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HomeMy WebLinkAboutAGENDA REPORT 2013 1218 CCSA REG ITEM 09C ITEM 9.C. MOORPARK CITY COUNCIL3__. =L- AD AGENDA REPORT -` , TO: Honorable City Council "`/'- • 02°i3 FROM: Dave Klotzle, City Engineer/Public Works Director DATE: December 10, 2013 (CC Meeting of 12118/2013) SUBJECT: Consider Resolution Rescinding Resolution No. 2008-2702 and Resolution No. 2008-2745 and Adopting the September 2013 Engineering and Traffic Survey and Approving Speed Limits and Posting of Speed Limit Signs on Certain Street Segments Identified in Said Survey BACKGROUND On August 16, 2006, the City Council adopted Resolution No. 2006-2511 approving speed limits and the posting of speed limit signs on certain roadway segments within the City based on an Engineering and Traffic Survey for Speed Limits prepared in August 2006. On April 2, 2008, the City Council adopted Resolution No. 2008-2702 approving speed limits and the posting of speed limit signs on the newly opened segment of Spring Road from Walnut Canyon Road to Charles Street based on an Engineering and Traffic Survey for Speed Limits prepared for that segment of Spring Road. On September 3, 2008, the City Council adopted Resolution No. 2008-2745 rescinding Resolution No. 2006-2511 and approving speed limits and the posting of speed limit signs on certain roadway segments within the City. The purpose of Resolution No. 2008-2745 was to revise the posted speed limit on Championship Drive from 40 miles per hour (mph) to 45 mph. The speed limit was posted at 40 mph based on the August 2006 Engineering and Traffic Survey for Speed Limits recommendation due to the curving roadway conditions. On June 25, 2008, the Superior Court of California, County of Ventura, dismissed a charge of speeding in the case of People v. Gaite, finding that the roadway conditions on Championship Drive are readily apparent to drivers and the posted speed limit should be 45 mph which is at the nearest 5 mph increment of the 85th percentile speed of 45.1 mph listed in the August 2006 Engineering and Traffic Survey for Speed Limits. Section 40802 of the California Vehicle Code (CVC) requires, as a prerequisite to the enforcement of any speed law with radar, the preparation and adoption of an 28 Honorable City Council December 18, 2013 Page 2 Engineering and Traffic Survey for Speed Limits. The City recently retained Hartzog and Grabill, Inc. to prepare an Engineering and Traffic Survey for Speed Limits for fifty-one roadway segments within the City. DISCUSSION The proposed resolution (Attachment 1) rescinds the previous resolutions approving speed limits, and approves current speed limits and the posting of speed limit signs based on the September 2013 Engineering and Traffic Survey for Speed Limits (Exhibit "A" of the proposed resolution). The survey sets forth a list of the street segments surveyed, along with the recommended speed limit for each segment. Most of the recommended speed limits remain unchanged from the current posted speed limits with the exception of those described in the table below. As stated in the September 2013 Engineering and Traffic Survey for Speed Limits, in order to employ radar enforcement, the posted speed limit for any street should be established at the nearest 5 mph increment at or below the 85th percentile speed (the speed at which eighty-five percent of the vehicles surveyed travel). However, the speed limit may be further reduced by 5 mph based on certain roadway conditions that comply with CVC requirements. The proposed resolution includes three new street segments which were not included in the previous resolutions. The resolution also includes the recommendation to post a speed limit on Gabbert Road which was unposted at the time of the recent survey, as well as increasing the speed limit on Peach Hill Road between Spring Road and Mesa Verde Drive from 35 mph to 40 mph. The increased speed limit is due to the fact that the surveyed 85th percentile speed was 42.9 mph and the nearest 5 mph increment below the surveyed speed is 40 mph. After investigating the roadway conditions on this section of Peach Hill Road including the sag in the road at Mill Valley Road, and the seven residential homes with driveways on Peach Hill Road, Hartzog and Crabill determined that keeping the posted speed limit at 35 mph would not comply with the CVC requirements for radar enforcement of speed laws. Therefore, it is recommended to increase the speed limit on Peach Hill