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HomeMy WebLinkAboutRES CC 2022 4132 2022 0921 RESOLUTION NO. 2022-4132 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, RESCINDING RESOLUTION NO. 2013-3249, AND APPROVING THE APRIL 2022 ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS, ESTABLISHING SPEED LIMITS IN ACCORDANCE WITH SAID SURVEY, AND THE POSTING OF SPEED LIMIT SIGNS ON CERTAIN ROADWAY SEGMENTS IDENTIFIED IN SAID SURVEY WHEREAS, in accordance with the requirements of Section 40802 of the California Vehicle Code, engineering and traffic surveys have been conducted on various streets within the City by the City's Consultant Traffic Engineer in accordance with the requirements of the California Vehicle Code, including Section 627 of said Code and the California Department of Transportation Guidelines; and WHEREAS, California Vehicle Code Sections 22357 and 22358 provide the mechanism for local authorities to determine and declare a prima facie speed limit on the basis of an Engineering and Traffic Survey; and WHEREAS, the City retained Hartzog & Grabill, Inc, a traffic engineering firm, who prepared engineering and traffic surveys entitled "Engineering and Traffic Survey for Speed Limits," dated April 2022, which provide the analysis for the actions set forth in this Resolution; and WHEREAS, the Engineering and Traffic Survey for Speed Limits, dated April 2022, is on file with the City Engineer/Public Works Department; and WHEREAS, the City has determined and declared on the basis of the California Vehicle Code and/or taking into consideration the Engineering and Traffic Survey for Speed Limits, dated April 2022, that the speed limits set forth herein are the most reasonable, safe and appropriate for the orderly movement of traffic on the streets or portions of streets as set forth in this Resolution; and NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. Resolution 2013-3249 and all previous resolutions and orders pertaining to and establishing speed limits within the City are rescinded. SECTION 2. The Engineering and Traffic Survey for Speed Limits, dated April 2022, prepared by the City's traffic consultant in cooperation with the City Engineer, on file with the City Engineer/Public Works Department, is hereby approved. SECTION 3. That the designated speed limits determined per the Engineering and Traffic Survey for Speed Limits, dated April 2022, attached here to as Exhibit A, are determined to be safe and appropriate for the orderly movement of traffic. Resolution No. 2022-4132 Page 2 SECTION 4. That the designated speed limits for certain roadway segments shall be per the Engineering and Traffic Survey for Speed Limits, dated April 2022, attached hereto as Exhibit A. SECTION 5. The City Engineer/Public Works Director is hereby directed to replace and/or post new speed limit signs to reflect the approved Engineering and Traffic Survey for Speed Limits, dated April 2022, attached here to as Exhibit A. PASSED AND ADOPTED this 21st day of September2022. 'v.' L-/,( . 2-41/1/1--, ice S. Parvin, Mayor ATTEST: r �ir ildrell10; Ky Span Icr, bity -erk r *11111611) Attachment - Exhibit A, Engineering and Traffic Survey for Speed Limits, April 2022 Resolution No. 2022-4132 Page 3 ATTACHMENT ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS CITY OF MOORPARK APRIL 2022 PREPARED FOR: CITY OF MOORPARK 799 MOORPARK AVENUE MOORPARK, CALIFORNIA 93021 PREPARED BY: HARTZOG& CRABILL,INC. TRAFFIC ENGINEERS 17852 E. 17TH STREET,SUITE 101 TUSTIN,CA 92780 (714)731-9455 Resolution No. 2022-4132 Page 4 TABLE OF CONTENTS PAGE Table of Contents Traffic Engineer's Certification ii Introduction 1 Basic Speed Law 3 Prima Facie Speed Limits 3 Residence District 4 Establishment of Speed Zones 4 Data Collection Procedures 4 Speed Zoning Methodology 5 Speed Zone Survey 5 Local Street Exemptions 6 Other Considerations 6 Radar Collection Time-Frames 7 Analysis Factors 7 Field Review 8 Accident History 8 Results and Recommendations 9 Locations of"No Speed Limit Changes" 9 Support Explanations for "No Speed Limit Changes" 11 Locations of"Residence District" 12 Support Explanations for"Residence District" 13 Locations of"Establish New Speed Limit Postings" 13 Support Explanations for"Establish New Speed Limit Postings" 14 Summary of Recommendations 15 Appendix A-For Each Street Segment in the Survey Data Survey Sheet Radar Speed Distribution Sheet Appendix B—Certification Radar Gun Certification Technician Certification Resolution No. 2022-4132 Page 5 CERTIFICATION I, Gerald Stock, do hereby certify that this Engineering and Traffic Survey for the City of Moorpark was performed under my supervision and is accurate and complete. I certify that I am both experienced in performing surveys of this type and duly registered in the State of California as a professional Traffic Engineer. G ald J. Stock RTE#2049 File:Moorpark Radar Report 2022.doc II Resolution No. 2022-4132 Page 6 CITY OF MOORPARK ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS Introduction In accordance with procedures established by the State of California, this Engineering and Traffic Survey has been developed for the City of Moorpark as the basis for the establishment and enforcement of speed limits for selected streets within the City. The work provided herein was authorized by the City and was performed by the engineering consulting firm of Hartzog & Crabill,Inc. The goal of the review was two-fold. The first was to review new roadway segments to determine if speed limit postings should be recommended. The second involved a determination as to whether changes in pre-existing conditions have occurred where older speed limits should be modified. The requirement to perform Engineering and Traffic surveys for speed limits is based on the California Vehicle Code(CVC). CVC Section 40802 states that at least once every five (5), seven (7), or fourteen(14) years, States and local agencies should re-evaluate non-statutory speed limits on segments of their roadways. Recent changes to the CA MUTCD changed the policy and procedure for setting speed limits in California. Engineering and Traffic Surveys must be performed with the use of radar or other approved electronic devices if the use of radar is to be ti employed to enforce speed limits. If such a survey is not performed within five years (or seven years, or fourteen years as stated previously) of the date of the preceding survey,then the new data and its use will constitute a speed trap. Hence, evidence using such would not be admissible in court. From the Vehicle Code,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) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance under sub-paragraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established pursuant to 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 where enforcement involves the use of radar or other electronic devices that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. (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. 1 Resolution No. 2022-4132 Page 7 (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. (c) (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. The definition of a Traffic and Engineering Survey is contained in Section 627 of the Vehicle Code and is as follows: Engineering and Traffic survey, as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by State and local authorities. An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of the following: (a) Prevailing speeds as determined by traffic engineering measurements. 2 Resolution No. 2022-4132 Page 8 (b) Accident records. (c) Highway, traffic and roadside conditions not readily apparent to the driver. The California Vehicle code has set certain regulations regarding the posting and enforcement of speed zones. These regulations generally reflect the viewpoint that speed zoning should be based on traffic conditions and natural driver behavior and not because of an arbitrary response to a traffic event or occurrence. Therefore, it is important to have a general understanding of the "Basic Speed Law", "Prima Facie Speed Limits" and "Intermediate Speed Zones". Basic Speed Law(CVC 22350) All fifty states base their speed regulations on the Basic Speed Law. In California, CVC 22350 defines the basic speed law as: "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." This law recognizes that driving conditions vary widely from time-to-time and place-to-place and, therefore, no set of fixed driving rules will adequately serve all conditions. The motorist will constantly adjust their driving behavior to fit the conditions encountered, and must learn to do this with a minimum of assistance from the police. The Basic Speed Law is founded on the belief that a majority of motorists are able to modify their driving behavior properly, as long as they are aware of the conditions around them. Prima Facie Speed Limits (CVC 22352) All other speed limits are prima facie limits which, "on the face of it", are reasonable and prudent under normal conditions. The opportunity given to the driver to exceed a prima facie speed limit when it is safe to do so recognizes the fact that any posted speed limit cannot adequately reflect the many different conditions of traffic, weather, visibility, etc., that may be found on the same highway at different times. Certain prima facie limits are automatically established by law (CVC 22352), including a 15 mph limit in alleys, blind intersections, blind railroad crossing, and the 25 mph limit in business and residence districts. There is also a part time 25 mph limit in school zones when children are present in route to or from school. There is also a 25 mph limit 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. Business and residence districts are defined in the Vehicle Code as specific areas meeting a specified minimum density of roadside development. CVC Sections 235 and 515 define these regulations. A count of houses or active businesses facing on a highway must be made to determine whether or not a valid business or residence district exists. The law does not require posting these prima facie limits that are readily apparent. 3 a.. Resolution No. 2022-4132 Page 9 Residence District(CVC 515) A "residence district" is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which 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, or(b) upon both sides of which 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. A residence district may be longer than one-quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists. Establishment of Sneed Zones The reason that speed limit areas and their required postings are done is to guard reasonable drivers from the unreasonable behavior of reckless,unreliable, or otherwise dangerous drivers. As with other similar laws, the limits identified are based on the consensus of the majority of those who drive the highway as to what speed is reasonable and safe. It is this type of information that is reflected in the analysis section of this report. Namely, posted speed limits are a reflection of that speed which most people deem to be safe as opposed to a minority of drivers who do not drive in a reasonable manner. Speed zones are also established to advise of road conditions or hazards that may not be readily apparent to a reasonable driver. For that reason, a field review of related road/traffic variables is conducted which considers the analytical data and accident history of a particular roadway segment to determine a safe and reasonable speed limit. Data Collection Procedures Speed evaluation data was collected at 51 different roadway segments on 29 different roadways in the City of Moorpark. These areas and the number of segments on each are described as follows: 1. Arroyo Drive(1) 16. Meridian Hills Drive(1) 2. Campus Canyon Drive(1) 17. Miller Parkway(2) 3. Campus Park Drive(4) 18. Moorpark Avenue (1) 4. Cedar Springs Street(1) 19. Mountain Meadow Drive (2) 5. Championship Drive(1) 20 Mountain Trail Street(3) 6. Charles Street(1) 21. Peach Hill Road(3) 7. Christian Barrett Road(1) 22. Poindexter Avenue(2) 8. Collins Drive(2) 23. Princeton Avenue(3) 9. Commerce Drive(1) 24. Ridgecrest Drive(1) 10. Condor Drive(1) 25 Second Street(1) 11. Country Hill Road(1) 26. Spring Road(5) 12. Countrywood Drive(1) 27 Tierra Rejada Road(4) 13 Elk Run Loop(1) 28. University Drive(1) 14. Gabbert Road(2) 29. Walnut Creek Road(2) 15. High Street(1) 4 Resolution No. 2022-4132 Page 10 As described in various traffic engineering documents - including information provided by the State of California, the individual locations on which radar data collection procedures used involve considerations for the following: a. Stop sign or traffic signal locations; b_ Visibility issues; c. Traffic flow at intersections, cross-traffic, major driveways, crosswalks,railroad crossings and unusual turning movements; d. The influence of other traffic factors on the speed of cars: such as on street parking, roadway features, adjacent land uses, and lighting. Speed Zoning Methodology The Manual on Uniform Traffic Control Devices, California Supplement (MUTCD CA Supplement) specifies a "short method of determining speed limits on City and County Through Highways, Arterial and Collector Roads Procedures. Introduction- This short method of speed zoning is based on the premise that the reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorist 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,pedestrian traffic in the roadway without sidewalks. Speed Zone Survey - Only one person is required for the fieldwork. Speeds can be read directly from a radar speed meter. - A section of road should be selected with representative operating speeds. If speeds vary on a given road, additional surveys should be conducted. In this case, it may be necessary to establish additional speed zones with different speed limits. - Speed measurements should be taken during off-peak hours on weekdays. The weather should be fair with no unusual conditions prevailing. It is important that the surveyor and his equipment be so inconspicuous as not to affect traffic speeds. For this reason, an unmarked car is recommended, with the radar speed meter located as inconspicuously as possible. It should be placed so as to be able to survey traffic in both directions, and should not make an angle greater than 15 degrees with the roadway center line. - It is desirable to have a minimum sample of 100 automobiles in each survey. This may result in excessive survey periods for low-volume roads. Under these conditions, the survey should be conducted for a minimum of two hours, but in no case should the sample for any survey contain less than 50 automobiles. 5 Resolution No. 2022-4132 Page 11 - The MUTCD with California Supplement states that speed limits are established at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. This speed can be selected directly from the data sheet. However, roadway conditions not readily apparent to the motorist or other roadway conditions that may impact sight distance may result in a further reduction of 5 mph in the recommended speed limit. - As a check on the validity of the proposed speed limit, an analysis should be made of the two- year accident record for the section of roadway under consideration. If this record shows an abnormally high percentage of accidents normally associated with excessive speeds, the proposed speed limit should be further reduced. This is a judgement situation, and will not usually be a factor, - Short speed zones of less than half a mile should be avoided, except in transition areas. - Speed zone changes should be coordinated with changes in roadway conditions or roadway development. - Speed zoning in 5 mile per hour increments should be avoided if possible. A 10-mile per hour increment is preferable. - Speed zoning should be coordinated between adjacent jurisdictions. Local Street Exemptions (CVC 40802) Many streets are designated as "Local" streets per CVC 40802. These streets are exempt from the radar study. Therefore, the speed limit for these streets does not require an Engineering and Traffic Survey. The code is as follows: "For the 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 mile of uninterrupted length. Interruptions shall include traffic control signals as defined in Section 445. (C)Not more than one traffic lane in each direction. With the passage of AB 43 which became effective January 1, 2022 speed limits may be further reduced if located in areas of high pedestrian or bicycle activity as well as residence and business districts and areas of senior activities. Other Considerations Every street should be inspected for unusual traffic, roadway and roadside conditions not readily apparent to a motorist. A check should be made of the adequacy of traffic control devices, roadway alignment, width, surface conditions, accident history and any unique traffic hazards that 6 Resolution No. 2022-4132 Page 12 may exist. Any of these conditions may warrant the selection of a speed lower than the 85th percentile speed for speed zoning. Radar Collection Time-Frames The hours of radar operation were restricted to off-peak periods for heavily traveled streets and to uncongested peak periods on lightly traveled streets. All surveys were conducted in fair weather. The radar unit was mounted at the top of the front dash of an unmarked vehicle with the meter- reading unit sustained inside the vehicle. The radar unit's calibration was checked periodically using a tuning fork. The radar operator and assistant recorded the speed meter readings for each location on Radar Speed Survey Field Sheets included in the appendix of this report. A representative sampling of at least 100 vehicles were surveyed. Analysis Factors Several factors were used as input to our recommendations for speed limits. These include the 85th Percentile,the 10 MPH Pace and others. These are described in detail below. 1. The CRITICAL SPEED, or the 85th percentile, is defined as that speed at or below which 85 percent of the traffic is moving. From experience,traffic engineers have found that this is one of the most reliable factors in determining appropriate speed limits. Hence,the accepted practice, and one that has been used in this case is to set the speed limit at or near the critical speed. This recognizes that other factors could be present where the above may not be appropriate. When this procedure is used, it not only conforms to that required by the State but it also provides a strong base for law enforcement personnel to properly enforce speed limits. 2. The 10 MPH PACE is that continuous 10 mph incremental range of speeds in which the largest number of recorded vehicles is contained. It is a measure of the dispersion of speeds within the sample surveyed. For this element, the accepted practice to the greatest extent possible is to try and keep the recommended speed limit within the 10 mph pace after considering the critical speed and any factors requiring a speed lower than the critical speed. 3. The MEDIAN (MIDDLE) SPEED, or 50th percentile speed, represents the mid-point value within the range of recorded speeds for a particular roadway location. In other words, 50%of the vehicles travel faster than, and 50% travel slower than the median speeds. This value is another measure of the central tendency of the vehicle speed distribution. 4. The 15th PERCENTILE SPEED is that speed at or below which 15% of the vehicles are traveling. This value is important in determining the minimum allowable speed limit, given that the vehicles traveling below this speed tend to obstruct the flow of traffic, thereby increasing the accident potential. 7 Resolution No. 2022-4132 Page 13 5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the distribution. It serves as another useful measure in verifying the correct recommendation for speed limits. 6. STANDARD DEVIATION: This is a mathematical element, which relates to measures of dispersion of data. It is used to assist in describing the center of speed distribution information around the arithmetic mean or the time mean speed. It also is used in the overall review of recommended speed limits and serves to verify the level of confidence of data used in making recommendations. 7. The MEAN (AVERAGE) is the sum of the speeds of the samples divided by the number of samples. The numerical values of the above factors are derived from the speed distribution curves calculated for each survey location. These distribution curves represent a method of graphic analysis that compares the cumulative percentage of vehicles to the speed at which the vehicles are traveling. Field Review In addition to the availability of the above statistical data, a significant aspect of speed limit recommendations is based on the field review. Its importance is that existing conditions may warrant a lower speed than is actually indicated by the application of survey data. Examples of the field data collected for the purposes of analyzing related roadway characteristics as they pertain to the determination of appropriate speed limits are listed below: 1. Segment length, width and alignment 2. Level of pedestrian activity 3. Traffic flow characteristics 4. Vertical and/or horizontal curves. 5. Driver sight distance constraints. 6. Adjacent residential/commercial/industrial etc. zoning. 