution provides an easy-to-use GIS tool for urban foresters and landscape professionals. Scott continues to consult with ArborPro today, having designed and developed a new cloud based ArborPro. He consults with the firm on a parttime basis, recruiting software and support staff, providing GIS support, running software meetings, and producing product marketing/training materials.
Psomas/DMP, Riverside, CA: From March 1998 – July, 2002, Mr. Eckersall worked as a GIS Programmer, Product Manager and lead software developer for Digital Map Products (DMP).
Mr. Eckersall designed and built CityGIS.com, a suite of GIS productivity tools for a massdeployed user base. He also developed a variety of GIS applications including an award-winning ArcView 3.x Automated Pollutant Loading Model for Los Angeles County Public Works.
Los Angeles County Public Works, Alhambra, CA: From October 1991 – March, 1998, Mr.
Eckersall worked as a Civil Engineering Technician and later Civil Engineering Assistant. He initially prepared construction plans for complex underground storm drain projects. By 1994, he joined the Engineering Systems unit in charge of all CAD and GIS technology implementation and support. He started automating processes by writing custom scripts in CAD and GIS, and managed 200+ UNIX workstations including hardware, software, and networking. He built GIS solutions for street lighting management, catch basin inventories, emergency management, road maintenance, and more.
AWARD PROFESSIONAL SERVICES AGREEMENT FOR
STORMWATER MASTER PLAN, FY 2025/26
PLAN NO. 1376
PUBLIC WORKS
GLENDORA CITY COUNCIL
NOVEMBER 12, 2025
STEPHANIE RYAN, MANAGEMENT ANALYST
BACKGROUND
MEASURE W
• Measure W was passed by Los Angeles County voters in 2018 to fund local stormwater projects through the Safe, Clean Water Program (SCWP). • SCWP provides annual Municipal funds to cities for:
o Stormwater capture and water quality improvements.
o Drainage system maintenance and planning.
• Supports compliance with the MS4 Permit, which requires cities to reduce pollutants in stormwater and urban runoff.
• Glendora uses Measure W revenues to fund projects identified in its Municipal Annual Plan, which includes the development of a Stormwater Master Plan (SMP).
STORMWATER MASTER PLAN
2023-2025 STRATEGIC PLAN
• Improve and maintain the City’s infrastructure and facilities
STORMWATER MASTER PLAN KEY OBJECTIVES
• Map and assess existing storm drain facilities through field inspections and CCTV evaluations. • Conduct H&H modeling to identify capacity issues and flood-prone areas. • Develop CIP recommendations to improve drainage and water quality. • Identify funding opportunities to support compliance, runoff capture, and water-quality goals. • Create SOPs and “How-To” guides for maintenance, monitoring, and updates.
DELIVERABLES
• A GIS-based storm drain inventory linked to construction records, inspection results, and photographs.
• An interactive web map of potential stormwater-quality project opportunities. • H&H models of priority areas prone to flooding.
• CIP list aligned with Measure W and MS4 Permit objectives, as well as funding opportunities through the Safe, Clean Water Program and other funding sources. • Bid Opening on July 17th, 2025.
• Three (3) responsive bids were received.
• Original Bids ranged from $299,934 to
$696,925.
• Revised bids requested to align scope of
project.
• Revised Bids ranged from $341,895 to
$407,437.
• Award to Craftwater Engineering, Inc.
PROJECT AWARD
REVISED BID SUMMARY
Engineering Firm Bid Amount
1 Craftwater Engineering, Inc. $341,895.00
2 Rick Engineering $356,500.00
3 CWE $407,437.00
PROJECT COST
Stormwater Master Plan, FY 25/26, Plan # 1376 Available Budget
Proposed
Expenditures
FY 2024/25 Amended Budget, Project 5723101 $250,000.00
Stormwater Master Plan Project $341,895.00
Contingency 10% $34,190.00
Total
Proposed Expenditures $376,085.00
Appropriation needed from Measure W Fund (250) $126,085.00 RECOMMENDATION:
THAT THE CITY COUNCIL:
1. Award a professional services agreement to Craftwater Engineering, Inc. for the Stormwater Master Plan Project FY 2025/26 (Plan No. 1376) in the amount of $341,895, with a 10% contingency of $34,190, for a total not-to-exceed amount of $376,085;
2. Authorize the Public Works Director or designee to execute any necessary change orders up to 10 percent of the original contract amount;
3. Authorize the City Manager or designee to execute the Agreement, including any minimal and/or non-substantive changes; and
4. Approve a supplemental appropriation from the Measure W Fund (250) in the amount of $126,085 to fully fund the project.