Road between Spring Road and Mesa Verde Drive from 35 mph to 40 mph. The speed limit changes recommended in the September 2013 Engineering and Traffic Survey for Speed Limits are summarized in the following table. S:\Public Works\Everyone\Reports\Staff Reports\2013\December\12-18-2013(Updated Engineering and Traffic Survey for Speed Limits).doc 29 Honorable City Council December 18, 2013 Page 3 85th % Current Survey Recommended Street Segment Speed Limit Speed Speed Limit (mph) (mph) (mph) Elk Run Loop - new not posted 39.4 35 Meridian Hills Drive - new not posted 34.3 30 Ridgecrest Drive - new not posted 38.9 35 Gabbert Road not posted 35.7 30 Peach Hill Rd. - Spring Rd. to Mesa Verde Dr. 35 42.9 _ 40 FISCAL IMPACT None. STAFF RECOMMENDATION Adopt Resolution No. 2013 - Rescinding Resolution No. 2008-2702 and Resolution No. 2008-2745 and Adopting the September 2013 Engineering and Traffic Survey and Approving Speed Limits and Posting of Speed Limit Signs on Certain Street Segments Identified in Said Survey. Attachment: Resolution 2013 - S:\Public Works\Everyone\Reports\Staff Reports\2013\December\12-18-2013(Updated Engineering and Traffic Survey for Speed Limits).doc 30 Attachment RESOLUTION NO. 2013 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, RESCINDING RESOLUTION NO. 2008-2702 AND RESOLUTION NO. 2008-2745 AND ADOPTING THE SEPTEMBER 2013 ENGINEERING AND TRAFFIC SURVEY AND APPROVING SPEED LIMITS AND POSTING OF SPEED LIMIT SIGNS ON CERTAIN STREET SEGMENTS IDENTIFIED IN SAID SURVEY WHEREAS, Section 40802 of the California Vehicle Code requires, as a prerequisite to the enforcement of any speed law with radar, the preparation and adoption of an Engineering and Traffic Survey for Speed Limits; and WHEREAS, the September 2013 Engineering and Traffic Survey for Speed Limits was prepared for certain streets within the City of Moorpark; and WHEREAS, the findings in said survey support certain changes to speed limits and the posted speed limit for some of those street segments; and WHEREAS, on April 2, 2008, and September 3, 2008, the City Council of the City of Moorpark adopted Resolution No. 2008-2702 and Resolution No. 2008-2745 respectively, which set the current speed limits for certain streets within the City and are, in part, in conflict with the speed limits recommended by the recent survey. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. That Resolution No. 2008-2702 and Resolution No. 2008-2745, pertaining to the designation of speed limits, are hereby rescinded. SECTION 2. That the designated speed limit for certain street segments shall be per the September 2013 Engineering and Traffic Survey for Speed Limits attached hereto as Exhibit "A". SECTION 3. The City Engineer/Public Works Director is hereby directed to replace and/or post new speed limit signs to reflect the adopted speed limits set forth in Exhibit "A". SECTION 4. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions. 31 Resolution No. 2013 - Page 2 PASSED AND ADOPTED this 18th day of December, 2013. Janice Parvin, Mayor ATTEST: Maureen Benson, City Clerk Attachment: Exhibit A— Engineering and Traffic Survey for Speed Limits, September 2013 32 EXHIBIT A ENGINEERING AND TRAFFIC SURVEY FOR SPEED LIMITS CITY OF MOORPARK SEPTEMBER 2013 PREPARED FOR: CITY OF MOORPARK 799 MOORPARK AVENUE MOORPARK, CALIFORNIA 93021 PREPARED BY: HARTZOG & CRABILL, INC. TRAFFIC ENGINEERS 17852 EAST 17TH STREET, SUITE #101 TUSTIN, CA 92680 (714) 731-9455 33 TABLE OF CONTENTS PAGE Table of Contents Traffic Engineer's Certification ii Introduction 1 Basic Speed Law 2 Prima Facie Speed Limits 2 Residence District 3 Business District 3 Establishment of Speed Zones 3 Data Collection Procedures 4 Speed Zoning Methodology 4 Speed Zone Survey 5 Local Street Exemptions 6 Other Considerations 6 Radar Collection Time-Frames 6 Analysis Factors 6 Field Review 8 Accident History 8 Results and Recommendations 8 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 New Speed Limit Postings 13 Support Explanations for"New Speed Limit Postings " 13 Locations of Speed Limit Increases 14 Support Explanations for " Speed Limit Increases " 14 Summary of Recommendations 15 Appendix A - For Each Street Segment In The Survey Data Summary Sheet Radar Speed Distribution Sheet Survey Field Sheet Appendix B —Certification Radar Gun Certification Technician Certification 34 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. qraIci Stacy 2.049 kTE # 204 y'� RAFF�G�F��� »;TFOF cP ' File: Moorpark Radar Rpt 2013.doc 11 35 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. 