7. Number of lanes and other channelization/striping factors 8. Frequency of intersections, driveways and on street parking; 9. Location of stop signs, traffic signals, and other regulatory traffic control devices; 10. Roadway conditions, bumps and dips; 11. Obstructions to pedestrian visibility; 12. Land use and proximity of schools; 13. Uniformity and continuity with existing speed zones to/with adjacent jurisdictions; 14. Any other unusual conditions not readily apparent to the driver. The results of the field review of related road/traffic variables are summarized on the Engineering and Traffic Survey forms found in the Appendix of this report. Accident History The Engineering and Traffic Survey forms summarize the available two-year accident information for the subject streets. The accident information includes the total number of accidents within 8 Resolution No. 2022-4132 Page 14 each street segment and of those accidents, the number that are speed-related. This information was obtained from the California Statewide Integrated Traffic Records System (SWITRS) for the City of Moorpark. The annual accident rate figures represent the number of speed-related accidents divided by two years of accident records. The evaluation of accidents is useful as a check on the accuracy of recommended or existing speed limits. Should this review show a high percentage of accidents associated with excessive speeds, then consideration based on professional traffic engineering judgement should be directed toward reducing the posted or recommended speed limit. Results and Recommendations The following Summaries: No Speed Limit Changes, New Speed Limit Postings, Conflicting Speed Postings, Residence District, Speed Limit Increases, Speed Limit Reductions and Summary of Recommendations, present the results of the radar survey for the selected 51 locations. As shown, the Summary of Recommendations chart presents the necessary analysis elements that in addition to the field review of a registered traffic engineer led to the recommendations indicated. Locations of"No Speed Limit Changes" The Summary indicates that 48 of the 51 segments studied are recommended for no speed limit changes. The reason centers mostly on the fact that the newly measured values of the 85th percentile and the 10 MPH pace are still within the parameters of the existing speed limits. Additional factors such as reduced sight distance, higher collision rates and keeping continuity with the speeds of neighboring segments form the basis in some instances of our recommendation. Therefore, the current postings should remain as is. At one location, only one direction of travel is posted and is listed for no change in the speed limit. Hence,the other direction should be posted. These segments noted as"post",as well as the segments recommended for"No Change"are listed below: Arroyo Drive East City Limit to Collins Dr Remain posted at 40 mph Campus Canyon Drive Borges Dr to Collins Dr Remain posted at 30 mph Campus Park Drive Beragan St to Collins Dr Remain posted at 40 mph Collins Dr to Marguette St Remain posted at 40 mph Marguette St to Princeton Ave Remain posted at 45 mph Princeton Ave to West End Remain posted at 35 mph Cedar Springs Street Mountain Trail St to Mountain Meadow Dr Remain posted at 30 mph Championship Drive Walnut Canyon Rd to Grimes Canyon Rd Remain posted at 45 mph Charles Street 9 Resolution No. 2022-4132 Page 15 Moorpark Ave to Hedyland Ct Remain posted at 25 mph Collins Drive University Dr to Campus Park Dr Remain posted at 35 mph Campus Park Dr to Arroyo Dr Remain posted at 35 mph Commerce Drive Poindexter Ave to Gabbert Rd Remain posted at 30 mph Condor Drive Princeton Ave(N)to Princeton Ave (S) Remain posted at 30 mph Country Hill Road Countrywood Dr to Mountain Trail St Remain posted at 30 mph Countrywood Drive Tierra Rejada Rd to Woodhill Dr Remain posted at 35 mph Elk Run Loop Ridgecrest Dr to Spring Rd Remain posted at 35 mph Gabbert Road Elwin Ave to Poindexter Ave Remain posted at 30 mph Poindexter Ave to Los Angeles Ave Remain posted at 40 mph Hiah Street Spring Rd to Moorpark Ave Remain posted at 30 mph Miller Parkway Los Angeles Ave to Peach Hill Rd Remain posted at 40 mph Peach Hill Rd to Tierra Rejada Rd Remain posted at 40 mph Moorpark Avenue Los Angeles Ave to South End Remain posted at 30 mph Mountain Meadow Drive Walnut Creek Rd to Tierra Rejada Rd Remain posted at 30 mph Tierra Rejada Rd to Mountain Trail St Remain posted at 30 mph Mountain Trail Street Walnut Creek Rd to Tierra Rejada Rd Remain posted at 30 mph Tierra Rejada Rd to Mountain Meadow Dr(S) Remain posted at 30 mph Mountain Meadow Dr(S)to Woodhill Dr Remain posted at 30 mph Peach Hill Road Miller Pkwy to Spring Rd Remain posted at 35 mph Spring Rd to Mesa Verde Dr Remain posted at 40 mph 10 Resolution No. 2022-4132 Page 16 Mesa Verde Dr to Tierra Rejada Rd Remain posted at 35 mph Poindexter Avenue Moorpark Ave to Sierra Ave Remain posted at 40 mph Sierra Ave to Gabbert Rd Remain posted at 40 mph Princeton Avenue Campus Park Dr to 118 Freeway(N) Remain posted at 40 mph 118 Freeway(N)to 118 Freeway(S) Remain posted at 40 mph 118 Freeway(S)to Spring Rd Remain posted at 40 mph Ridgecrest Drive Spring Rd to Hightop St Remain posted at 35 mph-Post WB Spring Road Walnut Canyon Rd to Elk Run Loop Remain posted at 45 mph Elk Run Loop to High St Remain posted at 45 mph High St to Los Angeles Ave Remain posted at 40 mph Los Angeles Ave to Peach Hill Rd Remain posted at 45 mph Peach Hill Rd to Tierra Rejada Rd Remain posted at 45 mph Tierra Reiada Road East City Limits to Spring Rd Remain posted at 45 mph Spring Rd to Peach Hill Rd Remain posted at 45 mph Peach Hill Rd to Mountain Trail St Remain posted at 45 mph Mountain Trail St to Los Angeles Ave Remain posted at 45 mph University Drive Griffin Ln to Collins Dr Remain posted at 30 mph Walnut Creek Road Mountain Trail St to Tierra Rejada Rd Remain posted at 30 mph Tierra Rejada Rd to Mountain Meadow Dr Remain posted at 35 mph Support Explanations of"No Speed Limit Chances" The following are support explanations for the roadway segments that the recommended speed limit is 5 mph lower or more than the newly measured 85th percentile speed and the one survey location with only one direction posted and recommended to install speed limit. Campus Canyon Drive Borges Drive to Collins Drive Campus Canyon Drive is a two lane roadway with a 30 mph speed limit. The adjacent land uses include residential (non-fronting) and Campus Canyon Elementary School & Park. Field observations are heavy pedestrian traffic near school and park area, designated bike route, gradual to moderate horizontal-vertical curves, and areas of limited sight distance. The speed data revealed an 85th percentile of 35.4 mph and a 10 mph pace range of 27 to 36 mph. With the areas of limited sight distance, it is recommended that the existing 30 mph be maintained. 11 Resolution No. 2022-4132 Page 17 Cedar Springs Street Mountain Trail Street to Mountain Meadow Drive This section of Cedar Springs Street is a two lane roadway. The posted speed limit is 30 mph. Field observations include the land uses are residential non-fronting and a fire station, the roadway has gradual to moderate horizontal/vertical curves, and areas of limited sight distance. The speed study shows an 85th percentile speed of 35.3 mph and a 10 mph pace range of 27 to 36 mph. With that and the areas of limited sight distance, it is recommended that the existing 30 mph speed limit remain. Collins Drive Campus Park Drive to Arroyo Drive This section of Collins Drive is a four lane roadway that provides access to the 118 freeway. Our field observations include posted speed limit of 35 mph, a 0.25 mile segment with short distances between traffic controls, and has dense traffic at the freeway on and off ramps. The speed survey resulted with an 85th percentile speed of 41.2 mph and a 10 mph pace range of 33 to 42 mph. Although, the speed data may suggest a higher speed, due to traffic activity, distance between signals and keeping consistency with the adjacent segment, it is recommended to maintain the existing 35 mph. Mountain Meadow Drive Tierra Rejada Road to Mountain Trail Street This portion of Mountain Meadow is a two lane roadway. Field notes state that adjacent land use is residential (non-fronting) and Tierra Rejada Park, pedestrian traffic near park, the roadway has various moderate curves including a sweeping "C" curve that changes the travel from east/west to north/south. The sight distance for vehicles entering Mountain Meadow from River Grove Court is approximately 225 feet and the required sight distance for a 35 mph speed limit is 250 feet. Although the speed data shows an 85th percentile speed of 36.4 mph with the areas of limited sight distance,it is recommended that the existing 30 mph speed limit remain. Ridgecrest Drive Spring Road to Hightop Street This portion of Ridgecrest Drive is a four lane roadway. Field observations include no stopping anytime and no shoulders along both sides of roadway, tall-wide trees in the median island block visibility of the driver, gradual horizontal-vertical curves, and areas of limited sight distance. The adjacent land use is solely residential non-fronting to the roadway. The speed survey resulted with an 85th percentile speed of 40.9 mph and a 10 mph pace range of 33 to 42 mph. With that and the areas of limited sight distance, it is recommended that the existing 35 mph speed limit be maintained. Locations of"Residence District" Two roadway segments listed for the 2022 Engineering and Traffic Study fall under the California Vehicle Code 515, "Residence District Speed Limit." Explanations and requirements for 12 Resolution No. 2022-4132 Page 18 Residence District are on Page 2. Due to the high number of single family resident dwellings we recommend maintaining the existing posted speed limits. These roadway segments are listed below: Christian Barrett Road Spring Rd to Peach Hill Rd Establish as Residence District—25 mph Second Street Spring Rd to Moorpark Ave Establish as Residence District—25 mph Support Explanations for"Resident District" Christian Barrett Road Spring Road to Peach Hill Road In 2013, this segment of Christian Barrett Drive was recommended to establish as a Residence District" and no longer needs to be included in future speed studies. Christian Barrett Drive is a two lane residential roadway with heavy on-street parking, and Peach Hill Elementary School and Park at Peach Hill Road. Although the 85th percentile speed is 31.0 mph, the need to retain the CVC defined lower speed is based on (1), 55 single-family dwellings in a 0.47 section between Cedar Pine and South Hampton and, (2) heavy direct access driveways, and(3) heavy pedestrian traffic near elementary school. This segment meets the requirement for the CVC 515 "Residence District". In 2013, this segment of Christian Barrett Drive was established as a Residence District" and no longer needs to be included in future speed studies. Second Street Spring Road to Moorpark Ave Second Street is a two lane residential roadway with heavy on-street parking. The posted speed limit is 25 mph. The need to retain the CVC defined lower speed is based on (1),17 single-family dwellings in a 0.16 mile section between Moorpark Ave and Bard St, and, (2) 27 single-family dwellings in a 0.18 section between Mallard St and Harry St, (3) heavy direct access driveways, and(3)pedestrian activity as a school is nearby. This segment meets the requirement for the CVC 515 "Residence District". This segment no longer needs to be included in future Engineering and Traffic surveys. Locations of"Establish New Speed Limit Postings" One of the fifty-one survey segments is currently unposted. Again,the newly measured values of the 85th percentile speeds and the 10 mph pace range were factors used to make these recommendations. It is noted that for each case, the recommendation to post speed signs is necessary to enhance the enforcement of the recommended safe speed limit. These segments are shown in the Summary of Recommendations beginning on page 14 and are as follows: 13 Resolution No. 2022-4132 Page 19 Meridian Hills Drive West Terminus to Walnut Canyon Rd Install 35 mph Speed Signs Support Explanations for "Establish New Speed Limit Postings" Meridian Hills Drive West Terminus to Walnut Canyon Road Meridian Hills Drive is a two lane divided roadway. Field observations include a residential community non-fronting to the roadway, and gradual to moderate "C" curve, limited sight distance at curve, no shoulders and no stopping anytime, painted bike lanes and no driveway along the roadway. 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C!)Cl CLM MJ O (.90 3 MF- F- Resolution No. 2022-4132 Page 25 APPENDIX A Resolution No. 2022-4132 Page 26 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI ARROYO DRIVETYLIMITET COLLINSDRTE: 22 SURVEY BUENDIA TIME: 9:00 AM - 9:50 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF VILLA ARROYO MOBILE PARK ENT DATE OF SURVEY 2/8/2022 85th PERCENTILE 43.6 MPH 10 MPH PACE 37-46 MPH PERCENT IN PACE 91.2% POSTED SPEED LIMIT 40 MPH 30 MPH &35 MPH (Advisory at Curves) ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,650 LANE CONFIGURATION 1-2 LANES(near Collins WB) / 1 LANE(EB) TRAFFIC CONTROLS STOP-COLLINS CROSSWALKS NONE PEDESTRIAN/BICYCLES NO/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER NARROW ROADWAY/PARALLES FWY AND METRO LINK RxR XING ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 1.31 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of slight) ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS NO/YES STREET LIGHTING YES OTHER SOLID DBL YELLOW CENTERLINE&PAINTED MEDIAN ISLAND DIRT SHOULDERS(WB) ADJACENT LAND USE MOBILE HOME PARK/METRO LINK/PARK-N-RIDE/ 118 FWY RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 3.6 mph of the 85th percentile speed and meets CVC standards. File:Arroyo 2022-01 Resolution No. 2022-4132 Page 27 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 9:00 AM - 9:50 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 x 100.0% 50 X 100.0% 49 X 99.3% 48 X 99.3% 47 X 98.5% 46 X 96.3% }PACE 45 x 92.6% }PACE 44 X 87.5% }PACE 43 x 81.6% }PACE ---85PCT 42 X 71.3% }PACE 41 X 58.8% }PACE 40 X 47.8% }PACE ---MEAN 39 X 33.8% }PACE 38 X 21.3% }PACE 37 x 10.3% }PACE ---15PCT 36 x 5.1% 35 x 2.2% 34 x 0.7% 33 x 0.0% 32 x 0.0% 31 x 0.0% 30 x 0.0% 29 X 0.0% 28 X 0.0% 27 x 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 x 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 46 MPH LOWER LIMIT 10 MPH PACE: 37 MPH 85th PERCENTILE SPEED: 43.6 MPH PERCENT OVER PACE: 3.7 % MEDIAN SPEED: 40.2 MPH PERCENT IN PACE: 91.2 % 15th PERCENTILE SPEED: 37.4 MPH PERCENT UNDER PACE: 5.1 % Arroyo 2022-01 Resolution No. 2022-4132 Page 28 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 9:00 AM - 9:50 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 X 1 0.7% 100.0% 0 0.0% 99.3% X 1 0.7% 99.3% X X X 3 2.2% 98.5% X X X X X 5 3.7% 96.3% 45 X X X X X X X 7 5.1% 92.6% X X X X X X X X 8 5.9% 87.5% X X X X X X X X X X X X X X 14 10.3% 81.6% X X X X X X X X X X X X X X X X X 17 12.5% 71.3% X X X X X X X X X X X X X X X 15 11.0% 58.8% 40 X X X XXX X X X X X X X X X X X X X 19 14.0% 47.8% X X X X X X X X X X X X X X X X X 17, 12.5% 33.8% X X X X X X X X X X X X X X X 15 11.0% 21.3% X X X X X X X 7 5.1% 10.3% X X X X 4 2.9% 5.1% 35 X X 2 1.5% 2.2% X 1 0.7% 0.7% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 136 UPPER LIMIT 10 MPH PACE: 46 MPH LOWER LIMIT 10 MPH PACE: 37 MPH 85th PERCENTILE SPEED: 43.6 MPH PERCENT OVER PACE: 3.7 % MEDIAN SPEED: 40.2 MPH PERCENT IN PACE: 91.2 % 15th PERCENTILE SPEED: 37.4 MPH PERCENT UNDER PACE: 5.1 % Arroyo 2022-01 Resolution No. 2022-4132 Page 29 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI CAMPUS CANYON28 DRIVE BORGES022 R DRIVE EOCOLLINS ENDIA DRIVE TIME: 3:30 PM - 4:20 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF RAINS DATE OF SURVEY 2/8/2022 85th PERCENTILE 35.4 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 79.5 % POSTED SPEED LIMIT 30 MPH /*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,100 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-BORGES/COLLINS CROSSWALKS AT MONROE(sch) PEDESTRIAN/BICYCLES MANY/YES TRUCK TRAFFIC NO ON-STREET PARKING YES(Few) OTHER HEAVY PEDESTRAINS NEAR COLLINS BIKE ROUTE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.48 VERTICAL CURVE GRADUAL-MODERATE UPHILL GRADE (NB) HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of slight) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE / DROPOFF CUTOUT(front of school) NO PARKING TUES 2-4pm STREET SWEEPING ADJACENT LAND USE RESIDENTIAL(non-fronting)/CAMPUS CANYON ELEMENTARY SCH& PARK RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: Campus Canyon Drive is a two lane roadway with a 30 mph speed limit. The adjacent land uses include residential (non- fronting) and Campus Canyon Elementary School & Park. Field observations are heavy pedestrian traffic near school and park area, designated bike route, gradual to moderate horizontal-vertical curves, and areas of limited sight distance. The speed data revealed an 85th percentile of 35.4 mph and a 10 mph pace range of 27 to 36 mph. With the areas of limited sight distance,it is recommended that the existing 30 mph be maintained. '25 mph When Children Present.Scnooi Zone File: Campus Cyn 2022-02 Resolution No. 2022-4132 Page 30 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS CANYON DRIVE BORGES DRIVE TO COLLINS DRIVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 3:30 PM - 4:20 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56, x 100.0% 55 x 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 X 100.0% 40 X 100.0% 39 X 97.4% 38 X 95.7% 37 X 93.2% 36 X 88.9% }PACE 35 x 82.9% }PACE ---85PCT 34 X 77.8% }PACE 33 x 71.8% }PACE 32 X 62.4% }PACE 31 x 53.8% }PACE 30 x 43.6% }PACE ---MEAN 29 x 30.8% }PACE 28 X 23.1% }PACE 27 x 14.5% }PACE ---15PCT 26 x 9.4% 25 x 3.4% 24 X 1.7% 23 X 0.9% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 35.4 MPH PERCENT OVER PACE: 17.1 % MEDIAN SPEED: 30.6 MPH PERCENT IN PACE: 79.5 % 15th PERCENTILE SPEED: 27.1 MPH PERCENT UNDER PACE: 9.4 Campus Cyn 2022-02 Resolution No. 2022-4132 Page 31 RADAR SPEED DISTRIBUTION SHEET HCICI CITY OF MOORPARK CAMPUS CANYON DRIVE BORGES DRIVE TO COLLINS DRIVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 3:30 PM - 4:20 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 X X X 3 2.6% 100.0% X X 2 1.7% 97.4% X X X 3 2.6% 95.7% X X X X X 5 4.3% 93.2% X X X X X X X 7 6.0% 88.9% 35 X X X X X X 6 5.1% 82.9% X X X X X X X 7 6.0% 77.8% X X X X X X X X X X X 11 9.4% 71.8% X X X X X X X X X X 10 8.5% 62.4% X X X X X X X X X X X X 12 10.3% 53.8% 30 X X X X X X+ X X X X X X X X X 15 12.8% 43.6% X X X X X X X X X 9 7.7% 30.8% X X+ X X X X X X X X 10 8.5% 23.1% X X X X X X 6 5.1% 14.5% X X X X X X X 7 6.0% 9.4% 25 X X 2 1.7% 3.4% X 1 0.9% 1.7% X 1 0.9% 0.9% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0 ok 0.0% 15 0.0% TOTAL VEHICLES 117 UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 35.4 MPH PERCENT OVER PACE: 17.1 % MEDIAN SPEED: 30.6 MPH PERCENT IN PACE: 79.5 % 15th PERCENTILE SPEED: 27.1 MPH PERCENT UNDER PACE: 9.4 % Campus Cyn 2022-02 Resolution No. 2022-4132 Page 32 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI CAMPUS PARK ODRIVEDAT SU22 RAGAN VEY BY:ST TO BUENDIA COLLINS R TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF COLLINS DATE OF SURVEY 2/8/2022 85th PERCENTILE 43.0 MPH 10 MPH PACE 36-45 MPH PERCENT IN PACE 83.2 % POSTED SPEED LIMIT 40 MPH/*25 MPH 15 MPH (Advisory at Curve) ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-COLLINS/DELFEN CROSSWALKS AT COLLINS/COLLEGE VIEW/DELFEN PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES(EB Only) HEAVY LEFT TURNS WB ON TO COLLINS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.33 VERTICAL CURVE NONE HORIZONTAL CURVE GRADUAL"C"(at Delfen) / BEND"L"(at Beragan) LATERAL VISIBILITY FAIR ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS PARTIAL/ FEW (WB) - YES/NO(EB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NO SHOULDERS(WB) ADJACENT LAND USE RESIDENTIAL(non-fronting)/GRIFFIN SENIOR PARK/MOORPARK COLLEGE RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Campus Park 2022-03 i Resolution No. 2022-4132 Page 33 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 x 100.0% 55 X 100.0% 54 x 100.0% 53 X 100.0% 52 X 100.0% 51 x 100.0% 50 X 100.0% 49 x 100.0% 48 x 99.1 47 X 98.2% 46 X 97.3% 45 x 94.7% }PACE 44 X 89.4% }PACE 43 X 85.0% }PACE ---85PCT 42 X 80.5% }PACE 41 X 74.3% }PACE 40 X 66.4% }PACE 39 x 54.9% }PACE 38 X 41.6% }PACE ---MEAN 37 X 31.0% }PACE 36 X 18.6% }PACE 35 X 11.5% ---15PCT 34 X 6.2% 33x 1.8% 32 X 0.0% 31 X 0.0% 30 X 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 43.0 MPH PERCENT OVER PACE: 15.0 % MEDIAN SPEED: 38.6 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 35.5 MPH PERCENT UNDER PACE: 11.5 % Campus Park 2022-03 I Resolution No. 2022-4132 Page 34 RADAR SPEED DISTRIBUTION SHEET HCICITY OF P A R K CAMPUS ARK DRIVE BERAGAN ST TO COLLINS DR DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% X 1 0.9% 100.0% X 1 0.9% 99.1% X 1 0.9% 98.2% X X X 3 2.7% 97.3% 45 X X X X X X 6 5.3% 94.7% X X X X X 5 4.4% 89.4% X X X X X 5 4.4% 85.0% X X X X X X X 7 6.2% 80.5% X X X X X X X X X 9 8.0% 74.3% 40 X X X X X X X X X X X X X 13 11.5% 66.4% X X X X X X X X X X X X X X X 15 13.3% 54.9% X X X X X X X X X X X X 12 10.6% 41.6% X X X X X X X X X X X X X X 14 12.4% 31.0% X X X X X X X X 8 7.1% 18.6% 35 X X X X X X 6 5.3% 11.5% X X`X X X 5 4.4% 6.2% X X 2 1.8% 1.8% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 113 UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 43.0 MPH PERCENT OVER PACE: 15.0 % MEDIAN SPEED: 38.6 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 35.5 MPH PERCENT UNDER PACE: 11.5 % Campus Park 2022-03 Resolution No. 2022-4132 Page 35 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST (,l DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 10:50 AM - 11:20 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF COLLINS DATE OF SURVEY 2/8/2022 85th PERCENTILE 41.0 MPH 10 MPH PACE 34-43 MPH PERCENT IN PACE 90.1 POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 4,600 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-COLLINS / STOP-MARQUETTE CROSSWALKS AT COLLINS/MARGUETTE(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.22 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL(F+NF)/COMMERCIAL&GAS STATION (at Collins) RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 1.0 mph of the 85th percentile speed and meets CVC standards. F+NF =FRONTING AND NON-FRONTING File: Campus Park 2022-04 Resolution No- 2022-4132 Page 36 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 10:50 AM - 11:20 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 x 99.2% 44 x 96.7% 43 X 94.2% }PACE 42 X 90.1% }PACE 41 x 85.1% }PACE 40 X 78.5% }PACE ---85PCT 39 X 69.4% }PACE 38 X 57.9% }PACE 37 x 42.1% }PACE ---MEAN 36 X 31.4% }PACE 35 x 22.3% }PACE 34 x 12.4% }PACE ---15PCT 33 x 4.1% 32 X 0.0% 31 X 0.0% 30 X 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 x 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.0 MPH PERCENT OVER PACE: 9.9 % MEDIAN SPEED: 37.5 MPH PERCENT IN PACE: 90.1 % 15th PERCENTILE SPEED: 34.3 MPH PERCENT UNDER PACE: 4.1 % Campus Park 2022-04 Resolution No. 2022-4132 Page 37 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK CAMPUS PARK DRIVE COLLINS DR TO MARQUETTE ST DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 10:50 AM - 11:20 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% X 1 0.8% 100.0% 45 X X X 3 2.5% 992% X X X 3 2.5% 96.7% X X X X X 5 4.1% 94.2% X X X X X X 6 5.0% 90.1% XXXXXXXX 8 6.6% 85.1% 40 X X X X X X X X X X X 11 9.1% 78.5% XXXXXXXXXXXXXX 14 11.6% 69.4% X X X X X X X X X X X X X X X X X X X 19 15.7% 57.9% X X X X X X X X X X X X X 13 10.7% 42.1% X X X X X X X X X -X X 11 9.1% 31.4% 35 X X X X X X X X X X X X 12 9.9% 22.3% X X X X X X X X X X 10 8.3% 12.4% X X X X X 5 4.1% 4.1% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0 0.0% 25 0.0% 0.0% 0.0 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 121 UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.0 MPH PERCENT OVER PACE: 9.9 % MEDIAN SPEED: 37.5 MPH PERCENT IN PACE: 90.1 % 15th PERCENTILE SPEED: 34.3 MPH PERCENT UNDER PACE: 4.1 % • Campus Park 2022-04 Resolution No. 2022-4132 Page 38 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICAMPUS PARK DRIVE MARQUETTE ST TO PRINCETON AVE (mil DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF PENN DATE OF SURVEY 2/8/2022 85th PERCENTILE 47.2 MPH 10 MPH PACE 40-49 MPH PERCENT IN PACE 80.2 % POSTED SPEED LIMIT 45 MPH ELECTRONIC RADAR SPEED FEEDBACK (EB) ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,550 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS STOP-MARQUETTE CROSSWALKS AT MARQUETTE(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC FEW ON-STREET PARKING PARTIAL (Parking EB Penn to Marquette) OTHER NO PARKING ANYTIME(Areas of) NO PARKING 1st-3rd TUES,STREET SWEEPING ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.59 VERTICAL CURVE SLIGHT UPHILL GRADE(WB) HORIZONTAL CURVE GRADUAL"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND BUS STOPS/PAINTED BIKE LANES ADJACENT LAND USE RESIDENTIAL(Non-Fronting) RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards. F+NF =FRONTING AND NON-FRONTING File: Campus Park 2022-05 Resolution No. 2022-4132 Page 39 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS PARK DRIVE MARQUETTE ST TO PRINCETON AVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 x 98.4% 50 x 96.8% 49 x 92.9% }PACE 48 x 88.9% }PACE 47 x 84.1% }PACE ---85PCT 46 x 76.2% }PACE 45 x 65.9% }PACE 44 x 54.0% }PACE 43 x 44.4% }PACE ---MEAN 42 x 37.3% }PACE 41 X 24.6% }PACE 40 x 19.0% }PACE 39 X 12.7% ---15PCT 38 x 8.7% 37 x 4.0% 36 x 1.6% 35 x 0.0% 34 x 0.0% 33 x 0.0% 32 X 0.0% 31 x 0.0% 30 x 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 47.2 MPH PERCENT OVER PACE: 15.9 % MEDIAN SPEED: 43.6 MPH PERCENT IN PACE: 80.2 % 15th PERCENTILE SPEED: 39.4 MPH PERCENT UNDER PACE: 12.7 To Campus Park 2022-05 Resolution No. 2022-4132 Page 40 RADAR SPEED DISTRIBUTION SHEET HCl CITY OF CAMPUS ARK DRIVE P A R K MARQUETTE ST TO PRINCETON AVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% X X 2 1.6% 100.0% X X 2 1.6% 98.4% 50 X X X X X 5 4.0% 96.8% X X X X X 5 4.0% 92.9% X X X X X X 6 4.8% 88.9% X X X X X X X X X X 10 7.9% 84.1% X X X X X X X X X X X X X 13 10.3% 76.2% 45 X X X X X X X X X X X X X X X 15 11.9% 65.9% X X X X X X X X X X X X 12 9.5% 54.0% X X X X X X X X X 9 7.1% 44.4% X X X X X X X X X X X X X X X X 16 12.7% 37.3% X X X X X X X 7 5.6% 24.6% 40 X X X X X X X X 8 6.3% 19.0% X X X X X 5 4.0% 12.7% X X X X X X 6 4.8% 8.7% X X X 3 2.4% 4.0% X X 2 1.6% 1.6% 35 0.0% 0.0% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 126 UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 47.2 MPH PERCENT OVER PACE: 15.9 % MEDIAN SPEED: 43.6 MPH PERCENT IN PACE: 80.2 % 15th PERCENTILE SPEED: 39.4 MPH PERCENT UNDER PACE: 12.7 % Campus Park 2022-05 I war Resolution No. 2022-4132 Page 41 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI CAMPUS PARK SURVEYP22 BY: E. RINCETON AVE TO wENDIAEST ND DATE: (/l TIME: 12:30 PM - 1:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF LOYOLA DATE OF SURVEY 2/8/2022 85th PERCENTILE 37.1 MPH 10 MPH PACE 28- 37 MPH PERCENT IN PACE 82.0 POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 950 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS NONE CROSSWALKS NONE PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.27 VERTICAL CURVE CONSTANT SLIGHT-GRADUAL UPHILL GRADE(WB) HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/ FEW (EB) - PARTIAL/NO(WB) STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE AND PAINTED LEFT MEDIAN ADJACENT LAND USE RESIDENTIAL(non-fronting)/RUSTIC CANYON GOLF COURSE(at end RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is 2.1 mph below the newly measured 85th percentile speed and meets CVC standards. File: Campus Park 2022-06 Resolution No. 2022-4132 Page 42 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS PARK DRIVE PRINCETON BY: E BUE ETON AVE WEST