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 ten (10) years, States and local agencies should re-evaluate non-statuary speed limits on segments of their roadways. Recent changes to the CA. MUCTD 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 employed to enforce speed limits. If such a survey is not performed within five years (or seven years, or ten 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. 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: 1 36 (a) Prevailing speeds as determined by traffic engineering measurements. (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. A driver may exceed any prima facie limit if it is safe to do so under prevailing conditions. However, when a police officer cites a driver for exceeding a prima facie speed limit, it is up to the driver to prove, if he can, that he was driving in a reasonable and prudent manner under the existing conditions and did not constitute a violation of the basic speed law. 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. 2 37 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. 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. Business District (CVC 235) A "business district" is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of business in use for business to the length of the highway exists. Establishment of Speed 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. 3 38 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) As described in various traffic engineering documents - including information provided by the State of California, the individual locations on which radar data collection procedures were used involved 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 three-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. 4 39 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. The section selected should be straight and should have no traffic signal, stop sign or intersection with a major cross street. - 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. - 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 such as vertical or horizontal curves 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 three- 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. 5 40 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 purpose of this section, local streets and roads shall be defined by the latest functional usage and federal aid system maps as submitted to the Federal Highway Administration. When these maps have not been submitted, the following definition shall be used: A local street or road primarily provides access to abutting residential property and shall meet the following three conditions: 1. Roadway width of not more than 40 feet. 2.Not more than one half mile of uninterrupted length. 3.Not more than one traffic lane in each direction. Other Considerations Every street should he 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 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 (when possible) 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 in each direction or a cumulative sample of 200 vehicles for both directions where possible. On low volume roads, where a total sample of 200 vehicles would result in an excessive time period, sampling was continued until a representative bell- shaped frequency distribution was attained. 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. 6 41 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. 5. MODAL SPEED: The modal speed is the speed, which occurs most frequently in the distribution (the most). 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. 7 42 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 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 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 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, Speed Limit Increases, Speed Limit Reductions, Resident District and Summary of Recommendations presents the results of the radar survey for the selected locations. As shown, the Summary of 8 43 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 45 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 the presence of horizontal or vertical curves reducing sight distance form the basis in some instances of our recommendation. Therefore, the current postings should remain as is. At three of these locations, only one direction of travel is posted and is listed for no change in the speed limit. Hence, the other direction should be posted for consistency. These segments noted as "install",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 (formerly Hearon Dr) Campus Park Drive Beragan St to Collins Dr Remain posted at 40 mph Collins Dr to Marquette St Remain posted at 40 mph Marquette 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 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 9 44 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 Gabbert Road Poindexter Ave to Los Angeles Ave Remain posted at 40 mph High Street Spring St 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 St Remain posted at 35 mph 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 Fwy (N) Remain posted at 40 mph 118 Fwy (N)to 118 Fwy (S) Remain posted at 40 mph 118 Fwy (S) to Spring St Install 40 mph westbound Second Street Spring St to Moorpark Ave Remain posted at 25 mph 10 45 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 R jada 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 [}r Remain posted at 30 mph Walnut Creek Road Mountain Trail St to Tierra Rejada Rd Remain posted at 30 mph Tierra Ko udu Rd to Mountain Meadow Dr Remain posted at 35 mph Support Explanations of"No Speed Limit Changes" 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, have posted speed signs in one direction, and one that the Street name has changed. Campus Canyon Drive Borges Drive to Collins Drive In the 2006 Speed Study, this roadway was formerly named Hearon Drive. It has one lane of travel per direction. The adjacent land uses include residential (non-fronting) and Campus Canyon Elementary School & Park. [t is posted at 30 mph. 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 34.9 mph and a 10 mph pace range of 27 to 36 mph. With the roadway conditions and nature of the areas, it is recommended that the existing 30 mph be maintained. Mountain Meadow Drive Tierra R 'adaBuud 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 eaot/p/ostto north/south. The sight distance for vehi |ca entering Mountain Meadow from /vrrgrove C ou nL is a 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 37.5 mph but with the areas of limited sight distance, it is recommended that the existing 30 mph speed limit remain. 11 46 Mountain Trail Street Walnut Creek Road to Tierra Rejada Road This section of Mountain Trail is a four lane roadway. The adjacent land uses include single and multi-family dwellings (non-fronting), Moorpark High School and Performing Arts Center at Tierra Rejada Road. The roadway has a gradual uphill grade northbound and constant gradual to sweeping "C" curve. The speed data results show an 85th percentile of 36.3 mph and a 10 mph pace range of 27 to 36 mph. In consideration of the nature of the area, and the areas of limited sight distance at horizontal curve in the eastbound direction n/o Willow Springs, it is recommended that the existing 30 mph posting be maintained. Tierra Rejada Road to Mountain Meadow Drive (S) This section of Mountain Trail Street has one and two lanes per direction. Currently, the posted speed limit is 30 mph. The adjacent land use is residential, Tierra Rejada Park and some commercial at Tierra Rejada Drive. With the speed study results showing an 85th percentile speed of 35.0 and a 10 mph pace range of 28 to 37 mph. With that, it is recommended that the existing 30 mph be maintained. Spring Road Elk Run Loop to High Street This portion of Spring Road is a four lane roadway. The speed survey resulted with an 85th percentile speed of 51.7 and a 10 mph pace range of 43 to 52 mph. The field notes show residential dwelling non-fronting to the roadway, painted bike lanes, and gradual to moderate horizontal and vertical curves. With the areas of limited sight distance and consistency with adjacent segments, it is recommended that the existing 45 mph speed limit be maintained. Walnut Creek Road Mountain Trail Street to Tierra Rejada Road The portion of Walnut Creek Road has one lane of travel in each direction. The speed survey resulted with an 85th percentile speed of 35.0 mph and a 10 mph pace range of 27 to 36 mph. Field observations include residential non-fronting to the roadway, bus stop pull-outs, bike lanes, several stops and intersecting streets, and tight horizontal. The sight distance is approximately is 245 feet east of Arbor Hill and the required sight distance for 35 mph is 250 feet. Therefore, it is recommended that existing 30 mph be maintained. Locations of"Residence District" One roadway segment is listed for