END DATE: TIME: 12:30 PM - 1:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 x 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 100.0% 45 x 99.1% 44 x 99.1% 43 x 98.2% 42 X 97.3% 41 x 96.4% 40 X 94.6% 39 x 92.8% 38 X 88.3% 37 x 84.7% }PACE ---85PCT 36 X 79.3% }PACE 35 x 70.3% }PACE 34 X 58.6% }PACE 33 x 46.8% }PACE ---MEAN 32 X 36.9% }PACE 31 X 30.6% }PACE 30 X 23.4% }PACE 29 X 16.2% }PACE 28 X 9.0% }PACE ---15PCT 27 X 2.7% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 37.1 MPH PERCENT OVER PACE: 15.3 % MEDIAN SPEED: 33.3 MPH PERCENT IN PACE: 82.0 % 15th PERCENTILE SPEED: 28.8 MPH PERCENT UNDER PACE: 2.7 % Campus Park 2022-06 Resolution No. 2022-4132 Page 43 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF P A R K CAMPUS ARK DRIVE PRINCETON AVE TO WEST END DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 12:30 PM - 1:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% X 1 0.9% 100.0% 45 0 0.0% 99.1% X 1 0.9% 99.1% X 1 0.9% 98.2% X 1 0.9% 97.3% X X 2 1.8% 96.4% 40 X X 2 1.8% %94.6 + X X X X X 5 4.5% 92.8% X X X X 4 3.6% 88.3% X X X X X X 6 5.4% 84.7% X X X X X X X X X X 10 9.0% 79.3% 35 X X X X X X X X X X X X X 13 11.7% 70.3% X X X X X X X X X X X X X 13 11.7% 58.6% X X X X X X X X X ,X X 11 9.9% 46.8% X X X X X X X 7 6.3% 36.9% X X X X X X X X 8 7.2% 30.6% 30 X X X X X X X X 8 7.2% 23.4% X X X X X X X X 8 7.2% 16.2% X X X X X X X 7 6.3% 9.0% X X X 3 2.7% 2.7% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 111 UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 37.1 MPH PERCENT OVER PACE: 15.3 % MEDIAN SPEED: 33.3 MPH PERCENT IN PACE: 82.0 % 15th PERCENTILE SPEED: 28.8 MPH PERCENT UNDER PACE: 2.7 % Campus Park 2022-06 ram: Resolution No. 2022-4132 Page 44 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF HONEYBROOK DATE OF SURVEY 2/10/2022 85th PERCENTILE 35.3 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 83.0 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 500 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP- MOUNTAIN TRAIL/MOUNTAIN MEDADOW CROSSWALKS AT MOUNTAIN TRAIL(sch) PEDESTRIAN/BICYCLES FEW /FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.28 VERTICAL CURVE GRADUAL DOWNHILL GRADE(NB) HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE ADJACENT LAND USE RESIDENTIAL(non-fronting)/FIRE STATION RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: This section of Cedar Springs Street is a two lane roadway. The posted speed limit is 30 mph. Field observations include the land uses are residential non-fronting and a fire station, the roadway has gradual to moderate horizontal/vertical curves, and areas of limited sight distance. The speed study shows an 85th percentile speed of 35.3 mph and a 10 mph pace range of 27 to 36 mph. With that and the areas of limited sight distance, it is recommended that the existing 30 mph speed limit remain. *25 mph When Children Present,School Zone File: Cedar 2022-07 v � Resolution No. 2022-4132 Page 45 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 X 100.0% 51 _ X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 X 100.0% 40 X 100.0% 39 x 97.3% 38 X 94.6% 37 X 90.2% 36 x 87.5% }PACE 35 x 83.9% }PACE ---85PCT 34 X 77.7% }PACE 33 x 68.8% }PACE 32 X 58.9% }PACE 31 _ X 46.4% }PACE ---MEAN 30 x 34.8% }PACE 29 x 25.0% }PACE 28 X 16.1% }PACE 27 X 9.8% }PACE ---15PCT 26 X 4.5% 25 X 0.9% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20X - 0.0% 19 x 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 35.3 MPH PERCENT OVER PACE: 16.1 % MEDIAN SPEED: 31.3 MPH PERCENT IN PACE: 83.0 % 15th PERCENTILE SPEED: 27.8 MPH PERCENT UNDER PACE: 4.5 Cedar 2022-07 Resolution No. 2022-4132 Page 46 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK K CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW C DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 X X X 3 2.7% 100.0% X X X 3 2.7% 97.3% X X X X X 5 4.5% 94.6% X X X 3 2.7% 90.2% X X X X 4 3.6% 87.5% 35 X X X X X X X 7 6.3% 83.9% X X X X X X X X X X 10 8.9% 77.7% X X X X X X X X X X X 11 9.8% 68.8% X X X X X X X X X X X X X X 14 12.5% 58.9% X X X X X X X X+ X X X X X 13 11.6% 46.4% 30 X X X X X X X X X X X 11 9.8% 34.8% X X X X X X X X X X 10 8.9% 25.0% X X X X X X X 7 6.3% 16.1% X X X X X X 6 5.4% 9.8% X X X X 4 3.6% 4.5% 25 X 1 0.9% 0.9% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 112 UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 35.3 MPH PERCENT OVER PACE: 16.1 % MEDIAN SPEED: 31.3 MPH PERCENT IN PACE: 83.0 % 15th PERCENTILE SPEED: 27.8 MPH PERCENT UNDER PACE: 4.5 % Cedar2022-07 ■ em Resolution No. 2022-4132 Page 47 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD (mil DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SNEAD DATE OF SURVEY 2/10/2022 85th PERCENTILE 47.7 MPH 10 MPH PACE 38-47 MPH PERCENT IN PACE 72.9 POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,350 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-WALNUT CANYON/COUNTRY CLUB I GRIMES CANYON/AUGUSTA-TREVINO CROSSWALKS AT AUGUSTA-TREVINO PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO(Local Deliveries Only) ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 1.74 VERTICAL CURVE CONSTANT GRADUAL-MODERATE UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES(EB)/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE RADAR SPEED FEEDBACK SIGN (WB) ADJACENT LAND USE RESIDENTIAL(NF)/EQUESTRAIN TRAILS/COUNTRY CLUBHOUSE/GOLF COURSE RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 2.7 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Championship 2022-08 (NF)=Non-Fronting Resolution No. 2022-4132 Page 48 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CHAMPIONSHIP2O20SURVEY gC DRIVE CANYON C. EODGRIMES RD DATE: TIME: 9:00 AM - 10:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 X 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 X 100.0% 54 x 100.0% 53 x 100.0% 52 x 99.2% 51 X 98.4% 50 X 95.3% 49 X 89.9% 48 X 86.0% 47 X 82.9% }PACE ---85PCT 46 X 76.7% }PACE 45 x 71.3% }PACE 44 x 60.5% }PACE 43 X 53.5% }PACE 42 X 45.0% }PACE ---MEAN 41 X 38.0% }PACE 40 X 32.6% }PACE 39 X 23.3% }PACE 38 x 15.5% }PACE 37 x 10.1% ---15PCT 36 x 5.4% 35 x 3.9% 34 X 0.8% 33 X 0.0% 32 X 0.0% 31 x 0.0% 30 x 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 47.7 MPH PERCENT OVER PACE: 17.1 % MEDIAN SPEED: 42.6 MPH PERCENT IN PACE: 72.9 % 15th PERCENTILE SPEED: 37.9 MPH PERCENT UNDER PACE: 10.1 % Championship 2022-08 Resolution No. 2022-4132 Page 49 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 10:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% X 1 0.8% 100.0% X 1 0.8% 99.2% X X X X 4 3.1% 98.4% 50 X X X X X X X 7 5.4% 95.3% X X X X X' 5 3.9%, 89.9% X X X X 4 3.1% 86.0% XXXXXXXX 8 6.2% 82.9% XXXXXXX 7 5.4% 76.7% 45 X X XXX X X X X X X X X X 14 10.9% 71.3% XXXXXXXXX 9 7.0% 60.5% X X X X X X X X X X X 11 8.5% 53.5% X X X X X X X X X 9 7.0% 45.0% X X XXX X X 7 5.4% 38.0% 40 X X X X X X X X X X X X 12 9.3% 32.6% X X X X X X X X X X 10 7.8% 23.3% XXXXXXX 7 5.4% 15.5% X X X X X X 6 4.7% 10.1% X X 2 1.6% 5.4% 35 X X X X 4 3.1% 3.9% X 1 0.8% 0.8% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 129 UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 47.7 MPH PERCENT OVER PACE: 17.1 % MEDIAN SPEED: 42.6 MPH PERCENT IN PACE: 72.9 % 15th PERCENTILE SPEED: 37.9 MPH PERCENT UNDER PACE: 10.1 % Championship 2022-08 Resolution No. 2022-4132 Page 50 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI CHDATAELES�$ O STREET MOORPARK YBY AVE C BUENDIA ND CT TIME: 3:55 PM - 5:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF BARD DATE OF SURVEY 2/8/2022 85th PERCENTILE 28.3 MPH 10 MPH PACE 20-29 MPH PERCENT IN PACE 88.0 % POSTED SPEED LIMIT 25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 950 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING / STOP- MOORPARK/WALNUT CANYON CROSSWALKS AT WALNUT/SPRING PEDESTRIAN/BICYCLES YES/FEW TRUCK TRAFFIC NO ON-STREET PARKING HEAVY OTHER NO PKNG THURS 8am-5pm (STREET SWEEPING) 20 MIN. LOADING ZONE CUTOUT W/YELLOW CURB AT 344 CHARLES WATCH DOWNHILL SPEED SIGNS(WB) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.65 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL AND GRADUAL UPHILL EB EAST OF SPRING HORIZONTAL CURVE SLIGHT-GRADUAL"S" CURVES EAST OF SPRING LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of slight!) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/MANY STREET LIGHTING YES OTHER YELLOW SINGLE DASHED CENTERLINE(W.OF SPRING) COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED ADJACENT LAND USE RESIDENTIAL(facing)/SENIOR LIVING COMPLEX/MAGNOLIA PARK RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 25 mph speed limit is within 3.3 mph of the 85th percentile speed and meets CVC standards. File: Charles 2022-09 Resolution No. 2022-4132 Page 51 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CHARLES STREET MOORPARK AVE TO HEDYLAND CT DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 3:55 PM - 5:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 X 100.0% 52 x 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 100.0% 45 X 100.0% 44 x 100.0% 43 X 100.0% 42 X 100.0% 41 X 100.0% 40 x 100.0% 39 x 100.0% 38 x 100.0% 37 x 100.0% 36 x 100.0% 35 x 100.0% 34 x 100.0% 33 x 100.0% 32 x 97.0% 31 x 96.0% 30 x 93.0% 29 x 92.0% }PACE 28 x 82.0% }PACE ---85PCT 27 x 75.0% }PACE 26 x 64.0% }PACE 25 x 54.0% }PACE 24 x 37.0% }PACE ---MEAN 23 x 25.0% }PACE 22 x 16.0% }PACE 21 x 9.0% }PACE ---15PCT 20 x 6.0% }PACE 19 x 4.0% 18 x 3.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 29 MPH LOWER LIMIT 10 MPH PACE: 20 MPH 85th PERCENTILE SPEED: 28.3 MPH PERCENT OVER PACE: 8.0 % MEDIAN SPEED: 24.8 MPH PERCENT IN PACE: 88.0 % 15th PERCENTILE SPEED: 21.9 MPH PERCENT UNDER PACE: 4.0 % Charles 2022-09 Resolution No. 2022-4132 Page 52 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK CHARLES STREET MOORPARK AVE TO HEDYLAND CT DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 3:55 PM - 5:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% • 100.0% 100.0% 40 100.0 100.0% 100.0% 100.0% 100.0% 35 100.0% 100.0% X X X 3 3.0% 100.0% X 1 1.0% 97.0% X X X 3 3.0% 96.0% 30 X 1 1.0% 93.0% XXXXXXXXXX 10 10.0% 92.0% XXXXXXX 7 7.0% 82.0% XXXXXXXXXXX 11 11.0% 75.0% XXXXXXXXXX 10 10.0% 64.0% 25 XXXXXXXXXXXXXXXXX 17 17.0% 54.0% XXXXXXXXXXXX 12 12.0% 37.0% XXXXXXXXX 9 9.0% 25.0% XXXXXX X 7 7.0% 16.0% X X X 3 3.0% 9.0% 20 X X 2 2.0% 6.0% X 1 1.0% 4.0% X X X 3 3.0% 3.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 100 UPPER LIMIT 10 MPH PACE: 29 MPH LOWER LIMIT 10 MPH PACE: 20 MPH 85th PERCENTILE SPEED: 28.3 MPH PERCENT OVER PACE: 8.0 % MEDIAN SPEED: 24.8 MPH PERCENT IN PACE: 88.0 % 15th PERCENTILE SPEED: 21.9 MPH PERCENT UNDER PACE: 4.0 % Charles 2022-09 Resolution No. 2022-4132 Page 53 ENGINEERING AND TRAFFIC SURVEY J CITY OF MOORPARK HC CHRIE TIAN BARRETTOSURVEY DRIVE R EY BY TO PEACH C. HILL RD CA TIME: 8:30-9:15 AM & 1:00-1:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF CEDAR PINE DATE OF SURVEY 2/12/2022 85th PERCENTILE 31.0 MPH 10 MPH PACE 24-33 MPH PERCENT IN PACE 85.2 % POSTED SPEED LIMIT 25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 850 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP- PEACH HILL/TRAILCREST/N.CEDARPINE/SOUTHHAMPTON/SPRING CROSSWALKS AT PEACH HILL(sch)/TRAILCREST(sch)/N.CEDARPINE (sch) PEDESTRIAN/BICYCLES FEW /FEW TRUCK TRAFFIC NO ON-STREET PARKING YES(heavy) OTHER NO PARKING 1st-3rd TUES,STREET SWEEPING AREAS OF NO PARKING ANYTIME ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.80 VERTICAL CURVE SLIGHT UP-DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER PARTIAL DBL YELLOW CENTERLINE ADJACENT LAND USE RESIDENTIAL/PEACH HILL ELEMENTARY SCHOOL&PARK RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE ESTABLISHED AS"RESIDENCE DISTRICT"CVC 515 IN 2013 ENGINEERING SURVEY JUSTIFICATION: Christian Barrett Drive is a two lane residential roadway with heavy on-street parking, and Peach Hill Elementary School and Park at Peach Hill Road. Although the 85th percentile speed is 31.0 mph, the need to retain the CVC defined lower speed is based on (1), 55 single-family dwellings in a 0.47 section between Cedar Pine and South Hampton and, (2) heavy direct access driveways, and (3) heavy pedestrian traffic near elementary school. This segment meets the requirement for the CVC 515 "Residence District". In 2013, this segment of Christian Barrett Drive was established as a Residence District" and no longer needs to be included in future speed studies. *25 mph When Children Present,School Zone File: Christian Barrett 2013-10 (nf)non-fronting Resolution No. 2022-4132 Page 54 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 8:30- 9:15 AM & 1:00 -1:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 X 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% • 48 x 100.0% 47 x 100.0% 46 X 100.0% 45 X 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 X 100.0% 40 x 100.0% 39 X 100.0% 38 x 100.0% 37 x 100.0% 36 X 98.8% 35 x 97.5% 34 x 95.1% 33 x 93.8% }PACE 32 X 88.9% }PACE 31 x 85.2% }PACE 30 X 80.2% }PACE -- 85PCT 29 X 71.6% }PACE 28 X 61.7% }PACE 27 X 44.4% }PACE ---MEAN 26 x 35.8% }PACE 25 x 27.2% }PACE 24 X 13.6% }PACE ---15PCT 23 X 8.6% 22 X 3.7% 21 X 1.2% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 31.0 MPH PERCENT OVER PACE: 11.1 % MEDIAN SPEED: 27.3 MPH PERCENT IN PACE: 85.2 % 15th PERCENTILE SPEED: 24.1 MPH PERCENT UNDER PACE: 8.6 % Christian Barrett 2013-1( Nib Resolution No. 2022-4132 Page 55 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME9:15 AM & 1:0(- 12:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% 100.0% X 1 1.2% 100.0% X 1 1.2% 98.8% 35 X X 2 2.5% 97.5% X 1 12% 95.1% X X X X 4 4.9% 93.8% X X X 3 3.7% 88.9% X X X X 4 4.9% 85.2% 30 X X X X X X X 7 8.6% 80.2% X X X X X X X X 8 9.9% 71.6% X X X X X X X X X X X X X X 14 17.3% 61.7% X X X X X X X 7 8.6% 44.4% X X X X X X X 7 8.6% 35.8% 25 X X X X X X X X X X X 11 13.6% 272% X X X X 4 4.9% 13.6% X X X X 4 4.9% 8.6% X X 2 2.5% 3.7% X 1 1.2% 1.2% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 81 UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 31.0 MPH PERCENT OVER PACE: 11.1 % MEDIAN SPEED: 27.3 MPH PERCENT IN PACE: 85.2 % 15th PERCENTILE SPEED: 24.1 MPH PERCENT UNDER PACE: 8.6 % Christian Barrett 2013-10 amok Resolution No. 2022-4132 Page 56 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI COLLINS DRIVE UNIVERSITY DR(E BUOEND APUS PARK DR DATE: 2/10/2022 SURVEY TIME: 9:00 AM - 9:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF SHAKESPEAR DATE OF SURVEY 2/10/2022 85th PERCENTILE 39.6 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 89.7 POSTED SPEED LIMIT 35 MPH/*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,400 LANE CONFIGURATION 1 LANE(SB)/2 LANES(NB) TRAFFIC CONTROLS SIGNAL-CAMPUS PARK/118 W B OFF RAMP/UNIVERSITY CROSSWALKS AT CAMPUS PARK/UNIVERSITY PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES SPEED CHECKED BY RADAR SIGNS POSTED ELECTRONIC DIGITAL RADAR SPEED FEEDBACK(SB) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.68 VERTICAL CURVE SLIGHT UPHILL GRADE(NB) HORIZONTAL CURVE MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Many areas of) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND BUS PULL-OUT(SB) ADJACENT LAND USE RESIDENTIAL(NF)/MOORPARK COLLEGE/PARK/GRASS BELTWAY(NB)/CHURCH RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 4.6 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Collins 2022-11 (NF)=Non-Fronting Resolution No. 2022-4132 Page 57 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI COLLINS DRIVE UNIVERSITY DR ( E) TO CAMPUS PARK DF DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 9:00 AM - 9:45 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 X 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 98.3% 43 X 95.7% 42 X 93.1% }PACE 41 x 91.4% }PACE 40 X 87.1% }PACE 39 x 81.9% }PACE ---85PCT 38 x 73.3% }PACE 37 x 63.8% }PACE 36 x 51.7% }PACE 35 x 35.3% }PACE ---MEAN 34 x 21.6% }PACE 33 x 11.2% }PACE ---15PCT 32 x 3.4% 31 x 1.7% 30 x 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 x 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 39.6 MPH PERCENT OVER PACE: 8.6 % MEDIAN SPEED: 35.9 MPH PERCENT IN PACE: 89.7 % 15th PERCENTILE SPEED: 33.4 MPH PERCENT UNDER PACE: 3.4 % Collins 2022-11 Resolution No. 2022-4132 Page 58 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF COLLINS DRIEO O R P A R K UNIVERSITY DR ( E) TO CAMPUS PARK DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 9:00 AM - 9:45 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 X X 2 1.7% 100.0% X X X 3 2.6% 98.3% X X X 3 2.6% 95.7% X X 2 1.7% 93.1 X X X X X 5 4.3% 91.4% 40 X X X X X X 6 5.2% 87.1% X X X X X X X X X X 10 8.6% 81.9% X X X X X X X X X X X 11 9.5% 73.3% X X X X X X X X X X X X X X 14 12.1% 63.8% X X X X X X X X X X X X X X X X X X X 19 16.4% 51.7% 35 X X X X X X X X X X X X X X X X 16 13.8% 35.3% X X X X X X X X X X X X 12 10.3% 21.6% X X X X X X X X X 9 7.8% 11.2% X X 2 1.7% 3.4% X X 2 1.7% 1.7% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 116 UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 39.6 MPH PERCENT OVER PACE: 8.6 % MEDIAN SPEED: 35.9 MPH PERCENT IN PACE: 89.7 % 15th PERCENTILE SPEED: 33.4 MPH PERCENT UNDER PACE: 3.4 Collins 2022-11 Resolution No. 2022-4132 Page 59 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI COLLINS DRIVE CAMPUS PARK DR TO ARROYO DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF CAMPUS PARK DATE OF SURVEY 2/10/2022 85th PERCENTILE 41.2 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 88.0 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 9,000 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-CAMPUS PARK/118 WB OFF&ON RAMPS/ARROYO CROSSWALKS AT CAMPUS PARK PEDESTRIAN/BICYCLES NO/NO TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER SHORT DISTANCE BTWN INTERSECTIONS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.25 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND ADJACENT LAND USE BUSINESS/118 FWY RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: This section of Collins Drive is a four lane roadway that provides access to the 118 freeway. Our field observations include posted speed limit of 35 mph, a 0.25 mile segment with short distances between traffic controls, and has dense traffic at the freeway on and off ramps. The speed survey resulted with an 85th percentile speed of 41.2 mph and a 10 mph pace range of 33 to 42 mph. Although, the speed data may suggest a higher speed, due to traffic activity, distance between signals and keeping consistency with the adjacent segment, it is recommended to maintain the existing 35 mph. '25 mph When Children Present,School Zone File:Collins 2022-12 Resolution No. 2022-4132 Page 60 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI COLLINS DRIVE CAMPUS PARK DR TO ARROYO DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 X 98.3% 43 x 94.9% 42 X 90.6% }PACE 41 x 83.8% }PACE ---85PCT 40 x 77.8% }PACE 39 x 70.1% }PACE 38 X 61.5% }PACE 37 x 52.1% }PACE 36 x 39.3% }PACE - --MEAN 35 x 25.6% }PACE 34 X 15.4% }PACE 33 X 7.7% }PACE ---15PCT 32 X 2.6% 31 X 0.0% 30 x 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.2 MPH PERCENT OVER PACE: 9.4 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 88.0 % 15th PERCENTILE SPEED: 34.0 MPH PERCENT UNDER PACE: 2.6 % Collins 2022-12 Resolution No. 2022-4132 Page 61 RADAR SPEED DISTRIBUTION SHEET HCl CITY OF COLLINS RIVEO O R P A R K CAMPUS PARK DR TO ARROYO DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 9:45 AM - 10:15 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 X X 2 1.7% 100.0% X X X X 4 3.4% 98.3% X X X X X 1 5 4.3% 94.9% XXXXXXXX 8 6.8% 90.6% X X X X X X X 7 6.0% 83.8% 40 X X X X X X X X X 9 7.7% 77.8% X X X X X X X X X X 10 8.5% 70.1% X X X X X X X X X X X 11 9.4% 61.5% X X X X X X X X X X X X X X X 15 12.8% 52.1% X X X X X X X X X X X X X X X X 16 13.7% 39.3% 35 X X X X X X X X X X X X 12 10.3% 25.6% X X X X X X X X X 9 7.7% 15.4%, X X X X X X 6 5.1% 7.7% X X X 3 2.6% 2.6% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 _ 0.0 0.0% 0.0 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 117' UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.2 MPH PERCENT OVER PACE: 9.4 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 88.0 % 15th PERCENTILE SPEED: 34.0 MPH PERCENT UNDER PACE: 2.6 % Collins 2022-12 Resolution No. 2022-4132 Page 62 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICOMMERCE DRIVE POINDEXTER AVE TO GABBERT AVE DATE: 2/7/2022 & 2/10/2022 SURVEY BY: C. BUENDIA TIME: 3:00-4:00 PM & 12:00-12:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF POINDEXTER DATE OF SURVEY 2/7/2022 & 2/10/2022 85th PERCENTILE 31.0 MPH 10 MPH PACE 23- 32 MPH PERCENT IN PACE 87.2 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 800 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-POINDEXTER/GABBERT CROSSWALKS NONE PEDESTRIAN/BICYCLES FEW/NO TRUCK TRAFFIC YES ON-STREET PARKING YES OTHER NO PARKING 10pM-5am(SB) SOME AREAS OF RED CURB ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.36 VERTICAL CURVE NONE HORIZONTAL CURVE GRADUAL"L"SHAPE BEND LATERAL VISIBILITY GOOD (Limited at Bend) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO/MANY STREET LIGHTING YES OTHER ADJACENT LAND USE INDUSTRIAL/BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within m 1.0 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Commerce 2022-13 NF=Non-Fronting Resolution No. 2022-4132 Page 63 RADAR SPEED DISTRIBUTION SHEET 1930 CITY OF MOORPARK HCI p°�20 ERCE& O 2022 DR SURVEYBY: POINDEXTER AVE TO C. BUEND A GABBERT AVE TIME PM & 12:00- 12:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 x 100.0% 41 x 100.0% 40 X 100.0% 39 X 100.0% 38 X 98.8% 37 x 98.8% 36 x 97.7% 35 x 96.5% 34 x 94.2% 33 X 91.9% 32 X 90.7% }PACE 31 X 84.9% }PACE ---85PCT 30 X 74.4% }PACE 29 X 61.6% }PACE 28 X 50.0% }PACE•---MEAN { 27 x 33.7% }PACE 26 x 22.1% }PACE 25 x 17.4% }PACE 24 X 10.5% }PACE ---15PCT 23 x 5.8% }PACE 22 X 3.5% 21 X 3.5% 20 x 2.3% 19 X 1.2% 18 x 1.2% 17 x 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 32 MPH LOWER LIMIT 10 MPH PACE: 23 MPH 85th PERCENTILE SPEED: 31.0 MPH PERCENT OVER PACE: 9.3 % MEDIAN SPEED: 28.0 MPH PERCENT IN PACE: 87.2 % 15th PERCENTILE SPEED: 24.7 MPH PERCENT UNDER PACE: 3.5 % 4/13/1905 Resolution No. 2022-4132 Page 64 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MO COMMERCE DRIVE R P A R K POINDEXTER AVE TO GABBERT AVE DAT /2022 & 2/10/2022 SURVEY BY: C. BUENDIA TIME00 PM & 12:0C- 12:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% X 1 1.2% 100.0% 0 0.0% 98.8% X 1 1.2% 98.8% X 1 1.2% 97.7% 35 X X 2 2.3% 96.5% X X 2 2.3% 94.2% X 1 1.2% 91.9% XXXXX 5 5.8% 90.7% X X XXX X X X X 9 10.5% 84.9% 30 X X XXX X X X X X X 11 12.8% 74.4% X X XXXXX X X X 10 11.6% 61.6% XXXXXXXXXXXXXX 14 16.3% 50.0% X X X X X X X X X X 10 11.6% 33.7% X XXX 4 4.7% 22.1% 25 X X X XXX 6 7.0% 17.4% X X X X 4 4.7% 10.5% X X 2 2.3% 5.8% 0 0.0% 3.5% X 1 1.2% 3.5% 20 X 1 1.2% 2.3% 0 0.0% 1.2% X 1 1.2% 1.2% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 86 UPPER LIMIT 10 MPH PACE: 32 MPH LOWER LIMIT 10 MPH PACE: 23 MPH 85th PERCENTILE SPEED: 31.0 MPH PERCENT OVER PACE: 9.3 % MEDIAN SPEED: 28.0 MPH PERCENT IN PACE: 87.2 % 15th PERCENTILE SPEED: 24.7 MPH PERCENT UNDER PACE: 3.5 cYo Commerce 2022-13 Resolution No. 2022-4132 Page 65 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICONDOR DRIVE PRINCETON AVE (N)TO PRINCETON AVE (S) DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 2:30 AM - 3:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF PRINCETON (N) DATE OF SURVEY 2/10/2022 85th PERCENTILE 32.8 MPH 10 MPH PACE 25- 34 MPH PERCENT IN PACE 76.2 POSTED SPEED LIMIT 30 MPH /`25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,100 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-PRINCETON(N)/STOP-PRINCETON(S) CROSSWALKS AT PRINCETON(N) PEDESTRIAN/BICYCLES YES/NO TRUCK TRAFFIC NO ON-STREET PARKING HEAVY OTHER NO PARKING 10pm-5am NO STREET STRIPING / PEDS WALK ON STREET ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.51 VERTICAL CURVE SLIGHT UP-DOWNHILL GRADES HORIZONTAL CURVE SWEEPING"U" SHAPE CURVE LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO/FEW STREET LIGHTING SWEEPING LOOP THAT CONDOR INTERSECTS WITH PRINCETON TWICE OTHER ADJACENT LAND USE INDUSTRIAL!BUSINESS/SCHOOL(abandoned) RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within m 2.8 mph of the 85th percentile speed and meets CVC standards. *25 mph When Children Present,School Zone File: Condor 2022-14 Resolution No. 2022-4132 Page 66 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI ECONDOR 0202E SURVEY BY: INCON AVE (N) TO PRINCETON AVE (S) DAT TIME: 2:30 AM - 3:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 x 100.0% 57 X 100.0% 56 x 100.0% 551 X 100.0% 54 x 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 X 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 X 