the Engineering and Traffic Study fall under the California Vehicle Code 515, "Resident District Speed Limit." Explanations and requirements for Resident District are on Page 3. The CVC states that prima facie roadways are not required to be posted. Therefore, the City may choose to remove existing speed signs or leave them alone. These roadway segments are listed below: 12 47 Christian Barrett Road Spring Rd to Peach Hill Rd Establish as Resident District 25 mph Support Explanations for"Resident District" Christian Barrett Road Spring Road to Peach Hill Road 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 32.3 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 Southhampton and, (2) heavy direct access driveways, and (3) heavy pedestrian traffic near elementary school. This segment meets the requirement for the CVC 515 "Resident District". Therefore with all these factors, it is recommended that the City establish the segment of Christian Barrett Drive a Resident District". Locations of"New Speed Limit Postings" Four of the fifty-one roadway segments are 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 is necessary to enhance the enforcement of the recommended safe speed limit. These segments are shown in the Summary of Recommendations beginning on page 15 and are as follows: Elk Run Loop Ridgecrest Dr to Spring St Install New Posting of 35 mph Gabbert Road Elwin Ave to Poindexter Ave Install New Posting of 30 mph Meridian Hills Drive West Terminus to Walnut Canyon Rd Install New Posting of 30 mph Ridgecrest Drive Spring St to Hightop St Install New Posting of 35 mph Support Explanations of"New Speed Limit Postings" Elk Run Loop Ridgecrest Drive to Spring Street This section of Elk Run Loop is a two lane collector roadway supplying access to home developments that are non-fronting to the roadway. Currently, this area has no speed posting. With the speed study results showing an 85th percentile speed of 39.4 mph and a 10 mph pace range of 32 to 41 mph, it is recommended that a 35 mph speed limit be established for this area. 13 48 Gabbertt Road Elwin Avenue to Poindexter Avenue This portion of Gabbert Road is a two lane rural roadway. Field observations include a no speed limit postings in area, narrow winding roadway, no shoulders/dirt shoulders, no stopping anytime, and areas of limited sight distance. The sight distance at Elwin Street is approximately 198 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 35.7 mph and due to limited sight distance, it is recommended that a 30 mph speed limit be established for this segment. Meridian Hills Drive West Terminus to Walnut Canyon Road Meridian Hills Drive is a newly constructed two lane roadway. Field observations include the roadway is closed east of Breezy Glen, on-going residential construction, and slight to gradual horizontal-vertical curves. The speed survey results show an 85th percentile speed of 34.3 mph and a 10 mph pace range of 26 to 35 mph. With that, it is recommended that a 30 mph speed limit be established for this area. It is also recommended that this segment be resurveyed when the roadway is completed and opened. Locations of"Speed Limit Increases" With the combination of the speed data, our field review and accident history, the following segment is recommended for a speed limit increase. Peach Hill Road Spring Rd to Mesa Verde Dr Increase speed from 35 mph to 40 mph Support Explanations of"Speed Limit Increases" Peach Hill Road Spring Road to Mesa Verde Drive This section of Peach Hill Road is a wide two lane roadway. Currently, a 35 mph speed limit is posted for this area. The adjacent land use is solely residential and on the south-side there are no driveways, 'No Stopping Anytime" and a narrow painted bike lane with no shoulders. The speed data shows an 85th percentile speed of 42.9 mph and a 10 mph pace range of 35 to 44 mph. 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Q Qo DQ o 0 u) o w Q QQ 5 QO O J J Q I- I-w > O K H Q Q o ce J p J J H-w w J J W LU 0 0 J J Z_ Z_Di F- J O 0 Z W W Z_ w CC F- F-Z z C7 CD= DE a' H-C LU_ = Q Q0 N U� F- QLU CC w W 0 =D=D =DUD U)Z ZS S < C (9 = = I- I-Z Q_ Z_z = H- ¢F- co W Z Z Q <0 p Q' r Z Z 0 p Z Z< W w J Z Z EY CC�/Z = ce !Y JY Y = SU) U) Q Q � CY co EE a' Q ..