100.0% 40 X 100.0% 39 X 100.0% 38 X 100.0% 37 X 98.8% 36 X 97.6% 35 x 96.4% 34 X 90.5% }PACE 33 X 86.9% }PACE 32 X 78.6% }PACE ---85PCT 31 X 72.6% }PACE 30 X 63.1% }PACE 29 X 54.8% }PACE 28 X 46.4% }PACE ---MEAN 27 X 33.3% }PACE 26 X 28.6% }PACE 25 x 22.6% }PACE 24 x 14.3% ---15PCT 23 x 11.9% 22 x 7.1% 21 X 6.0% 20 x 4.8% 19 X 2.4% 18X 1.2% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.8 MPH PERCENT OVER PACE: 9.5 % MEDIAN SPEED: 28.4 MPH PERCENT IN PACE: 76.2 % 15th PERCENTILE SPEED: 24.1 MPH PERCENT UNDER PACE: 14.3 % Condor 2022-14 oilow Resolution No. 2022-4132 Page 67 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK CONDOR DRIVE PRINCETON AVE (N) TO PRINCETON AVE (S) DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 2:30 AM - 3:45 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% X 1 1.2% 100.0% X 1 1.2% 98.8% ' X 1 1.2% 97.6% 35 X X X X X 5 6.0% 96.4% X X X 3 3.6% 90.5% X X X X X X X 7 8.3% 86.9% X X X X X 5 6.0% 78.6% X X X X X X X X 8 9.5% 72.6% 30 X X X X X X X 7 8.3% 63.1 X X X X X X X 7 8.3% 54.8% X X X X X X X X X X X 11 13.1% 46.4% X X X X 4 4.8% 33.3% X X X X X 5 6.0% 28.6% 25 X X X X X X X 7 8.3% 22.6% X X 2 2.4% 14.3% X X X X 4 4.8% 11.9% X 1 1.2% 7.1% X 1 1.2% 6.0% 20 X X 2 2.4% 4.8% X 1 1.2% 2.4% X 1 1.2% 1.2% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 84 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.8 MPH PERCENT OVER PACE: 9.5 % MEDIAN SPEED: 28.4 MPH PERCENT IN PACE: 76.2 % 15th PERCENTILE SPEED: 24.1 MPH PERCENT UNDER PACE: 14.3 % Condor 2022-14 Iamb Resolution No. 2022-4132 Page 68 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICOUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 1:35 PM - 2:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SAGEWOOD DATE OF SURVEY 2/10/2022 85th PERCENTILE 32.1 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 88.6 POSTED SPEED LIMIT 30 MPH /"25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,050 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-MOUNTAIN TRAIL/COUNTRYWOOD CROSSWALKS AT MOUNTAIN TRAIL(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER BIKE LANE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.28 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE SLIGHT-GRADUAL"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE (Areas of slight) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES (at school only) STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE ADJACENT LAND USE RESIDENTIAL(non-fronting)/ARROW WEST ELEMENTARY SCHOOL RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 2.1 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present.Spool Zone File: Countrywood 2022-15 Resolution No. 2022-4132 Page 69 RADAR SPEED DISTRIBUTION SHEET �r CITY OF MOORPARK HCI COUNTRY 0HIIL0L BY:22 SURVEY DRIVE COUNTRYWOOD DR TO MOUNTAINN TRAIL ST DATE: TIME: 1:35 PM - 2:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 x 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 x 100.0% 38 X 100.0% 37 x 100.0% 36 X 100.0% 35 x 96.7% 34 X 93.5% }PACE 33 X 89.4% }PACE 32 x 84.6% }PACE ---85PCT 31 X 76.4% }PACE 30 X 65.9% }PACE 29 x 53.7% }PACE 28 x 39.0% }PACE•- --MEAN 27 X 27.6% }PACE 26 X 19.5% }PACE 25 x 12.2% }PACE ---15PCT 24 x 4.9% 23 x 1.6% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.1 MPH PERCENT OVER PACE: 6.5 % MEDIAN SPEED: 28.8 MPH PERCENT IN PACE: 88.6 % 15th PERCENTILE SPEED: 25.4 MPH PERCENT UNDER PACE: 4.9 % Countrywood 2022-15 Resolution No. 2022-4132 Page 70 RADAR SPEED DISTRIBUTION SHEET HCl COUNTRY HILL P A R K DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 1:35 PM - 2:30 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% 100.0% 100.0% X X X X 4 3.3% 100.0% 35 X X X X 4 3.3% 96.7% X X X X X 5 4.1% 93.5% X X X X X X 6 4.9% 89.4% X X X X X X X X X X 10 8.1% 84.6% X X X X X X X X X X X X X 13 10.6% 76.4% 30 X X X X X X X X X X X X X X X 15 12.2% 65.9% XXXXXXXXXXXXXXXXXX 18 14.6% 53.7% X X X X X X X X X X X X X X 14 11.4% 39.0% X X X X X X X X X X 10 8.1% 27.6% X X X X X X X X X 9 7.3% 19.5% 25 X X X X X X X X X 9 7.3% 12.2% X X X X 4 3.3% 4.9% X X 2 1.6% 1.6% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 123 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.1 MPH PERCENT OVER PACE: 6.5 % MEDIAN SPEED: 28.8 MPH PERCENT IN PACE: 88.6 % 15th PERCENTILE SPEED: 25.4 MPH PERCENT UNDER PACE: 4.9 Vo Countrywood 2022-15 Resolution No. 2022-4132 Page 71 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICOUNTRYWOOD DRIVE TIERRA REJADA RD TO WOODHILL DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 2:40 PM - 3:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF TIMBERDALE DATE OF SURVEY 2/10/2022 85th PERCENTILE 38.9 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 92.7 POSTED SPEED LIMIT 35 MPH /*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,000 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA/STOP-COUNTRYHILL CROSSWALKS AT TIERRA REJADA(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANE / BUS STOP PULL-OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.65 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE ADJACENT LAND USE RESIDENTIAL(non-fronting) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within m 3.9 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Countrywood 2022-16 Resolution No. 2022-4132 Page 72 RADAR SPEED DISTRIBUTION SHEET 1930 CITY OF MOORPARK HCI COUNTRYWOOD DRIVE TIERRA REJADA RD TO WOODHILL DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 2:40 PM - 3:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 99.2% 42 x 98.4% 41 X 96.0% }PACE 40 X 91.9% }PACE 39 X 85.5% }PACE 38 X 78.2% }PACE ---85PCT 37 x 64.5% }PACE 36 x 54.0% }PACE 35 x 41.9% }PACE ---MEAN 34 x 29.8% }PACE 33 x 16.9% }PACE 32 x 9.7% }PACE ---15PCT 31 x 3.2% 30 x 0.8% 29 x 0.0% 28 X 0.0% 27 x 0.0% 26 X 0.0% 25•X 0.0% 24 X 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 38.9 MPH PERCENT OVER PACE: 4.0 % MEDIAN SPEED: 35.7 MPH PERCENT IN PACE: 92.7 % 15th PERCENTILE SPEED: 32.7 MPH PERCENT UNDER PACE: 3.2 % 4/13/1905 Resolution No. 2022-4132 Page 73 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF COUNTRYWOOD DRIVEA R K TIERRA REJADA RD TO WOODHILL DR DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 2:40 PM - 3:45 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% X 1 0.8% 100.0% X 1 0.8% 99.2% X X X 3 2.4% 98.4% X X X X X 5 4.0% 96.0% 40 X X X X X X X X 8 6.5% 91.9% X X X X X X X X X 9 7.3% 85.5% X X X X X X X X X X X X X X X X X 17 13.7% 78.2% X X X X X X X X X X X X X 13 10.5% 64.5% X X X X X X X X X X X X X X X 15 12.1% 54.0% 35 X X X X X X X X X X X X X X X 15 12.1% 41.9% X X X X X X X X X X X X X X X X 16 12.9% 29.8% X X X X X X X X X 9 7.3% 16.9% X X X X X X X X 8 6.5% 9.7% X X X 3 2.4% 3.2% 30 X 1 0.8% 0.8% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% - . 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 124 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 38.9 MPH PERCENT OVER PACE: 4.0 % MEDIAN SPEED: 35.7 MPH PERCENT IN PACE: 92.7 % 15th PERCENTILE SPEED: 32.7 MPH PERCENT UNDER PACE: 3.2 Countrywood 2022-16 Resolution No. 2022-4132 Page 74 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI ELK RUNUN 2/O8 022 RIDSUGECREST BY: DRC BUENDIA TO SPRING ST (,l TIME: 2:20 PM - 3:40 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF TIMBER HOLLOW DATE OF SURVEY 2/8/2022 85th PERCENTILE 38.5 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 86.2 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,250 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/RIDGECREST CROSSWALKS AT SPRING/RIDGECREST PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER BIKE ROUTE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.70 VERTICAL CURVE SLIGHT UPHILL(EB) HORIZONTAL CURVE CONSTANT MODERATE"U"CURVE(Loop) LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER PARTIAL RAISED MEDIAN ISLAND AT SPRING&SOLID DBL YELLOW CENTERLINE COLLECTOR ROADWAY TO GATED COMMUNITY ADJACENT LAND USE RESIDENTIAL(non-fronting) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is 3.5 mph below the 85th percentile speed and meets CVC standards. '25 mph When Children Present.School Zone File: Elk Run 2022-17 amonst Resolution No. 2022-4132 Page 75 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI ELK RUN LOOP RIDGECREST DR TO SPRING ST DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 2:20 PM - 3:40 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 x 99.1% }PACE 40 X 92.2% }PACE 39 x 88.8% }PACE 38 X 81.9% }PACE ---85PCT 37 x 75.9% }PACE 36 x 63.8% }PACE 35 x 55.2% }PACE 34 X 41.4% }PACE ---MEAN 33 x 28.4% }PACE 32 x 19.0% }PACE 31 X 12.9% ---15PCT 30 X 10.3% 29 X 7.8% 28 x 5.2% 27 X 2.6% 26 X 1.7% 25 X 0.9% 24 X 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 38.5 MPH PERCENT OVER PACE: 0.9 % MEDIAN SPEED: 34.6 MPH PERCENT IN PACE: 86.2 % 15th PERCENTILE SPEED: 31.3 MPH PERCENT UNDER PACE: 12.9 Elk Run 2022-17 Resolution No. 2022-4132 Page 76 RADAR SPEED DISTRIBUTION SHEET HCI CITY ELK UNOF LOOP O O R P A R K RIDGECREST DR TO SPRING ST DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 2:20 PM - 3:40 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0%, % 100.0% 100.0% - 100.0% 50 100.0% 100.0%, 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% X 1 0.9% 100.0% X X X X X X X X 8 6.9% 99.1% 40 X X X X 4 3.4% 92.2% X X X X X X X X 8 6.9% 88.8% X X X X X X X 7 6.0% 81.9% X X X X X X X X X X X X X X 14 12.1% 75.9% X X X X X X X X X X 10 8.6% 63.8% 35 X X X X X X X X X X X X X X X X 16 13.8% 55.2% X X X X X X X X X X X X X X X 15 12.9% 41.4% X X X X X X X X X X X 11 9.5% 28.4% X X X X X X X 7 6.0% 19.0% X X X 3 2.6% 12.9% 30 X X X 3 2.6% 10.3% X X X 3 2.6% 7.8% X X X 3 2.6% 5.2% X 1 0.9% 2.6% X 1 0.9% 1.7% 25 X 1 0.9% 0.9% 0.0% 0.0% 0.0% 0.0% 20 _ 0.0% 0.0 0.0% 0.0% 0.0 15 0.0% TOTAL VEHICLES 116 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 38.5 MPH PERCENT OVER PACE: 0.9 % MEDIAN SPEED: 34.6 MPH PERCENT IN PACE: 86.2 % 15th PERCENTILE SPEED: 31.3 MPH PERCENT UNDER PACE: 12.9 Elk Run 2022-17 Resolution No. 2022-4132 Page 77 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI GADATE: 2/9/2022 9 0 AD ELWIN ST TO PO 22 & 2/10/2022 SURVEY BY C. BUENDIAERDR TIME: 4:00-4:40 PM & 4:10-5:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF ELWIN DATE OF SURVEY 2/9/2022 & 85th PERCENTILE 33.7 MPH 10 MPH PACE 27- 36 MPH PERCENT IN PACE 91.5 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 650 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-POINDEXTER CROSSWALKS NONE PEDESTRIAN/BICYCLES NO/NO TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER MANY AREAS OF NO SHOULDERS RxR XING AT POINDEXTER ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.39 VERTICAL CURVE SLIGHT UPHILL GRADE(NB) HORIZONTAL CURVE MODERATE "S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE (entire segment) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS NO/NO STREET LIGHTING NO OTHER VERY NARROW WINDING ROADWAY/DIRT SHOULDERS ADJACENT LAND USE OPEN RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is 3.7 mph below the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Gabbert 2022-18 Resolution No. 2022-4132 Page 78 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCl GABBERT ROAD ELWIN ST TO POINDEXTER RD DA27E/2022 & 2/10/2022 SURVEY BY: C. BUENDIA T ME40 PM & 4:10- 12:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 X 100.0% 45 X 100.0% 44 x 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 X 98.6% 38 X 98.6% 37 X 98.6% 36 X 95.8% }PACE 35 x 93.0% }PACE 34 X 87.3% }PACE 33 x 80.3% }PACE ---85PCT 32 X 64.8% }PACE 31 X 56.3% }PACE 30 x 47.9% }PACE ---MEAN 29 X 29.6% }PACE 28 X 18.3% }PACE 27 x 9.9% }PACE ---15PCT 26 x 4.2% 25 X 2.8% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 x 0.0% 20 x 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 33.7 MPH PERCENT OVER PACE: 4.2 % MEDIAN SPEED: 30.3 MPH PERCENT IN PACE: 91.5 % 15th PERCENTILE SPEED: 27.6 MPH PERCENT UNDER PACE: 4.2 % Gabbert 2022-18 Resolution No. 2022-4132 Page 79 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK GABBERT ROAD ELWIN ST TO POINDEXTER RD DA29/2022 & 2/10/2022 SURVEY BY: C. BUENDIA TIMEt:40 PM & 4:1C- 12:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 X 1 1.4% 100.0% 0 0.0% 98.6% 0 0.0% 98.6% X X 2, 2.8% 98.6% X X 2 2.8% 95.8% 35 X X X X 4 5.6% 93.0% X X X X X 5 7.0% 87.3% X X X X X X X X X X X 11 15.5% 80.3%, X X X X X X 6 8.5% 64.8% X X X X X X 6 8.5% 56.3% 30 X X X X X X X X X X X X X 13 18.3% 47.9% X X X X X X X X 8 11.3% 29.6% X X X X X X 6 8.5% 18.3% X X X X 4 5.6% 9.9% X 1 1.4% 4.2% 25 X X 2 2.8% 2.8% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 71 UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 33.7 MPH PERCENT OVER PACE: 4.2 % MEDIAN SPEED: 30.3 MPH PERCENT IN PACE: 91.5 % 15th PERCENTILE SPEED: 27.6 MPH PERCENT UNDER PACE: 4.2 % Gabbert 2022-18 Resolution No. 2022-4132 Page 80 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIGABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE (mil DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF COMMERCE DATE OF SURVEY 2/9/2022 85th PERCENTILE 40.9 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 77.9 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 4,100 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-LOS ANGELES / STOP-POINDEXTER CROSSWALKS AT LOS ANGELES PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.31 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS NEWLY PAVED SIDEWALKS/DRIVEWAYS YES/FEW(NB) - NO/NO(SB) STREET LIGHTING YES OTHER TWO WAY RPM MEDIAN RxR XING AT POINTDEXTER ADJACENT LAND USE INDUSTRIAL/BUSINESS/SCE FACILITY RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.9 mph of the 85th percentile speed and meets CVC standards. *25 mph When Children Present.School Zone File: Gabbert 202-19 Resolution No. 2022-4132 Page 81 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI GABBERT 9RO02 ROAD PO 2 v EY B DEXTER RD TO LOEN ANGELES AVE DATE:TIME: 11:30 AM - 12:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 99.3% 45 X 98.7% 44 X 96.0% 43 X 93.3% 42 X 90.6% }PACE 41 X 85.9% }PACE 40 X 79.2% }PACE ---85PCT 39 x 69.8% }PACE 38 X 59.1% }PACE 37 x 51.0% }PACE 36 X 39.6% }PACE ---MEAN 35 x 29.5% }PACE 34 X 22.1% }PACE 33 x 17.4% }PACE 32 X 12.8% ---15PCT 31 X 8.7% 30 x 4.0% 29 X 2.0% 28X 1.3% 27 X 0.7% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 40.9 MPH PERCENT OVER PACE: 9.4 % MEDIAN SPEED: 36.9 MPH PERCENT IN PACE: 77.9 % 15th PERCENTILE SPEED: 32.5 MPH PERCENT UNDER PACE: 12.8 % Gabbert 202-19 Resolution No. 2022-4132 Page 82 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF O R P A R K GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:30 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 _ 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% X 1 0.7% 100.0% X _ _ 1 0.7% 99.3% 45 X X X X 4 2.7%, 98.7% X X X X 4 2.7% 96.0% X X X X 4 2.7% 93.3% X X X X X X X 7 4.7% 90.6% X X X X X X X X X X 10 6.7% 85.9% 40 X X X X X X X X X X X X X X 14 9.4% 79.2% X X X X X XX X X X X X X X X X 16 10.7% 69.8% X X X X X X X X X X X X 12 8.1% 59.1% X X X X X X X X X X X X X X X X X 17 11.4% 51.0% X X X X X X X X X X X X X X X 15 10.1% 39.6% 35 X X X X X X X X X X X 11 7.4% 29.5% X X X X X XX 7 4.7% 22.1% X X X X X X' X 7 4.7% 17.4% X X X X X X 6 4.0% 12.8% X X X X X X X 7 4.7% 8.7% 30 X X X 3 2.0% 4.0% X 1 0.7% 2.0% X 1 0.7% 1.3% X 1 0.7% 0.7% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0°%° 20 . 0.0% 0.0% 0.0% 0.0°%o 0.0°/o 15 0.0% TOTAL VEHICLES 149 UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 40.9 MPH PERCENT OVER PACE: 9.4 % MEDIAN SPEED: 36.9 MPH PERCENT IN PACE: 77.9 % 15th PERCENTILE SPEED: 32.5 MPH PERCENT UNDER PACE: 12.8 To Gabbert 202-19 Resolution No. 2022-4132 Page 83 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HC1T HIGH STREETDATE: 2022 SURVEY BYST : EN MOORPARKC. g DAAVE TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SPRING DATE OF SURVEY 2/8/2022 85th PERCENTILE 34.4 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 81.5 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 900 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/MOORPARK CROSSWALKS AT SPRING/MOORPARK PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING YES OTHER PAINTED BIKE LANES AREAS OF RED CURB / 2 HOUR PKNG 6am-6pm ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.42 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE BUS STOPS ADJACENT LAND USE DOWNTOWN SHOPS(dense)/RESTUARANTS/FIRE STATION/BUSINESS RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph is within 4.4 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: High 2022-20 Resolution No. 2022-4132 Page 84 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI HIGH STREET SPRING ST TO MOORPARK AVE DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 x 100.0% 55 X 100.0% 54 x 100.0% 53 X 100.0% 52 x 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 x 100.0% 38 X 98.1% 37 x 96.9% 36 X 91.4% 35 x 87.7% 34 x 83.3% }PACE ---85PCT 33 x 73.5% }PACE 32 X 63.6% }PACE 31 X 53.1% }PACE 30 X 43.8% }PACE - --MEAN 29 X 30.2% }PACE 28 X 21.0% }PACE 27 X 16.0% }PACE 26 X 12.3% }PACE ---15PCT 25 x 7.4% }PACE 24X 1.9% 23 X 0.6% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 34.4 MPH PERCENT OVER PACE: 16.7 % MEDIAN SPEED: 30.7 MPH PERCENT IN PACE: 81.5 % 15th PERCENTILE SPEED: 26.7 MPH PERCENT UNDER PACE: 1.9 % High 2022-20 Resolution No. 2022-4132 Page 85 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK HIGH STREET SPRING ST TO MOORPARK AVE DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 11:25 AM - 12:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% - 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% X X X 3 1.9% 100.0% X X 2 1.2% 98.1% XXXXXXXXX 9 5.6% 96.9% X X X X X X 6 3.7% 91.4% 35 X X X X X X X 7 4.3% 87.7% X X X X X X X X X X X X X X X X 16 9.9% 83.3% XXXXXXXXXXXXXXXX 16 9.9% 73.5% X X X X X XX X X X X X X X X X X 17 10.5% 63.6% X X X X X X X X X X X X X X X 15 9.3% 53.1% 30 X X X X X X X X X X X X X X X X X X X• X X X 22 13.6% 43.8% X X X X X X X X X X X X X X X 15 9.3% 30.2% X X X X X X X X 8 4.9% 21.0% X X X X X X 6 3.7% 16.0% X X X X X X X X 8 4.9% 12.3% 25 X X X X X X X X X 9 5.6% 7.4% X X 2 1.2% 1.9% X 1 0.6% 0.6% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 162 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 34.4 MPH PERCENT OVER PACE: 16.7 % MEDIAN SPEED: 30.7 MPH PERCENT IN PACE: 81.5 % 15th PERCENTILE SPEED: 26.7 MPH PERCENT UNDER PACE: 1.9 High 2022-20 Resolution No. 2022-4132 Page 86 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI MERIDIAN HILLSSS DRIVE 22 WEST BY: TERMINUS TO E B WALNUT CANYON RD DATE: TIME: 3:55 PM - 4:50 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF WALNUT CANYON DATE OF SURVEY 2/10/2022 85th PERCENTILE 41.9 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 76.0 % POSTED SPEED LIMIT NOT POSTED ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,600 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-WALNUT CANYON CROSSWALKS AT WALNUT CANYON PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER BUS STOP CUT-OUTS NO SHOULDERS / PAINTED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.59 VERTICAL CURVE SLIGHT-GRADUAL UPHILL/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"C"CURVE LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL(non-fronting Gated Communities) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE POST&ESTABLISH 35 MPH JUSTIFICATION: Meridian Hills Drive is a two lane divided roadway. Field observations include a residential community non-fronting to the roadway, and gradual to moderate "C" curve, limited sight distance at curve, no shoulders and no stopping anytime, painted bike lanes and no driveway along the roadway. The speed survey results show an 85th percentile speed of 41.9 mph and a 10 mph pace range of 33 to 42 mph. Although, the speed data may suggest a higher speed but with the area of limited sight distance, it is recommended that a 35 mph speed limit be established for this area. '25 mph When Children Present,School Zone File: Meridian Hills 2022-21 Resolution No. 2022-4132 Page 87 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RD DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 3:55 PM - 4:50 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 x 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 99.2% 47 x 98.4% 46 X 96.8% 45 x 95.2% 44 X 92.8% 43 x 90.4% 42 x 85.6% }PACE 41 x 80.8% }PACE ---85PCT 40 X 72.8% }PACE 39 X 65.6% }PACE 38 x 59.2% }PACE 37 x 52.0% }PACE 36 x 44.0% }PACE•---MEAN 35 x 33.6% }PACE 34 X 24.0% }PACE 33 x 16.8% }PACE 32 x 9.6% ---15PCT 31 x 8.8% 30 X 4.8% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X _ 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.9 MPH PERCENT OVER PACE: 14.4 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 76.0 % 15th PERCENTILE SPEED: 32.8 MPH PERCENT UNDER PACE: 9.6 % Meridian Hills 2022-21 Resolution No. 2022-4132 Page 88 RADAR SPEED DISTRIBUTION SHEET HCI OF MERIDIAN HILLS M O RRE A R K WEST TERMINUS TO WALNUT CANYON RD DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 3:55 PM - 4:50 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% X 1 0.8% 100.0% X 1 0.8% 99.2% X X 2 1.6% 98.4% X X 2 1.6% 96.8% 45 X X X 3 2.4% 95.2% X X X 3 2.4% 92.8% X X X X X X 6 4.8% 90.4% X X X X X X 6 4.8% 85.6% X X X X X X X X X X 10 8.0% 80.8% 40 X X X X X X X X X 9 7.2% 72.8% X X X X X X X X 8 6.4% 65.6% X X X X X X X X X 9 7.2% 59.2% XXXXXXXXXX 10 8.0% 52.0% XXXXXXXXXXXXX 13 10.4% 44.0% 35 X X X X X X X X X X X X 12 9.6% 33.6% X X X X X X X X X 9 72% 24.0% X X X X X X X X X 9 7.2% 16.8% X 1 0.8% 9.6% X X X X X 5 4.0% 8.8% 30 X X X X X X 6, 4.8% 4.8% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 125 UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.9 MPH PERCENT OVER PACE: 14.4 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 76.0 % 15th PERCENTILE SPEED: 32.8 MPH PERCENT UNDER PACE: 9.6 Meridian Hills 2022-21 Resolution No. 2022-4132 Page 89 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 1:20 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF SOUTH FORK DATE OF SURVEY 2/9/2022 85th PERCENTILE 41.4 MPH 10 MPH PACE 34-43 MPH PERCENT IN PACE 78.5 % POSTED SPEED LIMIT 40 MPH *25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 4,500 LANE CONFIGURATION 1 LANE/2 LANES(Patriot to Los Angles) TRAFFIC CONTROLS SIGNAL-LOS ANGELES/PEACH HILL/PATRIOT CROSSWALKS AT LOS ANGELES/PEACH HILL(sch)/PATRIOT PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES BUS CUT OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.74 VERTICAL CURVE GRADUAL-MODERATE UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NO SHOULDERS / WATCH DOWNHILL SPEED(NB) ADJACENT LAND USE RESIDENTIAL(nf)/MESA VERDE MIDDLE SCH/SPORTS COMPLEX/COMMERCIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 1.4 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Miller 2022-22 Resolution No. 2022-4132 Page 90 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 1:20 PM - 2:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 X 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 98.8% 44 X 96.5% 43 X 95.3% }PACE 42 X 88.4% }PACE 41 X 82.6% }PACE ---85PCT 40 X 78.5% }PACE 39 X 70.9% }PACE 38 X 62.8% }PACE 37 X 51.7% }PACE 36 X 41.3% }PACE ---MEAN 35 x 34.3% }PACE 34 X 24.4% }PACE 33 X 16.9% 32 x 12.8% ---15PCT 31 X 9.3% 30 x 5.2% 29 X 2.9% 28 X 2.3% 27X 1.2% 26 x 0.6% 25 x 0.0% 24 x 0.0% 23 X 0.0% 22 x 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.4 MPH PERCENT OVER PACE: 4.7 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 78.5 % 15th PERCENTILE SPEED: 32.5 MPH PERCENT UNDER PACE: 16.9 Miller 2022-22 Resolution No. 2022-4132 Page 91 RADAR SPEED DISTRIBUTION SHEET HCl MILLERIO O R P A R K PARKWAY LOS ANGELES AVE TO PEACH HILL RD DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 1:20 PM - 2:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% • 100.0% 50 100.0% 100.0% 100.0% 100.0% X X 2 1.2%, 100.0% 45 X X X X 4 2.3% 98.8% X X 2 1.2% 96.5% X X X X X X X X X X X X 12 7.0% 95.3% XXXXXXXXXX 10 5.8% 88.4% X X X X X X X 7 4.1% 82.6% 40 X X X X X X X X X X X X X 13 7.6% 78.5% X X X X X X X X X X X X X X 14 8.1% 70.9% X X X X X X X X X X X X X X X X X X X 19 11.0% 62.8% X X X X X X X X X X X X X X X X X X 18 10.5% 51.7% X X X X X+ X X X X X X X 12 7.0% 41.3% 35 X X X X X X X X X X X X X X X X X 17 9.9% 34.3% X X X X X X X X X X X X X 13 7.6% 24.4% X X X X X X X 7 4.1% 16.9% X X X X X X 6 3.5% 12.8% X X X X X X X 7 4.1% 9.3% 30 X X X X 4 2.3% 5.2% X 1 0.6% 2.9% X X 2 1.2% 2.3% X 1 0.6% 1.2% X 1 0.6% 0.6% 25 0.0% 0.0% 0.0% • 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 172 UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.4 MPH PERCENT OVER PACE: 4.7 % MEDIAN SPEED: 36.8 MPH PERCENT IN PACE: 78.5 % 15th PERCENTILE SPEED: 32.5 MPH PERCENT UNDER PACE: 16.9 % Miller 2022-22 Resolution No. 2022-4132 Page 92 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD DATE: 2/11/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF MAYA CIR DATE OF SURVEY 2/11/2022 85th PERCENTILE 42.2 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 77.6 % POSTED SPEED LIMIT 40 MPH *25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 1.72 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,700 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL- PEACH HILL/TIERRA REJADA CROSSWALKS AT PEACH HILL(sch)/TIERRA REJADA PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES BUS CUT OUTS / "WATCH DOWNHILL SPEED"SIGN ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.43 VERTICAL CURVE CONSTANT GRADUAL-MODERATE UPHILL/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE (areas of) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NO SHOULDERS ADJACENT LAND USE RESIDENTIAL(non-fronting) RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Miller 2022-23 Resolution No. 2022-4132 Page 93 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD DATE: 2/11/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 98.5% 46 X 97.8% 45 x 96.3% 44 x 92.5% 43 X 88.8% 42 X 84.3% ---85PCT 41 X 81.3% }PACE 40 X 72.4% }PACE 39 x 61.9% }PACE 38 X 55.2% }PACE 37 x 47.8% }PACE•---MEAN 36 x 42.5% }PACE 35 x 29.9% }PACE 34 x 19.4% }PACE 33 x 12.7% }PACE ---15PCT 32 x 9.7% }PACE 31 x 3.7% 30 x 0.7% 29 x 0.7% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 42.2 MPH PERCENT OVER PACE: 18.7 % MEDIAN SPEED: 37.3 MPH PERCENT IN PACE: 77.6 % 15th PERCENTILE SPEED: 33.3 MPH PERCENT UNDER PACE: 3.7 Miller 2022-23 Resolution No. 2022-4132 Page 94 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD DATE: 2/11/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:30 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% X X 2 1.5% 100.0% X 1 0.7% 98.5% X X 2 1.5% 97.8% 45 X X X X X 5 3.7% 96.3% X X X X X 5 3.7% 92.5% X X X X X X 6 4.5% 88.8% X X X X 4 3.0% 84.3% X X X X X X X X X X X X 12 9.0% 81.3% 40 X X X X X X X X X X X X X X 14 10.4% 72.4% X X X X X X X X X 9 6.7% 61.9% X X X X X X X X X X 10 7.5% 55.2% X X X X X X X 7 5.2% 47.8% X X X X X X X X X X X X X X X X X 17 12.7% 42.5% 35 X X X X X X X X X X X X X X 14 10.4% 29.9% X X X X X X X X X 9 6.7% 19.4% X X X X 4 3.0% 12.7% X X X X X X X X 8 6.0% 9.7% X X X X 4 3.0% 3.7% 30 0 0.0% 0.7% X 1 0.7% 0.7% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0 0.0% 0.0% 15 0.0% TOTAL VEHICLES 134 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 42.2 MPH PERCENT OVER PACE: 18.7 % MEDIAN SPEED: 37.3 MPH PERCENT IN PACE: 77.6 % 15th PERCENTILE SPEED: 33.3 MPH PERCENT UNDER PACE: 3.7 Miller 2022-23 Resolution No. 2022-4132 Page 95 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOORPARK AVENUE LOS ANGELES AVE TO SOUTH END DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 1:30 AM - 2:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF PARK CTR DATE OF SURVEY 2/10/2022 85th PERCENTILE 33.0 MPH 10 MPH PACE 24-33 MPH PERCENT IN PACE 83.2 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 600 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-LOS ANGELES CROSSWALKS AT LOS ANGELES(sch) PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER HEAVY TURNS INTO SHOPPING NEAR LOS ANGELES BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.28 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND/DBL YELLOW ADJACENT LAND USE APARTMENTS/COMMERCIAL(at Los Angeles) RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards. File: Moorpark 2022-24 Resolution No. 2022-4132 Page 96 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOORPARK 2 RK AVENUE02 SURVEY OS B ANGELES AVE BU ENDIA A ODUTH END DATE: TIME: 1:30 AM - 2:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 x 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 X 100.0% 40 X 99.2% 39 X 98.3% 38 X 97.5% 37 X 94.1% 36 x 93.3% 35 X 92.4% 34 X 89.1 33 X 84.9% }PACE ---85PCT 32 x 83.2% }PACE 31 X 79.8% }PACE 30 x 74.8% }PACE 29 X 67.2% }PACE 28 X 60.5% }PACE 27 X 50.4% }PACE 26 X 37.0% }PACE ---MEAN 25 x 21.0% }PACE 24 x 10.1% }PACE ---15PCT 23 x 1.7% 22 x 0.8% 21 X 0.0% 20 x 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 33.0 MPH PERCENT OVER PACE: 15.1 % MEDIAN SPEED: 27.0 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 24.5 MPH PERCENT UNDER PACE: 1.7 Moorpark 2022-24 Resolution No. 2022-4132 Page 97 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 1:30 AM - 2:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% X 1 0.8% 100.0% 40 X 1 0.8% 99.2% X 1 0.8% 98.3% X X X X 4 3.4% 97.5% X 1 0.8% 94.1% X 1 0.8% 93.3% 35 X X X X 4 3.4% 92.4% X X X X X 5 4.2% 89.1 X X 2 1.7% 84.9% X X X X 4 3.4% 83.2% X X X X X X 6 5.0% 79.8%, 30 X X X X X X X X X 9 7.6% 74.8% X X X X X X X X 8 6.7% 67.2% X X X X X X X X X X X X 12 10.1% 60.5% X X X X X X X X X X X X X X X X 16 13.4% 50.4% X X X X X X X X X X X X X X X X X X X 19 16.0% 37.0% 25 X X X X X X X X X X X X X 13 10.9% 21.0% X X X X X X X X X X 10 8.4% 10.1% X 1 0.8% 1.7% X 1 0.8% 0.8% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 119 UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 33.0 MPH PERCENT OVER PACE: 15.1 % MEDIAN SPEED: 27.0 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 24.5 MPH PERCENT UNDER PACE: 1.7 Moorpark 2022-24 Resolution No. 2022-4132 Page 98 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOUNTAIN MEADOW DRIVE WALNUT CREEK/MTN TRAIL TO TIERRA REJADA RD DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 4:15 PM - 5:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF TIERRA REJADA DATE OF SURVEY 2/9/2022 85th PERCENTILE 33.2 MPH 10 MPH PACE 25- 34 MPH PERCENT IN PACE 89.0 % POSTED SPEED LIMIT 30 MPH/*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 8.90 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 700 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA I STOP-MOUNTAIN TRAIL CROSSWALKS AT TIERRA REJADA(sch)/MOUNTAIN TRAIL(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING YES(at School &Park) OTHER NO PARKING ANYTIME 10pm-6am(Eastside) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.22 VERTICAL CURVE SLIGHT UPHILL/DOWNHILL GRADES HORIZONTAL CURVE SIGHT"S"CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER 5 MIN PARKING MON-FRI 7am-4pm at Meadows Park ADJACENT LAND USE RESIDENTIAL(non-fronting)/MOUNTAIN MEADOW ELEMENTARY SCHOOL&PARK RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 3.2 mph of the 85th percentile speed and meets CVC standards. *25 mph When Children Present,School Zone File: Mountain Meadow 2022-25 Resolution No. 2022-4132 Page 99 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN E /M022 SURVEY BY: DOW DRIVE CREEK/ MTN TRAIL LU O TIERRA REJADA IA TIME: 4:15 PM - 5:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 x 100.0% 50 X 100.0% 49 X 100.0% 48 x 100.0% 47 X 100.0% 46 x 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 x 100.0% 38 X 100.0% 37 X 98.3% 36 X 95.8% 35 X 94.1 34 X 89.8% }PACE 33 X 83.9% }PACE ---85PCT 32 X 75.4% }PACE 31 X 65.3% }PACE 30 X 53.4% }PACE 29 X 38.1% }PACE•---MEAN 28 X 28.0% }PACE 27 X 17.8% }PACE 26 X 11.9% }PACE ---15PCT 25 X 5.9% }PACE 24 x 0.8% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 33.2 MPH PERCENT OVER PACE: 10.2 % MEDIAN SPEED: 29.8 MPH PERCENT IN PACE: 89.0 % 15th PERCENTILE SPEED: 26.5 MPH PERCENT UNDER PACE: 0.8 Mountain Meadow 2022-25 Resolution No. 2022-4132 Page 100 RADAR SPEED DISTRIBUTION SHEET HCICI CITY OF MOORPARK MOUNTAIN MEADOW DRIVE WALNUT CREEK/ MTN TRAIL TO TIERRA REJA[ DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 4:15 PM - 5:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% X X 2 1.7% 100.0% X X X 3 2.5% 98.3% X X 2 1.7% 95.8% 35 X X X X X 5 42% 94.1% X X X X X X X 7 5.9% 89.8% X X X X X X X X X X 10 8.5% 83.9% X X X X X X X X X X X X 12 10.2% 75.4% X X X X X X X X X X X X X X 14 11.9% 65.3% 30 X X X X X X X X X X X X X X X X X X 18 15.3% 53.4% X X X X X X X X X X X X 12 10.2% 38.1% X X X X X X X X X X X X 12 10.2% 28.0% X X X X X X X 7 5.9% 17.8% X X X X X X X 7 5.9% 11.9% 25 X X X X X X 6 5.1% 5.9% X 1 0.8% 0.8% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0 0.0% 0.0% 15 0.0% TOTAL VEHICLES 118 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 33.2 MPH PERCENT OVER PACE: 10.2 % MEDIAN SPEED: 29.8 MPH PERCENT IN PACE: 89.0 % 15th PERCENTILE SPEED: 26.5 MPH PERCENT UNDER PACE: 0.8 % Mountain Meadow 2022-25 Resolution No. 2022-4132 Page 101 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 3:20 PM - 4:10 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF ALDERGROVE DATE OF SURVEY 2/9/2022 85th PERCENTILE 36.4 MPH 10 MPH PACE 29-38 MPH PERCENT IN PACE 83.5 POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,950 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-MOUNTAIN TRAIL CROSSWALKS AT TIERRA REJADA(sch)/MOUNTAIN TRAIL(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES / BUS STOPS PEDESTRIAN TRAFFIC AT PARK ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.43 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES/SWEEPING"C" (S.of Walnut Creek) LATERAL VISIBILITY LIMITED SIGHT DISTANCE(many areas of) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE ADJACENT LAND USE RESIDENTIAL(non-fronting)/TIERRA REJADA PARK RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: This portion of Mountain Meadow is a two lane roadway. Field notes state that adjacent land use is residential (non-fronting) and Tierra Rejada Park, pedestrian traffic near park,the roadway has various moderate curves including a sweeping"C"curve that changes the travel from east/west to north/south. The sight distance for vehicles entering Mountain Meadow from River Grove Court is approximately 225 feet and the required sight distance for a 35 mph speed limit is 250 feet. Although the speed data shows an 85th percentile speed of 36.4 mph with the areas of limited sight distance,it is recommended that the existing 30 mph speed limit remain. *25 mph When Children Present.School Zone File: Mountain Meadow 2022-26 Resolution No. 2022-4132 Page 102 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 3:20 PM - 4:10 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 X 100.0% 45 x 100.0% 44 X 100.0% 43 x 100.0% 42 X 100.0% 41 X 99.0% 40 x 99.0% 39 X 96.1% 38 X 93.2% }PACE 37 x 89.3% }PACE 36 X 82.5% }PACE ---85PCT 35 X 70.9% }PACE 34 X 602% }PACE 33 X 50.5% }PACE 32 X 40.8% }PACE ---MEAN 31 X 30.1% }PACE 30 X 21.4% }PACE 29 X 13.6% }PACE ---15PCT 28 X 9.7% 27 x 5.8% 26 x 3.9% 25 X 1.9% 24 X 0.0% 23 x 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 38 MPH LOWER LIMIT 10 MPH PACE: 29 MPH 85th PERCENTILE SPEED: 36.4 MPH PERCENT OVER PACE: 10.7 % MEDIAN SPEED: 33.0 MPH PERCENT IN PACE: 83.5 % 15th PERCENTILE SPEED: 29.2 MPH PERCENT UNDER PACE: 9.7 % Mountain Meadow 2022-26 Resolution No. 2022-4132 Page 103 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 3:20 PM - 4:10 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.06 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% X 1 1.0% 100.0% 0 0.0% 99.0% 40 X X X 3 2.9% 99.0% X X X 3 2.9% 96.1 X X X X 4 3.9% 93.2% X X X X X X X 7 6.8% 89.3% X X X X X X X X X X X X 12 11.7% 82.5% 35 X X X X X X X X X X X 11 10.7% 70.9% XXXXXXXXXX 10 9.7% 60.2% X X X X X X X X X X 10 9.7% 50.5% X X X X X X X X X X X 11 10.7% 40.8% X X X X X X X X X 9 8.7% 30.1% 30 X X X X X X X X 8 7.8% 21.4% X X X X 4 3.9% 13.6% X X X X 4 3.9% 9.7% X X 2 1.9% 5.8% X X 2 1.9% 3.9% 25 X X 2 1.9% 1.9% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 103 UPPER LIMIT 10 MPH PACE: 38 MPH LOWER LIMIT 10 MPH PACE: 29 MPH 85th PERCENTILE SPEED: 36.4 MPH PERCENT OVER PACE: 10.7 % MEDIAN SPEED: 33.0 MPH PERCENT IN PACE: 83.5 % 15th PERCENTILE SPEED: 29.2 MPH PERCENT UNDER PACE: 9.7 % Mountain Meadow 2022-26 Resolution No. 2022-4132 Page 104 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 10:30 AM - 11:15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SUMMER GLEN DATE OF SURVEY 2/10/2022 85th PERCENTILE 34.8 MPH 10 MPH PACE 26-35 MPH PERCENT IN PACE 81.4% POSTED SPEED LIMIT 30 MPH/*25 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,500 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-WALNUT CREEK/MOUNTAIN MEADOW CROSSWALKS AT TIERRA REJADA(sch)/WALNUT CREEK I MOUNTAIN MEADOW(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES / BUS PULL-OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.45 VERTICAL CURVE SLIGHT UPHILL/DOWNHILL GRADES HORIZONTAL CURVE CONSTANT GRADUAL-,MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE ADJACENT LAND USE RESIDENTIAL(non-fronting)MOORPARK H.S./PERFORMING ARTS CENTER RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE 1 JUSTIFICATION: The recommended 30 mph speed limit is 4.8 mph below the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Mtn Trail 2022-27 Resolution No. 2022-4132 Page 105 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 10:30 AM - 11:15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 X 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 100.0% 45 X 100.0% 44 x 100.0% 43 X 100.0% 42 x 100.0% 41 x 100.0% 40 x 99.3% 39 x 98.6% 38 x 96.6% 37 x 93.8% 36 x 90.3% 35 x 86.296 }PACE 34 x 81.4% }PACE ---85PCT 33 x 77.9% }PACE 32 X 72.4% }PACE 31 x 61.4% }PACE 30 x 49.7% }PACE•---MEAN 29 x 35.9% }PACE 28 x 24.196 }PACE 27 x 15.2% }PACE 26 x 10.3% }PACE ---15PCT 25 x 4.8% 24 x 2.1% 23 x 0.7% 22 X 0.7% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 34.8 MPH PERCENT OVER PACE: 13.8 % MEDIAN SPEED: 30.0 MPH PERCENT IN PACE: 81.4 % 15th PERCENTILE SPEED: 27.0 MPH PERCENT UNDER PACE: 4.8 % Mtn Trail 2022-27 Resolution No. 2022-4132 Page 106 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 10:30 AM - 11:15 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0°/o 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% X 1 0.7% 100.0% 40 X 1 0.7% 99.3% X X X 3 2.1% 98.6% X X X X 4 2.8% 96.6% X X X X X 5 3.4% 93.8% X X X X X X 6 4.1% 90.3% 35 X X X X X X X 7 4.8% 86.2% X X X X X 5 3.4% 81.4% X X X X X X X X 8 5.5% 77.9% X X X X X X X X X X X X X X X X 16 11.0% 72.4% X X X X X X X X X X X X X X X X X 17 11.7% 61.4% 30 X X X X X X X X X X X X X X X X X X X X 20 13.8% 49.7% X X X X X X X X X X X X X X X X X 17 11.7% 35.9% X X X X X X X X X X X X X 13 9.0% 24.1% X X X X X X X 7 4.8% 15.2% X X X X X X X X 8 5.5% 10.3% 25 X X X X 4 2.8% 4.8% X X 2 1.4% 2.1 0 0.0% 0.7% X 1 0.7% 0.7% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 145 UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 34.8 MPH PERCENT OVER PACE: 13.8 % MEDIAN SPEED: 30.0 MPH PERCENT IN PACE: 81.4 % 15th PERCENTILE SPEED: 27.0 MPH PERCENT UNDER PACE: 4.8 Mtn Trail 2022-27 Resolution No. 2022-4132 Page 107 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI MOUNTAIN TRAIL IL2 STREET SURVEYERRAREJADA RD BTO MOUNTAINDA MEADOW DR(S) DATE: TIME: 11:15 AM - 12:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF MTN MEADOW DATE OF SURVEY 2/10/2022 85th PERCENTILE 33.0 MPH 10 MPH PACE 26-35 MPH PERCENT IN PACE 89.1 % POSTED SPEED LIMIT 30 MPH*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,750 LANE CONFIGURATION 1 and 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-CEDAR SPRINGS/MTN MEADOW CROSSWALKS AT TIERRA REJADA(sch)/CEDAR SPRINGS PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.28 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT-GRADUAL"S"CURVES LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL(NF)/TIERRA REJADA PARK I COMMERCIAL@TIERRA REJADA RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is 3.0 mph below the newly measured 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Mtn Trail 2022-28 NF=Non-Fronting Resolution No. 2022-4132 Page 108 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DR (S) DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 11:15 AM - 12:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 x 100.0% 43 x 100.0% 42 x 100.0% 41 x 100.0% 40 x 100.0% 39 x 100.0% 38 x 100.0% 37 x 99.2% 36 x 96.6% 35 X 93.3% }PACE 34 x 89.9% }PACE 33 x 84.9% }PACE---85PCT 32 x 76.5% }PACE 31 x 65.5% }PACE 30 x 55.5% }PACE 29 x 42.0% }PACE ---MEAN 28 X 31.9% }PACE 27 x 21.0% }PACE 26 x 10.9% }PACE ---15PCT 25 x 4.2% 24 X 0.8% 23 x 0.0% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 x 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 33.0 MPH PERCENT OVER PACE: 10.1 % MEDIAN SPEED: 29.6 MPH PERCENT IN PACE: 89.1 % 15th PERCENTILE SPEED: 26.4 MPH PERCENT UNDER PACE: 4.2 Mtn Trail 2022-28 Resolution No. 2022-4132 Page 109 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DI DATE: 2/10/2022 SURVEY BY: E. BUENDIA TIME: 11:15 AM - 12:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% X 1 0.8% 100.0% X X X 3 2.5% 99.2% X X X X 4 3.4% 96.6% 35 X X X X 4 3.4% 93.3% X X X X X X 6 5.0% 89.9% XXXXXXXXXX 10 8.4% 84.9% X X X X X X X X X X X X X 13 10.9% 76.5% X X X X X X X X X X X X 12 10.1% 65.5% 30 X X X X X X X X X X X X X X X X 16 13.4% 55.5% X X X X X X X X X X X X 12 10.1% 42.0% X X X X X X X X X X X X X 13 10.9% 31.9% X X X X X X X X X X X X 12 10.1% 21.0% X X X X X X X X 8 6.7% 10.9% 25 X X X X 4 3.4% 4.2% X 1 0.8% 0.8% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 119 UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 33.0 MPH PERCENT OVER PACE: 10.1 % MEDIAN SPEED: 29.6 MPH PERCENT IN PACE: 89.1 % 15th PERCENTILE SPEED: 26.4 MPH PERCENT UNDER PACE: 4.2 % Mtn Trail 2022-28 Resolution No. 2022-4132 Page 110 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI DA TE MOUNTAIN 2/1 TRAIL STREETTREET MOUNTAIN MEADOW S)BY: C. TO A WOODHILL DR TIME: 11:45 AM - 12:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF COUNTRYHILL DATE OF SURVEY 2/12/2022 85th PERCENTILE 32.2 MPH 10 MPH PACE 24-33 MPH PERCENT IN PACE 88.6% POSTED SPEED LIMIT 30 MPH/*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,000 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-MOUNTAIN MEADOW/COUNTRY HILL CROSSWALKS AT COUNTRY HILL(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.77 VERTICAL CURVE GRADUAL-MODERATE UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE STUDENT DROP OFF CUT-OUT ADJACENT LAND USE RESIDENTIAL(NF)/ARROYO WEST SCHOOL/COUNTRY TRAIL PARK RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 2.2 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present,School Zone File: Mtn Trail 2022-29 NF=Non-Fronting Resolution No. 2022-4132 Page 111 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S)TO WOODHILL DR DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 X 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 x 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 x 100.0% 38 X 100.0% 37 x 100.0% 36 x 98.7% 35 x 98.7% 34 x 92.4% 33 x 92.4% }PACE 32 x 83.5% }PACE---85PCT 31 X 81.0% }PACE 30 x 70.9% }PACE 29 x 53.2% }PACE 28 x 40.5% }PACE.---MEAN 27 x 26.6% }PACE 26 x 20.3% }PACE 25 x 12.7% }PACE---15PCT 24 x 6.3% }PACE 23 x 3.8% 22 X 1.3% 21 x 1.3% 20x 1.3% 19 x 0.0% 18 x 0.0% 17 X 0.0% 16X 0.0% 15X 0.0% UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 32.2 MPH PERCENT OVER PACE: 7.6 % MEDIAN SPEED: 28.8 MPH PERCENT IN PACE: 88.6 % 15th PERCENTILE SPEED: 25.3 MPH PERCENT UNDER PACE: 3.8 % Mtn Trail 2022-29 Resolution No. 2022-4132 Page 112 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK MOUNTAIN TRAIL STREET MOUNTAIN MEADOW (S) TO WOODHILL DR DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:45 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0%+ 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% 100.0% X 1 1.3% 100.0% 0 0.0% 98.7% 35 X X X X X 5 6.3% 98.7% 0 0.0% 92.4% X X X X X X X 7 8.9% 92.4% X X 2 2.5% 83.5% X X X X X X X X 8 10.1% 81.0% 30 X X X X X X X X X X X X X X 14 17.7% 70.9% X X X X X X X X X X 10 12.7% 53.2% X X X X X X X X X X X 11 13.9% 40.5% X X X X X 5 6.3% 26.6% X X X X X X 6 7.6% 20.3% 25 X X X X X 5 6.3% 12.7% X X 2 2.5% 6.3% X X 2 2.5% 3.8% 0 0.0% 1.3% 0 0.0% 1.3% 20 X 1 1.3% 1.3% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 79 UPPER LIMIT 10 MPH PACE: 33 MPH LOWER LIMIT 10 MPH PACE: 24 MPH 85th PERCENTILE SPEED: 32.2 MPH PERCENT OVER PACE: 7.6 % MEDIAN SPEED: 28.8 MPH PERCENT IN PACE: 88.6 % 15th PERCENTILE SPEED: 25.3 MPH PERCENT UNDER PACE: 3.8 Mtn Trail 2022-29 Resolution No. 2022-4132 Page 113 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIHCIPEACH HILL ROAD MILLER PKWY TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 3:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SPRING DATE OF SURVEY 2/9/2022 85th PERCENTILE 37.4 MPH 10 MPH PACE 28-37 MPH PERCENT IN PACE 81.3 % POSTED SPEED LIMIT 35 MPH/`25 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 1.18 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,150 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/MILLER CROSSWALKS AT SPRING(sch)/MILLER(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER BUS STOPS/LOADING ZONE CUT OUT NEAR SCHOOL NO PARKING MON-FRI 8:30-10am+2:30-4pm LOADING ZONE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.37 VERTICAL CURVE CONSTANT GRADUAL-MODERATE UPHILL(EB) HORIZONTAL CURVE CONSTANT GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(many areas of) ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE&PAINTED ISLAND DESIGNATED BIKE LANES ADJACENT LAND USE RESIDENTIAL/PINECREST SCH/MESA VERDE MID-SCH/HOLY CROSS CHURCH RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is 2.4 mph below the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Peach Hill 2022-30 Resolution No. 2022-4132 Page 114 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PEACH HILL ROAD MILLER PKWY TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 3:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 100.0% 44 X 100.0% 43 X 99.3% 42 X 97.8% 41 X 97.8% 40 X 94.2% 39 X 90.6% 38 X 87.8% 37 x 83.5% }PACE ---85PCT 36 x 80.6% }PACE 35 X 71.2% }PACE 34 X 62.6% }PACE 33 X 50.4% }PACE 32 x 39.6% }PACE•---MEAN 31 x 33.1% }PACE 30 X 25.2% }PACE 29 x 13.7% }PACE ---15PCT 28 X 7.2% }PACE 27 x 2.2% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19x 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 37.4 MPH PERCENT OVER PACE: 16.5 % MEDIAN SPEED: 33.0 MPH PERCENT IN PACE: 81.3 % 15th PERCENTILE SPEED: 29.1 MPH PERCENT UNDER PACE: 2.2 % Peach Hill 2022-30 Resolution No. 2022-4132 Page 115 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK PEACH HILL ROAD MILLER PKWY TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 3:45 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% X 1 0.7% 100.0% X X 2 1.4% 99.3% 0 0.0% 97.8% X X X X X 5 3.6% 97.8% 40 X X X X X 5 3.6% 94.2% X X X X 4 2.9% 90.6% X X X X X X 6 4.3% 87.8% X X X X 4 2.9% 83.5% X X X X X X X X X X X X X 13 9.4% 80.6% 35 X X X X X X X X X X X X 12 8.6% 71.2% X X X X X X X X X X X X X X X X X 17 12.2% 62.6% X X X X X X X X X X X X X X X 15 10.8% 50.4% X X X X X X X X X 9 6.5% 39.6% X X X X X X X X X X X 11 7.9% 33.1% 30 X X X X X X X X X X X X X X X X 16 11.5% 25.2% X X X X X X X X X 9 6.5% 13.7% X X X X X X X 7 5.0% 7.2% X X X 3 2.2% 2.2% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 139 UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 37.4 MPH PERCENT OVER PACE: 16.5 % MEDIAN SPEED: 33.0 MPH PERCENT IN PACE: 81.3 % 15th PERCENTILE SPEED: 29.1 MPH PERCENT UNDER PACE: 2.2 % Peach Hill 2022-30 Resolution No. 2022-4132 Page 116 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPEACH HILL ROAD SPRING ST TO MESA VERDE DR (mil DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 2:15 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF ROLLING KNOTT DATE OF SURVEY 2/9/2022 85th PERCENTILE 42.8 MPH 10 MPH PACE 36-45 MPH PERCENT IN PACE 83.2 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 36 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,200 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING / STOP-MESA VERDE CROSSWALKS AT SPRING(sch)/MESA VERDE(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING YES w/AREAS OF NO PARKING ANYTIME OTHER DESIGNATED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.57 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO(EB) - YES/YES(WB) STREET LIGHTING FEW OTHER DOUBLE YELLOW CENTERLINE WIDE ROADWAY / NO SHOULDERS(EB) ADJACENT LAND USE RESIDENTIAL F+NF RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is 2.8 mph below the newly measured 85th percentile speed and meets CVC standards. *25 mph When Children Present.School Zone File: Peach Hill 2022-31 F+NF=Fronting+Non-fronting Resolution No. 2022-4132 Page 117 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PEACH HILL ROAD SPRING ST TO MESA VERDE DR DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 2:15 PM - 3:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 100.0% 55 X 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 x 100.0% 50 x 100.0% 49 X 100.0% 48 X 100.0% 47 x 100.0% 46 X 98.5% 45 x 962% }PACE 44 x 92.4% }PACE 43 X 87.0% }PACE 42 X 77.9% }PACE ---85PCT 41 X 67.2% }PACE 40 x 58.8% }PACE 39 X 47.3% }PACE ---MEAN 38 X 36.6% }PACE 37 X 31.3% }PACE 36 X 21.4% }PACE 35 X 13.0% ---15PCT 34 x 11.5% 33 X 8.4% 32 X 6.1% 31 x 2.3% 30 x 0.8% 29 X 0.8% 28 x 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 X 0.0% 23 x 0.0% 22 x 0.0% 21 X 0.0% 20 X 0.0% 19 x 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 42.8 MPH PERCENT OVER PACE: 3.8 % MEDIAN SPEED: 39.2 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 35.2 MPH PERCENT UNDER PACE: 13.0 % Peach Hill2022-31 Resolution No. 2022-4132 Page 118 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK PEACH HILL ROAD SPRING ST TO MESA VERDE DR DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 2:15 PM - 3:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% X X 2 1.5% 100.0% X X X 3 2.3% 98.5% 45 X X X X X 5 3.8% 96.2% X X X X X X X 7 5.3% 92.4% X X X X X X X X X X X X 12 9.2% 87.0% X X X X X X X X X X X X X X 14 10.7% 77.9% X X X X X X X X X X X 11 8.4% 67.2% 40 X X X X X X X X X X X X X X X 15 11.5% 58.8% X X X X X X X X X X X X X X 14 10.7% 47.3% X X X X X X X 7 5.3% 36.6% X X XXX X X X X X X X X 13 9.9% 31.3% X X X X X X X X X X X 11 8.4% 21.4% 35 X X 2 1.5% 13.0% X X X X 4 3.1% 11.5% X X X 3 2.3% 8.4% X X X X X 5 3.8% 6.1% X X 2 1.5% 2.3% 30 0 0.0% 0.8%, 1 0.8% %0.8 + 0.0% 0.0% 0.0 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0 15 0.0% TOTAL VEHICLES 131 UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 42.8 MPH PERCENT OVER PACE: 3.8 °Ao MEDIAN SPEED: 39.2 MPH PERCENT IN PACE: 83.2 % 15th PERCENTILE SPEED: 35.2 MPH PERCENT UNDER PACE: 13.0 % Peach Hill 2022-31 Resolution No. 2022-4132 Page 119 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 10:40 AM - 11:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF KNOTTY PINE DATE OF SURVEY 2/12/2022 85th PERCENTILE 36.9 MPH 10 MPH PACE 30-39 MPH PERCENT IN PACE 84.0% POSTED SPEED LIMIT 35 MPH/"25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 4,050 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-MESA VERDE/CHRISTIAN BARRETT CROSSWALKS AT TIERRA REJADA/CHRISTIAN BARRETT(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER BIKE ROUTE / BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.56 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER SOLID DOUBLE CENTERLINE ADJACENT LAND USE RESIDENTIAL/ PEACH HILL ELEMENTARY SCHOOL&PARK RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 1.9 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Peach Hill 2022-32 Resolution No. 2022-4132 Page 120 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 10:40 AM - 11:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 x 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 x 100.0% 45 X 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 X 99.2% 40 x 96.8% 39 X 94.4% }PACE 38 x 91.2% }PACE 37 x 85.6% }PACE 36 x 78.4% }PACE ---85PCT 35 x 72.0% }PACE 34 x 58.4% }PACE 33 X 48.0% }PACE•---MEAN 32 X 37.6% }PACE 31 X 28.0% }PACE 30 X 20.0% }PACE 29 X 10.4% ---15PCT 28 x 8.0% 27 x 3.2% 26 X 0.8% 25X 0.8% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 x 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 36.9 MPH PERCENT OVER PACE: 5.6 % MEDIAN SPEED: 33.2 MPH PERCENT IN PACE: 84.0 % 15th PERCENTILE SPEED: 29.5 MPH PERCENT UNDER PACE: 10.4 cro Peach Hill 2022-32 Resolution No. 2022-4132 Page 121 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF PEACH HILL ROADR P A R K MESA VERDE DR TO TIERRA REJADA RD DATE: 2/12/2022 SURVEY BY: C. BUENDIA TIME: 10:40 AM - 11:30 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% X 1 0.8% 100.0% X X X 3 2.4% 99.2% 40 X X X 3 2.4% 96.8% X X X X 4 3.2% 94.4% X X X X X X X 7 5.6% 91.2% XXXXXXXXX 9 7.2% 85.6% XXXXXXXX 8 6.4% 78.4% 35 X X X+ X X X X X X X X X X X X X X 17 13.6% 72.0% X X X X X X X X X X X X X 13 10.4% 58.4% X X X X X X X X X X X X X 13 10.4% 48.0% XXXXXXXXXXXX 12 9.6% 37.6% XXXXXXXXXX 10 8.0% 28.0% 30 X X X X X X X X X X X X 12 9.6% 20.0% X X X 3 2.4% 10.4% XXXXXX 6 4.8% 8.0% X X X 3 2.4% 3.2% 0 0.0% 0.8% 25 X 1 0.8% 0.8% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 125 UPPER LIMIT 10 MPH PACE: 39 MPH LOWER LIMIT 10 MPH PACE: 30 MPH 85th PERCENTILE SPEED: 36.9 MPH PERCENT OVER PACE: 5.6 % MEDIAN SPEED: 33.2 MPH PERCENT IN PACE: 84.0 % 15th PERCENTILE SPEED: 29.5 MPH PERCENT UNDER PACE: 10.4 Peach Hill 2022-32 Resolution No. 2022-4132 Page 122 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISURVEYPOIND BY: C BUENDIA EX�E O AVENUE0 2 MOORPARK AVE AVE DATE: TIME: 10:10 AM - 11:10 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SIERRA DATE OF SURVEY 2/10/2022 85th PERCENTILE 41.3 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 76.5% POSTED SPEED LIMIT 40 MPH/*25 MPH 25 MPH (Advisory at Curve) ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 5,300 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-MOORPARK CROSSWALKS AT MOORPARK(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES/ BUS STOPS COMMERCIAL VEHICLES OVER 3 TONES PROHIBITTED ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.45 VERTICAL CURVE NONE HORIZONTAL CURVE GRADUAL-MODERATE"C"CURVE(near Moorpark Ave) LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS FAIR-POOR SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE(RPM) NO PARKING 7:30am-3:30pm(Except Weekends)AT SCHOOL ADJACENT LAND USE RESIDENTIAL(NF)/CHAPARRAL MID SCH/POINDEXTER PARK/RxR RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 1.3 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present School Zone File: Poindexter 2022-33 NF=Non-Fronting A Resolution No. 2022-4132 Page 123 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 10:10 AM - 11:10 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 x 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 x 100.0% 49 X 100.0% 48 X 100.0% 47 X 98.5% 46 x 98.5% 45 x 97.8% 44 x 93.4% 43 x 91.9% 42 X 89.7% }PACE 41 x 83.1% }PACE ---85PCT 40 X 75.7% }PACE 39 X 68.4% }PACE 38 X 58.8% }PACE 37 x 50.0% }PACE----MEAN 36 x 40.4% }PACE 35 x 34.6% }PACE 34 X 25.7% }PACE 33 X 18.4% }PACE 32 x 13.2% ---15PCT 31 X 11.0% 30 x 10.3% 29 X 5.1% 28 x 2.9% 27 X 1.5% 26 X 0.7% 25 X 0.7% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.3 MPH PERCENT OVER PACE: 10.3 % MEDIAN SPEED: 37.0 MPH PERCENT IN PACE: 76.5 % 15th PERCENTILE SPEED: 32.3 MPH PERCENT UNDER PACE: 13.2 Poindexter 2022-33 r' Resolution No. 2022-4132 Page 124 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 10:10 AM - 11:10 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% X X 2 1.5% 100.0% 0 0.0% 98.5% X 1 0.7% 98.5% 45 X X X X X X 6 4.4% 97.8% X X 2 1.5% 93.4% X X X 3 2.2% 91.9% X X X X X X X X X 9 6.6% 89.7% X X X X X X X X X X 10 7.4% 83.1% 40 X X X X X X X X X X 10 7.4% 75.7% X X X X X X X X X X X X X 13 9.6% 68.4% X X X X X X X X X X X X 12 8.8% 58.8% X X X X X X X X X X X X X 13 9.6% 50.0% X X X X X X X X 8 5.9% 40.4% 35 X X X X X X X X X X X X 12 8.8% 34.6% X X X X X X X X X X 10 7.4% 25.7% X X X X X X X 7 5.1% 18.4% X X X 3 2.2% 13.2% X 1 0.7% 11.0% 30 X X X X X X X 7 5.1% 10.3% X X X 3 2.2% 5.1% X X 2 1.5% 2.9% X 1 0.7% 1.5% %0 0.01 0.7% 25 X 1 0.7% 0.7% 0.0°%° 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 - 0.0% TOTAL VEHICLES 136 UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 41.3 MPH PERCENT OVER PACE: 10.3 % MEDIAN SPEED: 37.0 MPH PERCENT IN PACE: 76.5 % 15th PERCENTILE SPEED: 32.3 MPH PERCENT UNDER PACE: 13.2 Poindexter 2022-33 rrlrrrl�r�■I Resolution No. 2022-4132 Page 125 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI POINDDATE: 2/10/2022 R AVE AVENUE SURVEY BYE TO C. BUENDIA TIME: 11:15 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF TECH CENTER DATE OF SURVEY 2/10/2022 85th PERCENTILE 43.6 MPH 10 MPH PACE 35-44 MPH PERCENT IN PACE 73.5 POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 4,150 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-GABBERT CROSSWALKS NONE PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES/ NO SHOULDERS COMMERCIAL VEHICLES OVER 3 TONES PROHIBITTED ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.56 VERTICAL CURVE NONE HORIZONTAL CURVE SLIGHT"S"CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS YES/NO(WB) - YES/YES(EB) STREET LIGHTING YES OTHER RPM MEDIAN w/LEFTS RxR PARALLEL NORTHSIDE ADJACENT LAND USE RESIDENTIAL(non-fronting)/INDUSTRIAL/BUSINESS/RxR(parallels) RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 3.6 mph of the 85th percentile speed and meets CVC standards. File: Poindexter 2022-34 Resolution No. 2022-4132 Page 126 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI POINDEXTER AVENUE SIERRA AVE TO GABBERT AVE DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 11:15 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 x 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 98.5% 48 x 97.1 47 X 94.1 46 x 93.4% 45 x 93.4% 44 X 87.5% }PACE 43 x 81.6% }PACE ---85PCT 42 X 74.3% }PACE 41 x 69.9% }PACE 40 X 57.4% }PACE 39 X 48.5% }PACE ---MEAN 38 x 39.7% }PACE 37 X 32.4% }PACE 36 X 25.0% }PACE 35 x 20.6% }PACE 34 x 14.0% ---15PCT 33 x 12.5% 32 X 8.8% 31 x 8.1% 30 X 5.9% 29 x 2.9% 28 x 2.9% 27 x 1.5% 26 x 0.7% 25 X 0.7% 24 X 0.0% 23 x 0.0% 22 x 0.0% 21 x 0.0% 20 X 0.0% 19 x 0.0% 18 x 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 44 MPH LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 43.6 MPH PERCENT OVER PACE: 12.5 % MEDIAN SPEED: 39.2 MPH PERCENT IN PACE: 73.5 % 15th PERCENTILE SPEED: 34.2 MPH PERCENT UNDER PACE: 14.0 Poindexter 2022-34 Resolution No. 2022-4132 Page 127 RADAR SPEED DISTRIBUTION SHEET HCI CITY POINDEXTER AF VENUE A R K SIERRA AVE TO GABBERT AVE DATE: 2/10/2022 SURVEY BY: C. BUENDIA TIME: 11:15 AM - 12:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0%, % 100.0% 50 X X 2 1.5% 100.0% X X 2 1.5% 98.5% X X X X 4 2.9% 97.1% X 1 0.7% 94.1% 0 0.0% 93.4% 45 X X X X X X X X 8 5.9% 93.4% X X X X X X X X 8 5.9% 87.5% X X X X X X X X X X 10 7.4% 81.6% X X X X X X 6 4.4% 74.3% X X X X X X X X X X X X X X X X X 17 12.5% 69.9% 40 X X X X X X X X X X X X 12 8.8% 57.4% X X X X X X X X X X X X 12 8.8% 48.5% X X X X X X X X X X 10 7.4% 39.7% X X X X X X X X X X 10 7.4% 32.4% X X X X X X 6 4.4% 25.0% 35 X X X X X X X X X 9 6.6% 20.6% X X 2 1.5% 14.0% X X X X X 5 3.7% 12.5% X 1 0.7% 8.8% X X X 3 2.2% 8.1% 30 X X .X X 4 2.9% 5.9% 0 0.0% 2.9% X X , 2 1.5% 2.9% X 1 0.7% 1.5% 0 0.0% 0.7% 25 X 1 0.7% 0.7% 0.0%, 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 136 UPPER LIMIT 10 MPH PACE: 44 MPH LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 43.6 MPH PERCENT OVER PACE: 12.5 % MEDIAN SPEED: 39.2 MPH PERCENT IN PACE: 73.5 % 15th PERCENTILE SPEED: 34.2 MPH PERCENT UNDER PACE: 14.0 % Poindexter 2022-34 Resolution No. 2022-4132 Page 128 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPRINCETON AVENUE CAMPUS PARK DR TO 118 FWY (mil DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:15 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF CAMPUS PARK DATE OF SURVEY 2/8/2022 85th PERCENTILE 40.8 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 84.7 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 5,750 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-118 FWY WB RAMPS/118 FWY EB RAMPS / STOP-"CAMPUS PARK CROSSWALKS AT CAMPUS PARK PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES/ BUS STOPS RIGHT LANE"DO NOT STOP"AT CAMPUS PARK NB ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.28 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE SLIGHT"S"CURVES LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL(non-fronting)/COMMERCIAL/DAY CARE CTR/118 FWY RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 0.8 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Princeton 2022-35 mum Resolution No. 2022-4132 Page 129 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 x 100.0% 46 x 97.7% 45 X 96.9% 44 x 95.4% 43 x 93.1 42 X 90.1 41 X 86.3% }PACE 40 X 80.2% }PACE ---85PCT 39 X 71.0% }PACE 38 X 63.4% }PACE 37 X 49.6% }PACE ---MEAN 36 X 40.5% }PACE 35 X 32.1% }PACE 34 x 20.6% }PACE 33 x 12.2% }PACE ---15PCT 32 x 6.9% }PACE 31 x 1.5% 30X 1.5% 29 X 0.8% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 x 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 40.8 MPH PERCENT OVER PACE: 13.7 % MEDIAN SPEED: 37.0 MPH PERCENT IN PACE: 84.7 % 15th PERCENTILE SPEED: 33.3 MPH PERCENT UNDER PACE: 1.5 % Princeton 2022-35 Resolution No. 2022-4132 Page 130 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF O O PRINCETON AVENUEPARK CAMPUS PARK DR TO 118 FWY DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:15 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% X X X 3 2.3% 100.0% X 1 0.8% 97.7% 45 X X 2 1.5% 96.9% X X X 3 2.3% 95.4% XXXX 4 3.1% 93.1% XXXXX 5 3.8% 90.1% XXXXXXX X 8 6.1% 86.3% 40 X X X X X X X X X X X X 12 9.2% 80.2% XXXXXXXXXX 10 7.6% 71.0% XXXXXXXXXXXXXXXXXX 18 13.7% 63.4% XXXXXXXXXXXX 12 9.2% 49.6% XXXXXXXXXXX 11 8.4% 40.5% 35 XXXXXXXXXXXXXXX 15 11.5% 32.1% XXXXXXXXXXX 11 8.4% 20.6% XXXXXXX 7 5.3% 12.2% X X X X X X X 7 5.3% 6.9% 0 0.0% 1.5% 30 X 1 0.8% 1.5% X 1 0.8% 0.8% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 131 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 40.8 MPH PERCENT OVER PACE: 13.7 % MEDIAN SPEED: 37.0 MPH PERCENT IN PACE: 84.7 % 15th PERCENTILE SPEED: 33.3 MPH PERCENT UNDER PACE: 1.5 % Princeton 2022-35 merommimmismommmi Resolution No. 2022-4132 Page 131 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPRINCETON AVENUE 118 FW W Y(N)TO 118 FY(S) (mil DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:20 AM - 10:50 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF CONDOR DATE OF SURVEY 2/8/2022 85th PERCENTILE 43.4 MPH 10 MPH PACE 36-45 MPH PERCENT IN PACE 81.8 % POSTED SPEED LIMIT 40 MPH 30+35 MPH (Advisory at Curves) ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 14,500 LANE CONFIGURATION 1 and 2 LANES PER DIRECTION (1 Lane near 118 Fwy Overpass) TRAFFIC CONTROLS SIGNAL-118(N)/CONDOR(N) CROSSWALKS AT CONDOR(N) PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES(many) ON-STREET PARKING NO STOPPING ANYTIME OTHER BUS STOPS / DESIGNATED-PAINTED BIKE LANES FLASHING SIGNAL WARNING(NB) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.68 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE MODERATE-SWEEPING"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS FAIR to POOR SIDEWALKS/DRIVEWAYS PARTIAL/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE AND RAISED MEDIAN ISLAND PARTIAL NO CURBS AND DIRT SHOULDERS ADJACENT LAND USE BUSINESS/118 FWY OVERPASS/COMMERCIAL RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 3.4 mph of the 85th percentile speed and meets CVC standards. File: Princeton 2022-36 Resolution No. 2022-4132 Page 132 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PRINCETON AVENUE 118 FWY (N) TO 118 FWY (S) DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:20 AM - 10:50 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 99.4% 48 X 99.4% 47 X 97.5% 46 x 96.2% 45 x 95.0% }PACE 44 X 89.9% }PACE 43 x 81.1% }PACE ---85PCT 42 x 74.2% }PACE 41 x 66.0% }PACE 40 X 55.3% }PACE 39 x 42.1% }PACE ---MEAN 38 x 32.1% }PACE 37 x 22.6% }PACE 36 X 15.1% }PACE 35 x 13.2% ---15PCT 34 x 8.8% 33 x 5.0% 32 x 3.1% 31 x 2.5% 30 X 1.9% 29 x 0.6% 28 X 0.0% 27 x 0.0% 26 X 0.0% 25 x 0.0% 24 X 0.0% 23 X 0.0% 22 x 0.0% 21 X 0.0% 20 X 0.0% 19x 0.0% 18 X 0.0% 17X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 43.4 MPH PERCENT OVER PACE: 5.0 % MEDIAN SPEED: 39.6 MPH PERCENT IN PACE: 81.8 % 15th PERCENTILE SPEED: 36.0 MPH PERCENT UNDER PACE: 13.2 % Princeton 2022-36 womb Resolution No. 2022-4132 Page 133 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK PRINCETON AVENUE 118 FWY (N) TO 118 FWY (S) DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:20 AM - 10:50 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 X 1 0.6% 100.0% 0 0.0% 99.4% X X X 3 1.9% 99.4% X X 2 1.3% 97.5% X X 2 1.3% 96.2% 45 X X X X X X X X 8 5.0% 95.0% X X X X X X X X X X X X X X 14 8.8% 89.9% X X X X X X X X X X X 11 6.9% 81.1% X X X X X X X X X X X X X 13 8.2% 74.2% X X X X X X X X X X X X X X X X X 17 10.7% 66.0% 40 X X X X X X X X X X X X X X X X X X X X X 21 13.2% 55.3% X X X X X X X X X X X X X X X X 16 10.1% 42.1% X X X X X X X X X X X X X X X 15 9.4% 32.1% XXXXXXXXXXXX 12 7.5% 22.6% X X X 3 1.9% 15.1% 35 X X X X X X X 7 4.4% 13.2% X X X X X X 6 3.8% 8.8% X X X 3 1.9% 5.0% X 1 0.6% 3.1 X 1 0.6% 2.5% 30 X X 2 1.3% 1.9% X 1 0.6% 0.6% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% • 0.0% 0.0% 0.0 0.0% 15 _ 0.0% TOTAL VEHICLES 159 UPPER LIMIT 10 MPH PACE: 45 MPH LOWER LIMIT 10 MPH PACE: 36 MPH 85th PERCENTILE SPEED: 43.4 MPH PERCENT OVER PACE: 5.0 % MEDIAN SPEED: 39.6 MPH PERCENT IN PACE: 81.8 % 15th PERCENTILE SPEED: 36.0 MPH PERCENT UNDER PACE: 13.2 % Princeton 2022-36 Resolution No. 2022-4132 Page 134 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPRINCETON AVENUE 118 FWY(N)TO SPRING ST (mil DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:55 AM - 11:20 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SPRING DATE OF SURVEY 2/8/2022 85th PERCENTILE 44.6 MPH 10 MPH PACE 38-47 MPH PERCENT IN PACE 86.3% POSTED SPEED LIMIT 40 MPH 30 MPH&35 MPH (Advisory at Curves) ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 14,550 LANE CONFIGURATION 1 LANE PER DIRECTION-(2 Lanes near Spring) TRAFFIC CONTROLS SIGNAL-SPRING CROSSWALKS AT SPRING PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC YES(many) ON-STREET PARKING NO STOPPING ANYTIME OTHER LIGHT PARKING NEAR SPRING ST(southside) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.72 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE MODERATE-SWEEPING"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS POOR SIDEWALKS/DRIVEWAYS PARTIAL/NO STREET LIGHTING YES OTHER PAINTED 2 WAY LEFT TURN &PAINTED MEDIAN&DBL YELLOW CENTERLINE PARTIAL NO CURBS AND DIRT SHOULDERS ADJACENT LAND USE RESIENTIAL(NF-Near Spring)/COMMERCIAL/CONCRETE PLANT/118 FWY OVERPASS RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is 4.6 mph below the newly measured 85th percentile speed and meets CVC standards. NF=Non-Fronting File: Princeton 2022-37 Resolution No. 2022-4132 Page 135 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PRINCETON AVENUE 118 FWY (N) TO SPRING ST DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:55 AM - 11:20 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 99.3% 52 x 98.6% 51 x 97.9% 50 x 97.9% 49 x 97.9% 48 x 96.6% 47 x 95.2% }PACE 46 x 91.8% }PACE 45 x 88.4% }PACE 44 x 80.8% }PACE ---85PCT 43 x 74.7% }PACE 42 X 59.6% }PACE 41 x 43.2% }PACE•---MEAN 40 x 30.1% }PACE 39 x 23.3% }PACE 38 x 15.1% }PACE 37 x 8.9% ---15PCT 36 x 8.2% 35 x 2.7% 34 x 2.1% 33 x 2.19/0 32 X 1.4% 31 x 0.0% 30 x 0.0% 29 x 0.0% 28 X 0.0% 27 X 0.0% 26 x 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 44.6 MPH PERCENT OVER PACE: 4.8 % MEDIAN SPEED: 41.4 MPH PERCENT IN PACE: 86.3 % 15th PERCENTILE SPEED: 38.0 MPH PERCENT UNDER PACE: 8.9 % Princeton 2022-37 Resolution No. 2022-4132 Page 136 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK PRINCETON AVENUE 118 FWY (N) TO SPRING ST DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 10:55 AM - 11:20 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% X 1 0.7% 100.0% X 1 0.7% 99.3% X 1 0.7% 98.6% 0 0.0% 97.9% 50 0 0.0% 97.9% X X 2 1.4% 97.9% X X 2 1.4% 96.6% X X X X X 5 3.4% 95.2% X X X X X 5 3.4% 91.8% 45 X X X X X X X X X X X 11 7.5% 88.4% X X X X X X X X X 9 6.2% 80.8% X X X X X X X X X X X X X X X X X X X X X X 22 15.1% 74.7% X X X X X X X X X X X X X X X X X X X X X X X X 24 16.4% 59.6% X X X X X X X X X X X X X X X X X X X 19 13.0% 43.2% 40 X X X X X X X X X X 10 6.8% 30.1% X X X X X X X X X X X X 12 8.2% 23.3% X X X X X X X X X 9 6.2% 15.1% X 1 0.7% 8.9% X X X X X X X X 8 5.5% 8.2% 35 X 1 0.7% 2.7% 0 0.0% 2.1 X 1 0.7% 2.1 X X 2 1.4% 1.4% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 146 UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 44.6 MPH PERCENT OVER PACE: 4.8 % MEDIAN SPEED: 41.4 MPH PERCENT IN PACE: 86.3 % 15th PERCENTILE SPEED: 38.0 MPH PERCENT UNDER PACE: 8.9 ok Princeton 2022-37 Resolution No. 2022-4132 Page 137 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI RIDGEDATE: DR IVE 2/8/2022E SURVEY BY: HIGH C BUENDIA TIME: 12:40 PM - 2:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF ELK RUN DATE OF SURVEY 2/8/2022 85th PERCENTILE 40.9 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 82.0 POSTED SPEED LIMIT 35 MPH EB ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,850 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/ELK RUN CROSSWALKS AT SPRING/ELK RUN PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER EQUESTRIAN TRAIL(northside) DESIGNATED/PAINTED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.42 VERTICAL CURVE GRADUAL UPHILL(EB) HORIZONTAL CURVE GRADUAL"S"CURVE LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND(Trees block visibilty) ADJACENT LAND USE RESIENTIAL non-fronting) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE-POST WESTBOUND JUSTIFICATION: This portion of Ridgecrest Drive is a four lane roadway. Field observations include no stopping anytime and no shoulders along both sides of roadway,tall-wide trees in median island block visibility of the driver,gradual horizontal-vertical curves, and areas of limited sight distance. The adjacent land use is solely residential non-fronting to the roadway. The speed survey resulted with an 85th percentile speed of 40.9 mph and a 10 mph pace range of 33 to 42 mph. With that and the areas of limited sight distance, it is recommended that the existing 35 mph speed limit be maintained File: Ridgecrest 2022-38 alp Resolution No. 2022-4132 Page 138 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI RIDGECREST DRIVE SPRING ST TO HIGH TOP DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 12:40 PM - 2:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 x 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 X 100.0% 48 X 100.0% 47 X 100.0% 46 X 99.3% 45 x 98.6% 44 x 96.4% 43 x 94.2% 42 X 89.9% }PACE 41 X 85.6% }PACE 40 x 79.9% }PACE ---85PCT 39 X 71.2% }PACE 38 x 64.7% }PACE 37 x 54.7% }PACE 36 X 41.7% }PACE•---MEAN 35 x 30.9% }PACE 34 X 20.1% }PACE 33 X 15.1% }PACE 32 x 7.9% ---15PCT 31 X 5.8% 30 x 2.9% 29X 1.4% 28 X 0.7% 27 X 0.7% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 x 0.0% 22 x 0.0% 21 x 0.0% 20 x 0.0% 19 X 0.0% 18 X 0.0% 17 x 0.0% 16 X 0.0% 15X 0.0% UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 40.9 MPH PERCENT OVER PACE: 10.1 % MEDIAN SPEED: 36.6 MPH PERCENT IN PACE: 82.0 % 15th PERCENTILE SPEED: 33.0 MPH PERCENT UNDER PACE: 7.9 % Ridgecrest 2022-38 Resolution No. 2022-4132 Page 139 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF O R P A R K RIDGECREST DRIVE SPRING ST TO HIGH TOP DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 12:40 PM - 2:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% X 1 0.7% 100.0% X 1 0.7% 99.3% 45 X X X 3 2.2% 98.6% X X X 3 2.2% 96.4% X X X X X X 6 4.3% 94.2% X X X X X X 6 4.3% 89.9% X X X X X X X X 8 5.8% 85.6% 40 X X X X X X X X X X ' X X 12 8.6% 79.9% X X X X X X X X X 9 6.5% 71.2% X X XXX X X X X X X X X X 14 10.1% 64.7% X X X X X X X X X X X X X X X X X X 18 12.9% 54.7% X X X X X X X X X X X X X X X 15 10.8% 41.7% 35 X X X X X X X X X X X X X X X 15 10.8% 30.9% XXXXXXX 7 5.0% 20.1% X X X X X X X X X X 10 7.2% 15.1% X X X 3 2.2% 7.9% X X X X 4 2.9% 5.8% 30 X X 2 1.4% 2.9% X 1 0.7% 1.4% 0 0.0% 0.7% X 1 0.7% 0.7% 0.0 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0°/o 0.0% 0.0°%° 0.0°/o 15 0.0% TOTAL VEHICLES 139 UPPER LIMIT 10 MPH PACE: 42 MPH LOWER LIMIT 10 MPH PACE: 33 MPH 85th PERCENTILE SPEED: 40.9 MPH PERCENT OVER PACE: 10.1 % MEDIAN SPEED: 36.6 MPH PERCENT IN PACE: 82.0 % 15th PERCENTILE SPEED: 33.0 MPH PERCENT UNDER PACE: 7.9 % Ridgecrest 2022-38 Resolution No. 2022-4132 Page 140 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISECOND STREET SPRING ST TO MOORPARK AVE DATE: 2/7/2022 SURVEY BY: C. BUENDIA TIME: 4:00 PM - 5:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF MILLARD DATE OF SURVEY 2/7/2022 85th PERCENTILE 28.9 MPH 10 MPH PACE 21 -30MPH PERCENT IN PACE 84.3% POSTED SPEED LIMIT 25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,650 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING / STOP-MILLARD/MOORPARK/BARD CROSSWALKS AT SPRING/BARD(sch)/MILLARD(sch)/MOORPARK PEDESTRIAN/BICYCLES YES/FEW TRUCK TRAFFIC NO ON-STREET PARKING YES(heavy) OTHER COMMERCIAL VEHICLES OVER 3 TONS PROHIBITTED BUS STOPS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.42 VERTICAL CURVE NONE HORIZONTAL CURVE "S"CURVES AT MILLARD LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES/MANY STREET LIGHTING YES OTHER DIP AT MILLARD&BARD "KEEP CLEAR"LEGEND AT HARRY(EB) SOLID DBL YELLOW CENTERLINE ADJACENT LAND USE DENSE RESIENTIAL(fronting)/SMALL PARK(at Bard) RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE ESTABLISH AS"RESIDENCE DISTRICT"CVC 515 JUSTIFICATION: Second Street is a two lane residential roadway with heavy on-street parking. The posted speed limit is 25 mph. The need to retain the CVC defined lower speed is based on(1),17 single-family dwellings in a 0.16 mile section between Moorpark Ave and Bard St, and, (2) 27 single-family dwellings in a 0.18 section between Mallard St and Harry St, (3) heavy direct access driveways, and (3)pedestrian activity as a school is nearby. This segment meets the requirement for the CVC 515"Residence District". This segment no longer needs to be included in future Engineering and Traffic surveys. File: Second 2022-39 Resolution No. 2022-4132 Page 141 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SECOND STREET SPRING ST TO MOORPARK AVE DATE: 2/7/2022 SURVEY BY: C. BUENDIA TIME: 4:00 PM - 5:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 x 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 X 100.0% 51 x 100.0% 50 x 100.0% 49 x 100.0% 48 x 100.0% 47 x 100.0% 46 x 100.0% 45 X 100.0% 44 x 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 X 100.0% 39 X 100.0% 38 X 100.0% 37 x 100.0% 36 X 100.0% 35 X 99.3% 34 X 98.5% 33 X 96.3% 32 X 93.3% 31 x 91.8% 30 x 88.1% }PACE 29 X 85.8% }PACE 28 x 79.9% }PACE ---85PCT 27 x 70.9% }PACE 26 x 61.2% }PACE 25 X 49.3% }PACE•---MEAN 24 X 35.1% }PACE 23 x 23.1% }PACE 22 x 16.4% }PACE 21 X 8.2% }PACE ---15PCT 20 X 3.7% 19 x 1.5% 18 x 0.7% 17X 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 30 MPH LOWER LIMIT 10 MPH PACE: 21 MPH 85th PERCENTILE SPEED: 28.9 MPH PERCENT OVER PACE: 14.2 % MEDIAN SPEED: 25.1 MPH PERCENT IN PACE: 84.3 % 15th PERCENTILE SPEED: 21.8 MPH PERCENT UNDER PACE: 3.7 cYo Second 2022-39 Resolution No. 2022-4132 Page 142 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK SECOND STREET SPRING ST TO MOORPARK AVE DATE: 2/7/2022 SURVEY BY: C. BUENDIA TIME: 4:00 PM - 5:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% 100.0% 100.0% X 1 0.7% 100.0% 35 X 1 0.7% 99.3% X X X 3 2.2% 98.5% X X X X 4 3.0% 96.3% X X 2 1.5% 93.3% X X X X X 5 3.7% 91.8% 30 X X X 3 2.2% 88.1% X X X X X X X X 8 6.0% 85.8% X X X X X X X X X X X X 12 9.0% 79.9% X X X X X X X X X X X X X 13 9.7% 70.9% X X X X X_X X X X X X X X X X X 16 11.9% 61.2% 25 X X X X X X X X X X X X X X X X X X X 19 14.2% 49.3% X X X X X X X X X X X X X X X X 16 11.9% 35.1 X X X X X X X X X 9 6.7% 23.10/0 XXXXXXXXXXX 11 8.2% 16.4% X X X X X X 6 4.5% 8.2% 20 X X X 3 22% 3.7% X 1 0.7% 1.5% X 1 0.7% 0.7% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 134 UPPER LIMIT 10 MPH PACE: 30 MPH LOWER LIMIT 10 MPH PACE: 21 MPH 85th PERCENTILE SPEED: 28.9 MPH PERCENT OVER PACE: 14.2 % MEDIAN SPEED: 25.1 MPH PERCENT IN PACE: 84.3 % 15th PERCENTILE SPEED: 21.8 MPH PERCENT UNDER PACE: 3.7 Second 2022-39 �ri■rr�rAimmuisommisomir Resolution No. 2022-4132 Page 143 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI SPINRE.G STREET 2/58 2022 SrURVEY BYALNUT CANYON C. BBUENODIAELK RUN LOOP DA TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF RIDGECREST DATE OF SURVEY 2/8/2022 85th PERCENTILE 46.2 MPH 10 MPH PACE 39-48 MPH PERCENT IN PACE 85.9% POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 4 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.54 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 10,550 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-WALNUT CANYON/RIDGECREST/ELK RUN LOOP CROSSWALKS AT WALNUT CANYON/RIDGECREST/ELK RUN LOOP PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC NO (Except for Local Deliveries) ON-STREET PARKING NO STOPPING ANYTIME OTHER FENCED EQUESTRIAN TRAIL BIKE LANES / BUS CUT OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.48 VERTICAL CURVE CONSTANT GRADUAL UPHILL GRADE(NB) HORIZONTAL CURVE SEVERAL GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND TALL TREES IN MEDIAN RESRICT SIGHT DISTANCE ADJACENT LAND USE RESIENTIAL(non-fronting)/OPEN RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 1.2 mph of the 85th percentile speed and meets CVC standards. File: Spring 2022-40 PageResolution144 No. 2022-4132 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 x 100.0% 51 X 100.0% 50 X 100.0% 49 x 98.1% 48 x 94.9% }PACE 47 X 90.4% }PACE 46 x 84.0% }PACE ---85PCT 45 x 74.4% }PACE 44 x 60.3% }PACE 43 X 48.1% }PACE---MEAN 42 X 39.1% }PACE 41 X 28.8% }PACE 40 X 19.9% }PACE 39 x 13.5% }PACE ---15PCT 38 X 9.0% 37 x 5.1% 36x 1.9% 35X 0.6% 34 X 0.0% 33 x 0.0% 32 X 0.0% 31 x 0.0% 30 x 0.0% 29 x 0.0% 28 x 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 46.2 MPH PERCENT OVER PACE: 5.1 % MEDIAN SPEED: 43.2 MPH PERCENT IN PACE: 85.9 % 15th PERCENTILE SPEED: 39.2 MPH PERCENT UNDER PACE: 9.0 Spring 2022-40 Resolution No. 2022-4132 Page 145 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 2:30 PM - 3:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 X X X 3 1.9% 100.0% X X X X X 5 3.2% 98.1 XXXXXXX 7 4.5% 94.9% X X X X X X X X X X 10 6.4% 90.4% X X X X X X X X X X X X X X X 15 9.6% 84.0% 45 XXX XXXX XXXXXXXXXXXXXXX 22 14.1% 74.4% X X X X X X X X X X X X X X X X X X X 19 12.2% 60.3% X X X X X X X X X X X X X X 14 9.0% 48.1% X X X X X X X X X X X X X X X X 16 10.3% 39.1 X X X X X X X X X X X X X X 14 9.0% 28.8% 40 X X X X X X X X X X 10 6.4% 19.9% X X X X X X X 7 4.5% 13.5% X X X X X X 6 3.8% 9.0% X X X X X 5 3.2% 5.1% X X 2 1.3% 1.9% 35 X 1 0.6% 0.6% 0.0% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0 25 0.0% 0.0 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 156 UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 46.2 MPH PERCENT OVER PACE: 5.1 % MEDIAN SPEED: 43.2 MPH PERCENT IN PACE: 85.9 % 15th PERCENTILE SPEED: 39.2 MPH PERCENT UNDER PACE: 9.0 % Spring 2022-40 Resolution No. 2022-4132 Page 146 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISPRING STREET ELK RUN LOOP TO HIGH ST (,l DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 2:05 PM - 2:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF ELK RUN LOOP DATE OF SURVEY 2/8/2022 85th PERCENTILE 49.8 MPH 10 MPH PACE 42-51 MPH PERCENT IN PACE 82.2% POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.14 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 13,350 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-ELK RUN LOOP/CHARLES/HIGH CROSSWALKS AT ELK RUN LOOP/CHARLES/HIGH PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC NO (Except for Local Deliveries) ON-STREET PARKING NO STOPPING ANYTIME OTHER FENCED EQUESTRIAN TRAIL (SB) / BUS CUT OUTS WATCH DOWNHILL SPEED(SB)/BIKE LANES ELECTRONIC RADAR FEEDBACK ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.72 VERTICAL CURVE CONSTANT GRADUAL UPHILL GRADE(NB) HORIZONTAL CURVE SEVERAL GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES(NB)/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND TALL TREES IN MEDIAN RESTRICT SIGHT DISTANCE ADJACENT LAND USE RESIENTIAL(non-fronting)/OPEN/VENTURA COUNTY PUBLIC WORKS RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 4.8 mph of the 85th percentile speed and meets CVC standards. File: Spring 2022-41 Resolution No. 2022-4132 Page 147 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING STREET ELK RUN LOOP TO HIGH ST DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 2:05 PM - 2:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 99.5% 54 x 98.4% 53 X 96.8% 52 X 94.1 51 x 90.8% }PACE 50 X 85.9% }PACE 49 X 80.0% }PACE ---85PCT 48 X 73.5% }PACE 47 X 64.9% }PACE 46 x 54.1% }PACE 45 x 41.1% }PACE ---MEAN 44 x 29.7% }PACE 43 X 20.0% }PACE 42 x 13.5% }PACE ---15PCT 41 X 8.6% { 40 x 3.8% 39 x 2.2% 38 x 0.0% 37 x 0.0% 36 x 0.0% 35 x 0.0% 34 x 0.0% 33 x 0.0% 32 x 0.0% 31 x 0.0% 30 x 0.0% 29 x 0.0% 28 x 0.0% 27 x 0.0% 26 X 0.0% 25 x 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 51 MPH LOWER LIMIT 10 MPH PACE: 42 MPH 85th PERCENTILE SPEED: 49.8 MPH PERCENT OVER PACE: 14.1 % MEDIAN SPEED: 45.7 MPH PERCENT IN PACE: 82.2 % 15th PERCENTILE SPEED: 42.2 MPH PERCENT UNDER PACE: 8.6 % Spring 202241 Resolution No. 2022-4132 Page 148 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MO ON SPRING STREET ELK RUN LOOP TO HIGH ST DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 2:05 PM - 2:30 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% X 1 0.5% 100.0% 55 X X 2 1.1% 99.5% X X X 3 1.6% 98.4% X X X X X 5 2.7% 96.8% X X X X X X 6 3.2% 94.1% X X X X X X X X X 9 4.9% 90.8% 50 X X X X X X X X X X X 11 5.9% 85.9% X X X X X X X X X X X X 12 6.5% 80.0% XXXXXXXXXXXXXXXX 16 8.6% 73.5% XXX X X X X X X X X X X X X X X X X X 20 10.8% 64.9% X X X X X X X X X X X X X X X X X X X X X X X X 24 13.0% 54.1 45 X X X X+ X X X X X X X X X X X X X X X X X 21 11.4% 41.1% XXXXXXXXXXXXXXXXXX 18 9.7% 29.7% X X X X X X X X X X X X 12 6.5% 20.0% X X X X X X X X X 9 4.9% 13.5% X X X X X X X X X 9 4.9% 8.6% 40 X X X 3 1.6% 3.8% X X X X 4 2.2% 2.2% 0.0% 0.0% 0.0% 35 0.0% 0.0% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 185 UPPER LIMIT 10 MPH PACE: 51 MPH LOWER LIMIT 10 MPH PACE: 42 MPH 85th PERCENTILE SPEED: 49.8 MPH PERCENT OVER PACE: 14.1 % MEDIAN SPEED: 45.7 MPH PERCENT IN PACE: 82.2 % 15th PERCENTILE SPEED: 42.2 MPH PERCENT UNDER PACE: 8.6 % Spring 2022-41 Resolution No. 2022-4132 Page 149 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISPRING STREET HIGH ST/PRINCESTON AVE TO LOS ANGELES AVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 1:30 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 2ND ST DATE OF SURVEY 2/8/2022 85th PERCENTILE 41.9 MPH 10 MPH PACE 34-43 MPH PERCENT IN PACE 87.3 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 4 TOTAL ACCIDENTS 12 ANNUAL ACCIDENT RATE 2.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.76 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 16,050 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-HIGH/2ND/LOS ANGELES CROSSWALKS AT HIGH/2ND/LOS ANGELES PEDESTRIAN/BICYCLES YES/FEW TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER BIKE LANES END AT 2ND ST BUS CUT OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.45 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER PARTIAL RAISED MEDIAN ISLAND AND PAINTED ISLAND(n.of 2nd) RxR XING ADJACENT LAND USE RESIENTIAL non-fronting /POLICE STATION/COMMERCIAL/RxR XING RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 1.9 mph of the 85th percentile speed and meets CVC standards. File: Spring 2022-42 Resolution No. 2022-4132 Page 150 RADAR SPEED DISTRIBUTION SHEET ��^`►► CITY OF MOORPARK HC/ SPRING STREET HIGH ST / PRINCESTON AVE TO LOS ANGELES AVE DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 1:30 PM - 2:00 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 x 100.0% 53 x 100.0% 52 X 100.0% 51 x 100.0% 50 X 100.0% 49 X 99.4% 48 x 99.4% 47 x 99.4% 46 x 98.8% 45 x 97.6% 44 x 95.8% 43 x 92.2% }PACE 42 x 86.1% }PACE 41 x 77.1% }PACE ---85PCT 40 X 66.3% }PACE 39 X 51.8% }PACE 38 X 37.3% }PACE•---MEAN 37 X 28.3% }PACE 36 X 19.3% }PACE 35 X 13.3% }PACE ---15PCT 34 x 9.0% }PACE 33 x 4.8% 32 X 2.4% 31 X 0.0% 30 X 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.9 MPH PERCENT OVER PACE: 7.8 % MEDIAN SPEED: 38.9 MPH PERCENT IN PACE: 87.3 % 15th PERCENTILE SPEED: 35.3 MPH PERCENT UNDER PACE: 4.8 VG Spring 2022-42 Resolution No. 2022-4132 Page 151 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK SPRING STREET HIGH ST / PRINCESTON AVE TO LOS ANGELI DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 1:30 PM - 2:00 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 X 1 0.6% 100.0% 0 0.0% 99.4% 0 0.0% 99.4% X 1 0.6% 99.4% X X 2 1.2% 98.8% 45 X X X 3 1.8% 97.6% X X X X X X 6 3.6% 95.8% X X X X X X X X X X 10 6.0% 92.2% X X X X X X X X X X X X X X X 15 9.0% 86.1% X X X X X X X X X X X X X X X X X X 18 10.8% 77.1 40 X X X X X X X X X X X X X X X X X X X X X X X X 24 14.5% 66.3% X X X X X X X X X X X X X X X X X X X X X X X X 24 14.5% 51.8% XXXXXXXXXXXXXXX 15 9.0% 37.3% X X X X X X X X X X X X X X X 15 9.0% 28.3% X X X X X X X X X X 10 6.0% 19.3% 35 X X X X X X X 7 4.2% 13.3% X X X X X X X 7 4.2% 9.0% X X X X 4 2.4% 4.8% X X X X 4 2.4% 2.4% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0°A 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 166 UPPER LIMIT 10 MPH PACE: 43 MPH LOWER LIMIT 10 MPH PACE: 34 MPH 85th PERCENTILE SPEED: 41.9 MPH PERCENT OVER PACE: 7.8 % MEDIAN SPEED: 38.9 MPH PERCENT IN PACE: 87.3 % 15th PERCENTILE SPEED: 35.3 MPH PERCENT UNDER PACE: 4.8 % Spring 2022-42 Resolution No. 2022-4132 Page 152 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISPRING STREET PEACH HILL RD TO TIERRA REJADA RD DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 3:00 PM - 3:25 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF TIERRA REJADA DATE OF SURVEY 2/8/2022 85th PERCENTILE 47.6 MPH 10 MPH PACE 40-49 MPH PERCENT IN PACE 86.3 POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.19 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 11,150 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-PEACH HILL/TIERRA REJADA CROSSWALKS AT PEACH HILL(sch)/TIERRA REJADA PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES KEEP CLEAR(SB)AT CHRISTIAN BARRETT ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.66 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE SLIGHT-GRADUAL"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO(NB) - YES/FEW (SB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NARROW ROADWAY ADJACENT LAND USE RESIENTIAL non-fronting)/COMMERCIAL(at Tierra Rejada)/PARK RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: • The recommended 45 mph speed limit is within 2.6 mph of the 85th percentile speed and meets CVC standards. File: Spring 2022-43 1 Resolution No. 2022-4132 Page 153 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING STREET PEACH HILL RD TO TIERRA REJADA RD DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 3:00 PM - 3:25 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 x 99.5% 50 X 98.0% 49 x 93.9% }PACE 48 X 88.3% }PACE 47 x 79.7% }PACE ---85PCT 46 X 70.6% }PACE 45 X 59.9% }PACE 44 X 48.2% }PACE ---MEAN 43 x 38.1% }PACE 42 x 27.9% }PACE 41 X 18.8% }PACE 40 x 12.7% }PACE ---15PCT 39 X 7.6% 38 X 4.6% 37 x 1.5% 36 x 0.5% 35 X 0.0% 34 X 0.0% 33 X 0.0% 32 X 0.0% 31 X 0.0% 30 x 0.0% 29 x 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 47.6 MPH PERCENT OVER PACE: 6.1 % MEDIAN SPEED: 44.2 MPH PERCENT IN PACE: 86.3 % 15th PERCENTILE SPEED: 40.4 MPH PERCENT UNDER PACE: 7.6 Spring 2022-43 animmonsimmor Resolution No. 2022-4132 Page 154 RADAR SPEED DISTRIBUTION SHEET HCI CITY SPRING OF STREET O O R P A R K PEACH HILL RD TO TIERRA REJADA RD DATE: 2/8/2022 SURVEY BY: E. BUENDIA TIME: 3:00 PM - 3:25 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% X 1 0.5%, 100.0% X X X 3 1.5% 99.5% 50 X X X X X X X X 8 4.1% 98.0% X X X X X X X X X X X 11 5.6% 93.9% X X X X X X X X X X X X X X X X X 17 8.6% 88.3% X X X X X X X X X X X X X X X X X X 18 9.1% 79.7% X X X X X X X X X X X X X X X X X X X X X 21 10.7% 70.6% 45 X X X X X X X X X X X X X X X X X X X X X X X 23 11.7% 59.9% X X X X X X X X X X X X X X X X X X X X 20 10.2% 48.2% X X X X X X X X X X X X X X X X X X X X 20 10.2% 38.1 X X X X X X X X X X X X X X X X X X 18 9.1% 27.9% X X X X X X X X X X X X 12 6.1% 18.8% 40 X X X X X X X X X X 10 5.1% 12.7% X X X X X X 6 3.0% 7.6% X X X X X X 6 3.0% 4.6% X X 2 1.0% 1.5% X 1 0.5% 0.5% 35 0.0% 0.0% 0.0% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 197 UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 47.6 MPH PERCENT OVER PACE: 6.1 % MEDIAN SPEED: 44.2 MPH PERCENT IN PACE: 86.3 % 15th PERCENTILE SPEED: 40.4 MPH PERCENT UNDER PACE: 7.6 % Spring 2022-43 Resolution No. 2022-4132 Page 155 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCISPRING ROAD PEACH HILL RD TO TIERRA REJADA RD (mil DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 3:30 PM - 4:05 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF TIERRA REJADA DATE OF SURVEY 2/8/2022 85th PERCENTILE 45.2 MPH 10 MPH PACE 38-47 MPH PERCENT IN PACE 80.3 % POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 9,100 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-PEACH HILL/TIERRA REJADA CROSSWALKS AT PEACH HILL(sch)/TIERRA REJADA PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.66 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE SLIGHT-GRADUAL"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO(NB) - YES/FEW (SB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NARROW ROADWAY ADJACENT LAND USE RESIDENTIAL(non-fronting)/COMMERCIAL(at Tierra Rejada)/PARK/CHURCH RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 0.2 mph of the 85th percentile speed and meets CVC standards. File: Spring 2022-44 Resolution No. 2022-4132 Page 156 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING ROAD PEACH HILL RD TO TIERRA REJADA RD DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 3:30 PM - 4:05 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 x 100.0% 51 X 100.0% 50 x 99.5% 49 X 98.9% 48 X 96.7% 47 X 95.1% }PACE 46 X 89.6% }PACE 45 X 84.2% }PACE ---85PCT 44 X 77.6% }PACE 43 X 69.4% }PACE 42 x 61.2% }PACE 41 x 52.5% }PACE 40 X 45.4% }PACE.---MEAN 39 x 33.9% }PACE 38 X 24.0% }PACE 37 x 14.8% ---15PCT 36 X 9.3% 35 x 4.4% 34 X 2.2% 33 X 0.5% 32 x 0.0% 31 X 0.0°/a 30 X 0.0% 29 X 0.0% 28 x 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 x 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 x 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 45.2 MPH PERCENT OVER PACE: 10.4 % MEDIAN SPEED: 40.7 MPH PERCENT IN PACE: 80.3 % 15th PERCENTILE SPEED: 37.0 MPH PERCENT UNDER PACE: 14.8 % Spring 2022-44 Resolution No. 2022-4132 Page 157 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK SPRING ROAD PEACH HILL RD TO TIERRA REJADA RD DATE: 2/8/2022 SURVEY BY: C. BUENDIA TIME: 3:30 PM - 4:05 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% X 1 0.5% 100.0% 50 X 1 0.5% 99.5% X X X X 4 2.2% 98.9% X X X 3 1.6% 96.7% X X X X X X X X X X 10 5.5% 95.1 X X X X X X X X X X 10 5.5% 89.6% 45 X X X X X X X X X X X X 12 6.6% 84.2% X X X X X X X X X X X X X X X 15 8.2% 77.6% X X X X X X X X X X X X X X X 15 8.2% 69.4% X X X X X X X X X X X X X X X X 16 8.7% 61.2% X X X X X X X X X X X X X 13 7.1% 52.5% 40 X X X X X X X X X X X X X X X X X X X X X 21 11.5% 45.4% X X X X X X X X X X X X X X X X X X 18 9.8% 33.9% X X X X X X X X X X X X X X X X X 17 9.3% 24.0% X X X X X X X X X X 10 5.5% 14.8% X X X X X X X X X 9 4.9% 9.3% 35 X X X X 4 2.2% 4.4% X X X 3 1.6% 2.2% X 1 0.5% 0.5% 0.0% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 183 UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 45.2 MPH PERCENT OVER PACE: 10.4 % MEDIAN SPEED: 40.7 MPH PERCENT IN PACE: 80.3 % 15th PERCENTILE SPEED: 37.0 MPH PERCENT UNDER PACE: 14.8 % Spnng 2022-44 Resolution No. 2022-4132 Page 158 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCITIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 9:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OFMILLER DATE OF SURVEY 2/9/2022 85th PERCENTILE 48.3 MPH 10 MPH PACE 40-49 MPH PERCENT IN PACE 71.5 POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 6 TOTAL ACCIDENTS 12 ANNUAL ACCIDENT RATE 3.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.58 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 18,450 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-FWY NB&SB RAMPS/SUNSET VALLEY/MILLER/SPRING CROSSWALKS AT MILLER/SPRING PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC YES-LOCAL DELIVERIES ONLY ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES NO TRUCKS OVER 2 AXELS WB ON TIERRA REJADA ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.77 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE SLIGHT"S"CURVES LATERAL VISIBILITY GOOD ROAD CONDITIONS FAIR SIDEWALKS/DRIVEWAYS YES(WB)/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND DIRT SHOULDERS EB SUNSET VALLEY TO FWY ADJACENT LAND USE RESIDENTIAL(non-fronting)/OPEN-AGRICULTURE/GOLF CENTER(e/o fwy) RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 3.3 mph of the 85th percentile speed and meets CVC standards. File: Tierra Rejada 2022-45 Resolution No. 2022-4132 Page 159 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 9:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 98.4% 55 x 97.8% 54 X 97.3% 53 X 96.2% 52 x 95.7% 51 X 95.7% 50 X 93.5% 49 x 89.2% }PACE 48 x 82.8% }PACE ---85PCT 47 x 76.9% }PACE 46 X 66.1% }PACE 45 x 58.1% }PACE 44 X 46.2% }PACE•---MEAN 43 x 39.2% }PACE 42 x 32.3% }PACE 41 X 24.7% }PACE 40 X 23.1% }PACE 39 X 17.7% 38 x 11.3% ---15PCT 37 x 10.2% 36 x 7.0% 35 x 3.2% 34X 1.6% 33 X 1.1% 32 X 0.5% 31 x 0.0% 30 X 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 x 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 x 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 48.3 MPH PERCENT OVER PACE: 17.2 % MEDIAN SPEED: 44.3 MPH PERCENT IN PACE: 71.5 % 15th PERCENTILE SPEED: 38.6 MPH PERCENT UNDER PACE: 17.7 % Tierra Rejada 2022-45 Resolution No. 2022-4132 Page 160 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK TIER RA REJADA ROAD EAST CITY LIMITS TO SPRING ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 9:30 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% X X X 3 1.6% 100.0% X 1 0.5% 98.4% 55 X 1 0.5% 97.8% X X 2 1.1% 97.3% X 1 0.5% 96.2% 0 0.0% 95.7% X X X X 4 2.2% 95.7% 50 X X X X X X X X 8 4.3% 93.5% XXXXXXXXXXXX 12 6.5% 89.2% X X X X X X X X X X X 11 5.9% 82.8% X X X X X X X X X X X X X X X X X X X X 20 10.8% 76.9% X X X X X X X X X X X X X X X 15 8.1% 66.1% 45 X X X X X X X X X X X X X X X X X X X X X X 22 11.8% 58.1 X X X X X X X X X X X X X 13 7.0% 46.2% X X X X X X X X X X X X X 13 7.0% 39.2% X X X X X X X X X X X X X X 14 7.5% 32.3% X X X 3 1.6% 24.7% 40 X X X X X X X X X X 10 5.4% 23.1% X X X X X X X X X X X X 12 6.5% 17.7% X X 2 1.1% 11.3% X X X X X X 6 3.2% 10.2% X X X X X X X 7 3.8% 7.0% 35 X X X 3 1.6% 3.2% X 1 0.5% 1.6% X 1 0.5% 1.1% X 1 0.5% 0.5% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 _ 0.0% TOTAL VEHICLES 186 UPPER LIMIT 10 MPH PACE: 49 MPH LOWER LIMIT 10 MPH PACE: 40 MPH 85th PERCENTILE SPEED: 48.3 MPH PERCENT OVER PACE: 17.2 % MEDIAN SPEED: 44.3 MPH PERCENT IN PACE: 71.5 % 15th PERCENTILE SPEED: 38.6 MPH PERCENT UNDER PACE: 17.7 % Tierra Rejada 2022-45 Resolution No. 2022-4132 Page 161 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI TIEDATE: REJADA 20 SURVEY BY A ROAD TO PEACH HILL C. BU ND A RD TIME: 9:30 AM - 10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF HIDDEN PINES DATE OF SURVEY 2/9/2022 85th PERCENTILE 49.2 MPH 10 MPH PACE 42-51 MPH PERCENT IN PACE 78.4% POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 0.13 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 22,300 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-PEACH HILL/SPRING CROSSWALKS AT PEACH HILL/SPRING PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ELECTRONIC DIGITAL SPEED FEEDBACK ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.98 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO(WB) - PARTIAL/NO(EB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL(non-fronting)/COMMERCIAL(at Spring) RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is 4.2 mph below the newly measured 85th percentile speed and meets CVC standards. File: Tierra Rejada 2022-46 I Resolution No. 2022-4132 Page 162 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD SPRING RD TO PEACH HILL RD DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 x 100.0% 56 x 99.5% 55 x 98.9% 54 X 98.4% 53 X 97.3% 52 x 96.2% 51 X 95.1% }PACE 50 x 89.7% }PACE 49 X 83.8% }PACE ---85PCT 48 x 76.8% }PACE 47 x 72.4% }PACE 46 x 65.4% }PACE 45 x 54.6% }PACE 44 X 44.3% }PACE•---MEAN 43 X 33.0% }PACE 42 x 27.0% }PACE 41 X 16.8% 40 X 11.4% ---15PCT 39 x 7.0% 38 X 5.4% 37 X 4.3% 36 X 3.2% 35 X 3.2°/a 34 X 1.6% 33 X 1.1% 32 x 0.5% 31 X 0.0% 30 X 0.0% 29 X 0.0% 28 x 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 51 MPH LOWER LIMIT 10 MPH PACE: 42 MPH 85th PERCENTILE SPEED: 49.2 MPH PERCENT OVER PACE: 10.3 % MEDIAN SPEED: 44.6 MPH PERCENT IN PACE: 78.4 % 15th PERCENTILE SPEED: 40.7 MPH PERCENT UNDER PACE: 16.8 Tierra Rejada 2022-46 Resolution No. 2022-4132 Page 163 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK TIERRA REJADA ROAD SPRING RD TO PEACH HILL RD DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 9:30 AM - 10:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% X 1 0.5% 100.0% X 1 0.5% 99.5% 55 X 1 0.5% 98.9% X X 2 1.1% 98.4% X X 2 1.1% 97.3% X X 2 1.1% 96.2% X X X X X X X X X X 10 5.4% 95.1% 50 X X X X X X X X X X X 11 5.9% 89.7% X X X X X X X X X X X X X 13 7.0% 83.8% X X X X X X X X 8 4.3% 76.8% XXXXXXXXXXXXX 13 7.0% 72.4% X X X X X X X X X X X X X X X X X X X X 20 10.8% 65.4% 45 X X X X X X X X X X X X' X X X X X X X 19 10.3% 54.6% X X X X X X X X X X X X X X X X X X X X X 21 11.4% 44.3% X X X X X X X X X X X 11 5.9% 33.0% X X X X X X X X X X X X X X X X X X X 19 10.3% 27.0% X X X X X X X X X X 10 5.4% 16.8% 40 X X X X X X X X 8 4.3% 11.4% X X X 3 1.6% 7.0% X X 2 1.1% 5.4% X X 2 1.1% 4.3% 0 0.0% 3.2% 35 X X X 3 1.6% 3.2% X 1 0.5% 1.6% X 1 0.5% 1.1% X 1 0.5% 0.5% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 185 UPPER LIMIT 10 MPH PACE: 51 MPH LOWER LIMIT 10 MPH PACE: 42 MPH 85th PERCENTILE SPEED: 49.2 MPH PERCENT OVER PACE: 10.3 % MEDIAN SPEED: 44.6 MPH PERCENT IN PACE: 78.4 % 15th PERCENTILE SPEED: 40.7 MPH PERCENT UNDER PACE: 16.8 % Tierra Rejada 2022-46 mom Resolution No. 2022-4132 Page 164 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI TARE O A REJADA ROAD PEA IL CH RD TO MOUNTAINTRAIL ST D 22 BY: C. TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF MOUNTAIN MEADOW DATE OF SURVEY 2/9/2022 85th PERCENTILE 48.5 MPH 10 MPH PACE 39-48 MPH PERCENT IN PACE 69.2 POSTED SPEED LIMIT 45 MPH/*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 13,900 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-MTN TRAIL/MTN MEADOW/WALNUT CREEK/PEACH HILL CROSSWALKS AT MTN TRAIL(sch)/MTN MEADOW(sch)/WALNUT CREEK/PEACH HILL PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC YES ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKES LANES NO TRUCKS MORE THAN 2 AXELS(WB) ELECTRONIC DIGITAL SPEED FEEDBACK(e/o Mountain Meadow) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 1.15 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND BUS STOPS w/CUT OUTS ADJACENT LAND USE RESIENTIAL(non-fronting)/MTN MEADOW ELEMENTARY SCHOOL/PARK RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph is within 3.5 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Tierra Rejada 2022-47 Resolution No. 2022-4132 Page 165 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 x 100.0% 55 x 100.0% 54 X 99.4% 53 x 98.8% 52 x 97.1% 51 x 95.3% 50 x 90.7% 49 X 87.2% 48 X 83.1% }PACE ---85PCT 47 X 79.1% }PACE 46 x 70.3% }PACE 45 X 61.6% }PACE 44 x 54.7% }PACE 43 x 50.0% }PACE ---MEAN 42 x 43.6% }PACE 41 X 34.9% }PACE 40 X 29.7% }PACE 39 X 20.9% }PACE 38 X 14.0% ---15PCT 37 x 9.9% 36 x 4.1 35 X 2.3% 34 X 1.2% 33 x 0.6% 32 x 0.6% 31 x 0.0% 30 X 0.0% 29 x 0.0% 28 X 0.0% 27 X 0.0% 26 x 0.0% 25 X 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0% 21 x 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 X 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 48.5 MPH PERCENT OVER PACE: 20.9 % MEDIAN SPEED: 43.0 MPH PERCENT IN PACE: 69.2 % 15th PERCENTILE SPEED: 38.2 MPH PERCENT UNDER PACE: 14.0 Tierra Rejada 2022-47 Resolution No. 2022-4132 Page 166 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 10:00 AM - 10:30 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 X 1 0.6% 100.0% X 1 0.6% 99.4% X X X 3 1.7% 98.8% X X X 3 1.7% 97.1 X X X X X X X X 8 4.7% 95.3% 50 X X X X X X 6 3.5% 90.7% X X X X X X X 7 4.1% 87.2% X X X X X X X 7 4.1% 83.1% X X X X X X X X X X X X X X X 15 8.7% 79.1% X X X X X X X X X X X X X X X 15 8.7% 70.3% 45 X X X X X X X X X X X X 12 7.0% 61.6% X X X X X X X X 8 4.7% 54.7% X X X X X X X X X X X 11 6.4% 50.0% X X X X X X X+ X X X X X X X X 15 8.7% 43.6% X X X X X X X X X 9 5.2% 34.9% 40 X X X X X X X X X X X X X X X 15 8.7% 29.7% X X X X X X X X X X X X 12 7.0% 20.9% X X X X X X X 7 4.1% 14.0% X X X X X X X X X X 10 5.8% 9.9% X X X 3 1.7% 4.1% 35 X X 2 1.2% 2.3% X 1 0.6% 1.2% 0 0.0% 0.6% X 1 0.6% 0.6% 0.0% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0%1 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 172 UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 48.5 MPH PERCENT OVER PACE: 20.9 % MEDIAN SPEED: 43.0 MPH PERCENT IN PACE: 69.2 % 15th PERCENTILE SPEED: 38.2 MPH PERCENT UNDER PACE: 14.0 Tierra Rejada 2022-47 mum Resolution No. 2022-4132 Page 167 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCITIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE (mil DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 10:45 AM - 11:20 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF COURTNEY DATE OF SURVEY 2/9/2022 85th PERCENTILE 47.5 MPH 10 MPH PACE 39-48 MPH PERCENT IN PACE 69.9 POSTED SPEED LIMIT 45 MPH/*25 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.24 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 12,650 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL- LOS ANGELES!COUNTRYWOOD/MTN TRAIL!SHOP CTR CROSSWALKS AT LOS ANGELES!COUNTRYWOOD(sch)!MTN TRAIL(sch)/SHOP CTR(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO (LOCAL DELIVERIES ONLY) ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ELECTRONIC DIGITAL SPEED FEEDBACK (n/o Countrywood) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.89 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ROADWAY TRAVELS(CURVES)E/W TO N/S ADJACENT LAND USE RESIENTIAL non-fronting)/MOORPARK HS/COMMERCIAL/PARK/DRAINAGE WASH RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 2.5 mph of the 85th percentile speed and meets CVC standards. 25 MPH When Children Present.School Zone File: Tierra Rejada 2022-48 Resolution No. 2022-4132 Page 168 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES Ab DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 10:45 AM - 11:20 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 x 100.0% 54 X 100.0% 53 x 100.0% 52 x 98.4% 51 x 97.3% 50 x 96.8% 49 X 91.9% 48 x 87.1% }PACE 47 X 82.8% }PACE ---85PCT 46 X 76.3% }PACE 45 x 68.8% }PACE 44 X 59.1% }PACE 43 X 51.6% }PACE 42 x 46.2% }PACE ---MEAN 41 X 40.3% }PACE 40 x 32.3% }PACE 39 X 22.6% }PACE 38 X 17.2% 37 x 14.0% ---15PCT 36 X 9.7% 35 X 6.5% 34 X 3.8% 33 X 1.6% 32X 1.1% 31 X 0.5% 30 X D.0% 29 X 0.0% 28 x 0.0% 27 x 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 x 0.0% 22 X 0.0°%° 21 x 0.0°/o 20 X 0.0°/o 19 x 0.0% 18 x 0.0% 17 x 0.0% 16 x 0.0% 15 X 0.0% UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 47.5 MPH PERCENT OVER PACE: 12.9 % MEDIAN SPEED: 42.7 MPH PERCENT IN PACE: 69.9 % 15th PERCENTILE SPEED: 37.3 MPH PERCENT UNDER PACE: 17.2 % Tierra Rejada 2022-48 Resolution No. 2022-4132 Page 169 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE DATE: 2/9/2022 SURVEY BY: C. BUENDIA TIME: 10:45 AM - 11:20 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% X X X 3 1.6% 100.0% X X 2 1.1% 98.4% X 1 0.5% 97.3% 50 X X X X X X X X X 9 4.8% 96.8% X X X X X X X X X 9 4.8% 91.9% X X X X X X X X 8 4.3% 87.1 X X X X X X X X X X X X 12 6.5% 82.8% X X X X X X X X X X X X X X 14 7.5% 76.3% 45 X XXX X X X X X X X X X X X X X X 18 9.7% 68.8% X X X X X X X X X X X X X X 14 7.5% 59.1 X X X X X X X X X X 10 5.4% 51.6% X X X X X X X X X X X 11 5.9% 46.2% X X X X X X X X X X X X X X X 15 8.1% 40.3% 40 X X X X 'X X X X X X X X X X X X X X 18 9.7% 32.3% XXXXXXXXXX 10 5.4% 22.6% X X X X X X 6 3.2% 17.2% X X X X X X X X 8 4.3% 14.0% X X X X X X 6 3.2%, 9.7% 35 X X X X X 5 2.7% 6.5% X X X+ X 4 2.2% 3.8% X 1 0.5% 1.6% X 1 0.5% 1.1 X 1 0.5% 0.5% 30 0.0% 0.0% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 186 UPPER LIMIT 10 MPH PACE: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 47.5 MPH PERCENT OVER PACE: 12.9 % MEDIAN SPEED: 42.7 MPH PERCENT IN PACE: 69.9 % 15th PERCENTILE SPEED: 37.3 MPH PERCENT UNDER PACE: 17.2 % Tierra Rejada 2022-48 Resolution No. 2022-4132 Page 170 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI UNIVERSDATE: ITY DRIVE GRIFFITH LANE 2/10/2022 & 2/11/2022 SURVEYTOCOLLINSVE B: E. BUENDIA TIME: 8:00-9:00 AM & 9:00-10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF BORGES DATE OF SURVEY 2/10/2022 & 85th PERCENTILE 31.8 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 89.7 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 0 TOTAL ACCIDENTS 0 ANNUAL ACCIDENT RATE 0.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 450 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-COLLINS CROSSWALKS COLLINS PEDESTRIAN/BICYCLES FEW I YES TRUCK TRAFFIC NO ON-STREET PARKING YES OTHER AREAS OF 1 HR PARKING/AREAS OF NO PARKING 8am-8pm ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.30 VERTICAL CURVE GRADUAL UPHILL(NB) HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER NO STREET STRIPING ADJACENT LAND USE RESIENTIAL(NF)/MOORPARK COMMUNITY COLLEGE/PARK-POOL RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 1.8 mph of the 85th percentile speed and meets CVC standards. NF=Non-Fronting File: University 2022-49 Resolution No. 2022-4132 Page 171 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI UNIVERSITY DRIVE GRIFFITH LANE TO COLLINS AVE D /2022 & 2/11/2022 SURVEY BY: E. BUENDIA TEME30 AM & 9:00-- 12:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 x 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 100.0% 44 X 100.0% 43 X 100.0% 42 X 100.0% 41 X 100.0% 40 X 100.0% 39 X 100.0% 38 X 100.0% 37 X 100.0% 36 X 99.1% 35 x 98.1% 34 X 95.3% }PACE 33 X 92.5% }PACE 32 X 86.9% }PACE 31 X 77.6% }PACE ---85PCT 30 X 69.2% }PACE 29 x 55.1% }PACE 28 X 43.9% }PACE•---MEAN 27 x 31.8% }PACE 26 x 20.6% }PACE 25 X 11.2% }PACE ---15PCT 24 x 5.6% 23 x 2.8% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 x 0.0% 17 X 0.0% 16 x 0.0% 15x 0.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 31.8 MPH PERCENT OVER PACE: 7.5 % MEDIAN SPEED: 28.5 MPH PERCENT IN PACE: 89.7 % 15th PERCENTILE SPEED: 25.4 MPH PERCENT UNDER PACE: 5.6 % University 2022-49 Resolution No. 2022-4132 Page 172 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK UNIVERSITY DRIVE GRIFFITH LANE TO COLLINS AVE DA2-/HO/2022 & 2/11/2022 SURVEY BY: E. BUENDIA TIVE:00 AM & 9:00 - 12:00 AM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 100.0% 100.0% 100.0% X 1 0.9% 100.0% X 1 0.9% 99.1 35 X X X 3 2.8% 98.1 X X X 3 2.8% 95.3% X X X X X X 6 5.6% 92.5% X X X X X X X X X X 10 9.3% 86.9% X X X X X X X X X 9 8.4% 77.6% 30 X X X X X X X X X X X X X X X 15 14.0% 692% X X X X X X X X X X X X 12 11.2% 55.1 X X X X X X X X X X X X X 13 12.1% 43.9% X X X X X X X X X X X X 12 11.2% 31.8% X X X X X X X X X X 10 9.3% 20.6% 25 X X X X X X 6 5.6% 11.2%+ X X X 3 2.8% 5.6% X X X 3 2.8% 2.8% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 107 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 31.8 MPH PERCENT OVER PACE: 7.5 % MEDIAN SPEED: 28.5 MPH PERCENT IN PACE: 89.7 % 15th PERCENTILE SPEED: 25.4 MPH PERCENT UNDER PACE: 5.6 University 2022-49 Resolution No. 2022-4132 Page 173 ENGINEERING AND TRAFFIC SURVEY T CITY OF MOORPARK HCUT CREEK� 2ROAD MOUNTAIN IN TRAIL ESTT`TO TIERRAA REJADA RD DATE: TIME: 1:15 PM - 2:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF FOREST GLENN DATE OF SURVEY 2/9/2022 85th PERCENTILE 32.6 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 92.0 % POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.68 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,500 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-HILLSIDE/MOUNTAIN TRAIL CROSSWALKS AT TIERRA REJADA /HILLSIDE(sch)/MOUNTAIN TRAIL(sch) PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.80 VERTICAL CURVE SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE / BUS PULL OUTS ADJACENT LAND USE RESIDENTIAL(non-fronting)w/COMMUNITY POOL RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 2.6 mph of the percentile speed and meets CVC standards. File: Walnut Creek 2022-50 Resolution No. 2022-4132 Page 174 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA F DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 1:15 PM - 2:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 100.0% 44 x 100.0% 43 X 100.0% 42 x 100.0% 41 X 100.0% 40 X 100.0% 39 X 99.1% 38 X 99.1 37 x 99.1 36 X 99.1% 35 x 96.5% 34 X 93.8% }PACE 33 x 88.5% }PACE 32 X 78.8% }PACE ---85PCT 31 x 67.3% }PACE 30 X 56.6% }PACE 29 X 42.5% }PACE ---MEAN 28 X 27.4% }PACE 27 x 17.7% }PACE 26 X 11.5% }PACE ---15PCT 25 X 6.2% }PACE 24 X 1.8% 23 X 0.9% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 X 0.0% 18 X 0.0% 17 X 0.0% 16 X D.0% 15 X D.0% UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.6 MPH PERCENT OVER PACE: 6.2 % MEDIAN SPEED: 29.5 MPH PERCENT IN PACE: 92.0 % 15th PERCENTILE SPEED: 26.6 MPH PERCENT UNDER PACE: 1.8 Walnut Creek 2022-50 Resolution No. 2022-4132 Page 175 RADAR SPEED DISTRIBUTION SHEET HCI CITY OF MOORPARK WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA RD DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 1:15 PM - 2:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 100.0% 100.0% 100.0% 100.0% 100.0% 40 X 1 0.9% 100.0% 0 0.0% 99.1% 0 0.0% 99.1% 0 0.0% 99.1% X X X 3 2.7% 99.1% 35 X X X 3 2.7% 96.5% X X X X X X 6 5.3% 93.8% X X X X X X X X X X X 11 9.7% 88.5% X X X X X X X X X X X X X 13 11.5% 78.8% X X X X X X X X X X X X 12 10.6% 67.3% 30 X X X X X X X X X X X X X X X X 16 14.2% 56.6% X X X X X X X X X X X X X X X X X 17 15.0% 42.5% X X X X' X X X X X X X 11 9.7% 27.4% X X X X X X X 7 6.2% 17.7% X X X X X X 6 5.3% 11.5% 25 X X X X X 5 4.4% 6.2% X 1 0.9% 1.8% X 1 0.9% 0.9% 0.0% 0.0% 20 0.0% 0.0% 0.0% 0.0% 0.0% 15 0.0% TOTAL VEHICLES 113 UPPER LIMIT 10 MPH PACE: 34 MPH LOWER LIMIT 10 MPH PACE: 25 MPH 85th PERCENTILE SPEED: 32.6 MPH PERCENT OVER PACE: 6.2 % MEDIAN SPEED: 29.5 MPH PERCENT IN PACE: 92.0 % 15th PERCENTILE SPEED: 26.6 MPH PERCENT UNDER PACE: 1.8 Walnut Creek 2022-50 Resolution No. 2022-4132 Page 176 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI WALNUT CREEK T ROAD TIERRA REJADA RD BUOENDIA MOUNTAIN MEADOW DR DATE: TIME: 2:20 PM - 3:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF HAVENCREST DATE OF SURVEY 2/9/2022 85th PERCENTILE 39.3 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 86.1 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 2 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR (SPEED RELATED ONLY) ACC./MILLION VEH.MILES 2.24 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,200 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-MOUNTAIN MEADOW CROSSWALKS AT TIERRA REJADA PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES BUS PULL OUTS ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.51 VERTICAL CURVE SLIGHT-GRADUAL UP/DOWNHILL GRADES HORIZONTAL CURVE MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DOUBLE YELLOW CENTERLINE ADJACENT LAND USE RESIENTIAL(non-fronting) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 4.3 mph of the 85th percentile speed and meets CVC standards. File: Walnut Creek 2022-51 Resolution No. 2022-4132 Page 177 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOW DR DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 2:20 PM - 3:15 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 X 100.0% 59 X 100.0% 58 X 100.0% 57 X 100.0% 56 X 100.0% 55 X 100.0% 54 X 100.0% 53 X 100.0% 52 X 100.0% 51 X 100.0% 50 X 100.0% 49 x 100.0% 48 X 100.0% 47 X 100.0% 46 X 100.0% 45 X 100.0% 44 X 99.2% 43 X 98.4% 42 X 95.1 41 X 92.6% }PACE 40 X 87.7% }PACE 39 X 83.6% }PACE ---85PCT 38 X 77.9% }PACE 37 x 69.7% }PACE 36 X 58.2% }PACE 35 x 45.9% }PACE ---MEAN 34 X 32.8% }PACE 33 X 23.0% }PACE 32 x 13.1% }PACE ---15PCT 31 X 6.6% 30 X 2.5% 29 X 0.8% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22 X 0.0% 21 X 0.0% 20 X 0.0% 19 x 0.0% 18 X 0.0% 17 X 0.0% 16 x 0.0% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.3 MPH PERCENT OVER PACE: 7.4 % MEDIAN SPEED: 35.3 MPH PERCENT IN PACE: 86.1 % 15th PERCENTILE SPEED: 32.2 MPH PERCENT UNDER PACE: 6.6 % Walnut Creek 2022-51 Resolution No. 2022-4132 Page 178 RADAR SPEED DISTRIBUTION SHEET HCICITY OF MOORPARK WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOVI DATE: 2/9/2022 SURVEY BY: E. BUENDIA TIME: 2:20 PM - 3:15 PM CHECKED BY: JERRY STOCK NUMBER OF VEHICLES CUM. SPEED 5 10 15 20 25 VEH. PCT. PCT. 60 100.0% 100.0% 100.0% 100.0% 100.0% 55 100.0% 100.0% 100.0% 100.0% 100.0% 50 100.0% 100.0% 100.0% 100.0% 100.0% 45 X 1 0.8% 100.0% X 1 0.8% 99.2% X X X X 4 3.3% 98.4% X X X 3 2.5% 95.1 X X X X X X 6 4.9% 92.6% 40 X X X X X 5 4.1% 87.7% X X X X X X X 7 5.7%, 83.6% XXXXXXXXXX 10 8.2% 77.9% XXXXXXXXXXXXXX 14 11.5% 69.7% X X X X X X X X X X X X X X X 15 12.3% 58.2% 35 X X X X X X X X X X X X X X X X 16 13.1% 45.9% XXXXXXXXXXXX 12 9.8% 32.8% X X X X X X X X X X X X 12 9.8% 23.0% X X X X X X X X 8 6.6% 13.1% X X X X X 5 4.1% 6.6% 30 X X 2 1.6% 2.5% X 1 0.8% 0.8% 0.0% 0.0% 0.0% 25 0.0% 0.0% 0.0% 0.0% 0.0% 20 0.0% 0.0% 0.0 0.0 0.0% 15 0.0% TOTAL VEHICLES 122 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.3 MPH PERCENT OVER PACE: 7.4 % MEDIAN SPEED: 35.3 MPH PERCENT IN PACE: 86.1 % 15th PERCENTILE SPEED: 32.2 MPH PERCENT UNDER PACE: 6.6 Walnut Creek 2022-51 Resolution No. 2022-4132 Page 179 APPENDIX B Resolution No. 2022-4132 Papa 1 Rn TRAFFIC RADAR CERTIFICATION IK( RH F Inc. TESTED TO NHTSA SPECIFICATIONS/IACP CRITICAL PERFORMANCE STANDARDS Radar Repair (NHTSA)National Highway and Traffic Safety Administration. (IACP)International Association of Chiefs of Police. 16202 Keats Circle R.H.F.is a certified independent testing and repair facility. Westminster,Calif.92683 1 TEST ID Date Received_ Certification Number S �Q -1 7-2d / Make Model Stalker- Type(1-IV) Directional radar Same direction 2 DEVICE ID Applied Concepts Dual SL or DSR IV o Yes pNo Yes o No C t jt$uAit y1�3 Antenna-1 S/N D 2 6 7 Z-7 Antenna-2 S/N p 3 3 c,?9 §2.4/§5.4 L�j e?ea l 5:1 Last date calib. Freq. S gad h) Measure 3 TUNING FORK `� ! ) pG �p z�� PASS FAR CALIBRATION High spse11 fork/S/N Last date calib. Freq.(Hz) Spee mph) Meas�d+Hz)6 ._.`'7_`...U_0. . _ . _ Lo fork High fork Fork speed(mph) 25 40 Stationary mode �l §2.5/§5.5 Disp.Speed(mph) Z S T d RADAR DEVICE 4 TUNING FORK Moving mode TARGET SPEED Expected. Displayed. FAIL TESTS Opposite Direction (Hi fork—Lo fork) (mph) 15 (mph) !S TARGET SPEED Expected. Displayed. /S� Moving mode Hi fork+Lo fork (mph) 65 (mph) b Same Direction Hi fork-Lo fork 15 1 Standard supply Antenna 1 Antenna 2 / §2.6.1./§5.6.1 Voltage(V) 13.6 V Freq.GI-1z 3Y.7 26 Freq.GHz 3Y 7l, TRANSMISSION Standard supply Antenna 1 Antenna 2 FREQUENCY Voltage—20%(V) 10.8 V Freq.GHz .5`V 7 Za Freq.GHz 3 y, 71i' PASS FAIL STABILITY Standard supply Antenna 1 Antenna 2 voltage+20%(V) 16.3 V Freq.GHz 3 54 7 Z o Freq.GHzN/A 3 5i, 7/6 6 §2.6.5/§5.6.5 Mfg.Spec. Antenna 1 Antenna 2 PASS FAIL POWER DENSITY (max mW/cm) 5 2 Power(mW/cm) . 9 Power(mW/cm) §2.8/§5.8 Mfg.spec. LVA activates LVA deactivates 7 LOW VOLTAGE (V) 5 10.8 (V) O . z- (V) G7.a PASS FAIL. 8 §2.9.1/§5.9.1 A. Audio tone correlates with received Doppler signal .-Yes o No PAS. FAI1. DOPPLER AUDIO B. Functioning audio volume-adjustment control a Yes o No §2.12.4/§5.12.4 Mfg.Spec. Test results 9 INTERNAL PASS 7041 JSs.) FAIL CIRCUIT §2.12.6.5/§ A. Selects only targets moving towards radar o Yes c No ieN.A. 10 5.12.6.5 B. Selects only targets moving away from radar o Yes o No e'N.A. PASS FAIL DIRECTIONAL Stationary mode: Low speed spec. 12 Lo speed disp. / Z-- target channel(mph) Hi speed spec. 200 Hi speed disp. Z 00 §2.12.7/§2.12.8/ 5.12.7/5.12.8 Moving Mode Low speed spec. 20 Lo speed disp. Z p II LOW AND HIGH target channel(mph) PASS FAIL SPEED DISPLAY Hi speed spec. 200(C) Hi speed disp. Zoe TEST Moving Mode: Low speed spec. 15 Lo speed disp. j S patrol channel(mph) Hi speed spec. 79 Hi speed disp. 7, 12 §2.13/§5.13 PAS FAIL RFI TEST 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 .2-PASS ❑ FAIL 14 NHTSA/IACP CERTIFICATION _, ICertified by: Date: 7_/ -2_ 2 15 INVENTORY o Fork Cert o Manual o 2nd Ant. o Remote o Battery o Carrying Case o Other:(please list) lii Resolution No. 2022-4132 Page 181 TRAFFIC RADAR CERTIFICATION it RIIF Inc. TESTED TO NIITSA SPECIFICATIONS I IACP CRITICAL PERFORMANCE STANDARDS cedar (NHTSA)National Highway and Traffic Safety Administration. (IACP)International Association of Chiefs of Police. 16202 Keats Circle R.H.F.is a certified independent testing and repair facility. Westminster,Calif.92683 1 TEST ID Date Received Certification Number 7—/7-70 7re/96 Manufacturer �1,, Model: Type(I IV) Directional radar Same direction i�I l�I III ❑Yes gNo o Yes .e No 2 DEVICE ID Counti ni S yr Antenna-1 S/N N/A Antenna-2 S/N N/A §2.4/§5.4 Low speed fork S/N Last date calib. Freq.(Hz) Speed(m h) Measured(Hz) 3 TUNING FORK High See �S/N Last date calib. Freq. Speed d(mph) Measured l PASS FAIL CALIBRATION p ) p ) Lo fork High fork Fork speed(mph) 35 65 Stationary mode §2.5/§5.5 Disp.Speed(mph) 35— (C- 4 RADAR DEVICE Expected. Displayed. PAS,9 FAIL TUNING FORK Moving mode TARGET SPEED TESTS Opposite Direction (Hi fork—Lo fork) (mph) N/A (mph) N/A Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork+Lo fork (mph) N/A (mph) N/A Ho fork-Lo fork Standard supply Antenna 1 Antenna 2 §2.6.1./§5.6.1 Voltage(V) 13.6 V Freq.GI-Iz Z Y/575 Freq.GHz N/A • 5 TRANSMISSION Standard supply Antenna 1 Antenna 2CO FAIL FREQUENCY Voltage—20%(V) 10.8 V Freq.GI-Iz 2 LA /r 3 Freq.GHz N/A STABILITY Standard supply Antenna I Antenna 2 voltage+20%(V) 163 V Freq.GIIz 2 y .S 3 Freq.GHz N/A 6 §2.6.5/§5.6.5 Mfg.Spec. Antenna 1 Antenna 2 • FAIL • POWER DENSITY (max mW/c S m) < 5 Power(mW/cm) . Power(mW/cm) N/A §2.8/§5.8 Mfg.spec. LVA activates / LVA deactivates Afi / PASS FAIL. 7 LOW VOLTAGE (V) <10.8V (V) (V) /� 8 §2.9.1/§5.9.1 A. Audio tone correlates with received Doppler signal ,Yes ❑ No CP FAIL DOPPLER AUDIO B. Functioning audio volume-adjustment control .d Yes ❑ No §2.12.4/§5.12.4 Mfg.Spec. Test results 9 INTERNAL 3 Z 3 Z PASS FAIL CIRCUIT §2.12.6.5/§ A. Selects only targets moving towards radar ❑ Yes o No M14.A. 10 5.12.6.5 B. Selects only targets moving away from radar o Yes o No iieN.A. PASS FAIL .. DIRECTIONAL Stationary mode: Low speed spec. 20 Lo speed disp. 2.0 target channel(mph) Hi speed spec. 199 Ili speed disp. l / §2.12.7/§2.12.8/ • 5.12.7/5.12.8 Moving Mode Low speed spec. N/A Lo speed disp. N/A 11 LOW AND HIGH target channel(mph) PASS FAIT. SPEED DISPLAY Hi speed spec. N/A Eli speed disp. N/A TEST Moving Mode: Low speed spec. N/A Lo speed disp. N/A patrol channel(mph) Hi speed spec. N/A Hi speed disp. N/A 12 §2.13/§5.13 PASS FAIL RFI TEST • LABORATORY 13 COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 j'PASS ❑ FAIL 14 NHTSA/IACP CERTIFICATION Certified by: ADate: 7/ 7 - le) 15 INVENTORY ❑Fork Cert ❑Manual ❑2'd Ant. ❑Remote ❑Bat. • ❑Carrying Case o Other:(please list) Resolution No. 2022-4132 Page 182 Radar Certification Certificate of Completion and Competency DOPPLER RADAR OPERATION Nameathy Btiendia a Titic c 7-Gi-a•n Department Transportation has success/idly completed a course o/ instruction in (ha operation of Moving Car and Stationary Dopplor Radar and is deemed competent to utilize th me Doppler at to de- termine the velocity of mote es. 7/23/91 - �'atc lnb. 'tor 310 East Ninth stroot' L .d Owensboro,KY 42301 . 5ubsldlarios of MPO,Inc. (502)005.0200 MMET 1.T13>+ •.1 „yy =Tr. Resolution No. 2022-4132 Page 183 i-�+i'� rr a+ '`_ -� � �'{ � i�+= ��� '" J i't -�.-i , � Y} '`� { ides.~ 'fr�.'•'� /.ti+i Y� J+S'jr,• Baia '�+ _ {a :• ah} -y+,+,rr ■ ' .'Y r ! � � � ri��•t '',� "i f+' .f.� * .�{r. �•i�• � �2'.. ., - ", 7 1 CERTIFICATE OF COMPLETION 5 _ti . - THIS IS TO CERTIFY THAT - -= .;`r •4eetr r i X f !I:7.,:........3 1_ Eddy Buendia has successfully completed a course for Traffic Engineers ( FZ a ' sic on the operation of Radar devices in application with Traffic and Engineering Speed Surveys as outlined in the California Vehicle Code r aa., i -4 .- and the Manual of Uniform Traffic Control Devices. This course is based •- upon the standards as outlined by the National Highway Traffic Safety ..A' � ` Administration_ California Commission on P.0.S.T standards and .:r Section 40802 of the California Vehicle Code_ r 1•ts y' .-- f ,. ' 1, • 2_ Eddy Buendia completed the classroom instruction on operation and s ', of Radar devices, case law, traffic and engineering surveys, the �l� 1 California Vehicle Code as well as the test, set-up, operation and y'° identification of erroneous readings. _� ., 3. Eddy Buendia, in field settings demonstrated competence in the test and r:.- ' radar device. operation and trouble shootingof the device s set-up P :+- "" 1., and correct evaluation of readings provided by the device. t , .7„:,-▪ -. �'r-,, _' - 4. Eddy Buendia demonstrated competence in making visual speed estimations in actual field settings_ :," lj` - 5. Eddy Buendia is recognized for his competence as a Radar Operator ;4 .:'' this 19th day of.1uty„ 2021. , ▪" I VJ, a ,., , ,,,.. ,- „,.... ,, _.,„ -ZY-,. i - C Steve Chauncey .i\^µ d =- P.0_S_T_ Certified Radar Instructor l4 ` } {« t ., r i r+.' fl 7! ,j -FP:. y 4. . �ti v S'�4 �7i "�•! :, S1JrCi� 77• { j if 't I�4 ti• l sr r r a § , s ...„ }S, 4 'ti ti ~ , , Srs} *1•{.:,..c-.: Jr' ,+t, t..,,,�y'\• sue"'r �•/ -, l' ,_ 4r f_i�1 \,_ %, �+� °'.-Ir'. ..r t kj+-> :s F v,/ , r i6 i Resolution No. 2022-4132 Page 184 STATE OF CALIFORNIA ) COUNTY OF VENTURA ) ss. CITY OF MOORPARK ) I, Ky Spangler, City Clerk of the City of Moorpark, California, do hereby certify under penalty of perjury that the foregoing Resolution No. 2022-4132 was adopted by the City Council of the City of Moorpark at a regular meeting held on the 21st day of September, 2022, and that the same was adopted by the following vote: AYES: Councilmembers Castro, Enegren, Groff, Pollock and Mayor Parvin NOES: None ABSENT: None ABSTAIN: None WITNESS my hand and the official seal of said City this 22nd day of September, 2022. Ky Spa er, City erk (seal) p13K 2E:4 2).,1P 410V Q JUL,