<ID 7D Co > W J -I C)R ( C U I- a QJ _IN-- `?p OW ww w Qa 0_ ill w0 00 z LU0 Q Ow_ w_O C/) V) W W S S Ja. LF- I- WU) U)d W �J = CCU � F- r= 54 APPENDIX A 55 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIARROYO DRIVE EAST CITY LIMITS TO COLLINS DR (�j DATE: 6/7/2013 SURVEY BY: C. BUENDIA TIME: 8:15 AM - 9:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF VILLA ARROYO MOBILE PARK ENT DATE OF SURVEY 6/7/2013 85th PERCENTILE 43.9 MPH 10 MPH PACE 37-46 MPH PERCENT IN PACE 80.8% POSTED SPEED LIMIT 40 MPH 30 MPH ADVISORY AT CURVES 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 1,750 LANE CONFIGURATION 1-2 LANES(near Collins WB) / 1 LANE(SB) 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 GOOD SIDEWALKS/DRIVEWAYS NO/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE DIRT SHOULDERS(WB) ADJACENT LAND USE MOBILE HOME PARK/METRO LINK/PARK-N-RIDE/118 FWY RECOMMENDED SPEED LIMIT I 40 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 3.9 mph of the 85th percentile speed and meets CVC standards. File:Arroyo 2013-01 56 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK IC'I ARROYO DRIVE EAST CITY LIMITS TO COLLINS DR DATE: 6/7/2013 SURVEY BY: C. BUENDIA TIME: 8:15 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 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 99.2% 48 X 99.2% 47 x 96.9% 46 x 93.1% }PACE 45 x 87.7% }PACE 44 X 85.4% }PACE 43 x 80.0% }PACE ---85PCT 42 X 75.4% }PACE 41 X 62.3% }PACE 40 x 54.6% }PACE 39 x 40.0% }PACE----MEAN 38 X 33.1% }PACE 37 x 18.5% }PACE 36 X 12.3% ---15PCT 35 x 7.7% 34 x 4.6% 33 X 2.3% 32 X 2.3% 31 x 1.5% 30 X 0.0% 29 X 0.0% 28 X 0.0% 27 X 0.0% 26 X 0.0% 25x 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: 43.9 MPH PERCENT OVER PACE: 14.6 % MEDIAN SPEED: 39.7 MPH PERCENT IN PACE: 80.8 % 15th PERCENTILE SPEED: 36.4 MPH PERCENT UNDER PACE: 12.3 % Arroyo 2013-01 57 2 J t➢ Q 0 d OOmntotnvONU)o mn(ott7 Vc7N7O0)OONOtnVc)N,-O0)oDn(0(OVcON.-oalmnmtn > (0 tO 10 to In In In to to u)in 74 V V V V V V 0Nr)0 c)0O e)e)C7 NNNNNNNNNN 0 z W 1 o N ,1 J Q o 0 O w r ww Q Q 0 N d W 0 0 cn w 0 Q (00 O p, N J Co .A U 1=w Q d 11111 immoimmillill iiiimiiiiiiiiiiiiiiiii pi: a) o ^J • o U� m zo 1111111111111■11111!"1111111111111111111111111 18 I 0 w 10.11�•••■ \11►11M\\►\\\\\\\►\11\10�\�•11�■11���01�1111�•■■ ¢w W 0 m ¢ a_ O O)co n to to V c7 N:7,O 01 pp n(0 to V c)N.-0 Or co to V c)N=O 0>eo n to to V co N In O Q(0 N 0 to W W �J^, Q O o t0 to to In to to In to In tnto vV V V V 7NJ V�V 0c700 o 0 c7c7 O co NN NNNNNNNN Q� �./) . o 1/ O /a > _ _ C// w W N Q a_ CO 0 . 1:3 0 N•WN Cd 'D_ • S CC 1 Cw _ _ I J QQ tit W H W 09 d C m E U■D w p f- zo Li I o W z . W ill I- ■ ° 0 �► <� �� elER0 ►� W W ■ 0 - O °- O 0)ao n:O to a c7 N'O OI CO n(O to c�VT-V)oo n m to V c7 N--e)O rn m n IO IO V c9 N.-O�m n tO to w w Q co J 0 cmhNIOIOInhtnin N V V V V V V V VR(hM(hMO�0M (7 NNNNNNNNNN >R 7 58 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK CAMPUS CANYON DRIVE* BORGES DR TO COLLINS DR JLICI *(Formerly Hearon Drive) DATE: 6/7/2013 SURVEY BY: C. BUENDIA TIME: 11:15 AM - 12:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF RAINS DATE OF SURVEY 6/7/2013 85th PERCENTILE 34.9 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 85.6 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 1,250 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 PERMITTED, NONE OBSERVED 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 I 30 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: Campus Canyon Drive is a two lane roadway. The adjacent land uses include residential (non-fronting)and Campus Canyon Elementary School&Park. It is posted at 30 mph. 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 895th percentile of 34.9 mph and a 10 mph pace range of 27 to 36 mph. With the roadway conditions and nature of the areas,it is recommended that the existing 30 mph be maintained. *25 mph When Children Present,Sc.hoot Zone File: Campus Cyn 2013-02 5 9 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS CANYON DRIVE* BORGES DR TO COLLINS DR DATE: 6/7/2013 SURVEY BY: C. 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 97.9% 38 x 97.9% 37 x 93.8% 36 x 89.7% }PACE 35 x 85.6% }PACE 34 x 77.3% }PACE---85PCT 33 x 72.2% }PACE 32 x 66.0% }PACE 31 x 49.5% }PACE ---MEAN 30 x 36.1% }PACE 29 x 24.7% }PACE 28 x 14.4% }PACE---15PCT 27 x 9.3% }PACE 26 x 4.1% 25 x 2.1% 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 I 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 34.9 MPH PERCENT OVER PACE: 10.3 % MEDIAN SPEED: 31.0 MPH PERCENT IN PACE: 85.6 % 15th PERCENTILE SPEED: 281 MPH PERCENT UNDER PACE: 4.1 % Campus Cyn 2013-02 60 U Z d , 0 E oomNowhhcv-O C)wv,,NaV � o 8NNNN NNNNNfimn oin C7 80 886 0 ° �l��I III-' IIIIIIIIIIIIIIIIIIIIIIIMUMMIIIIIIIII ' �,■■■■■E■■MO■■■■■MM■M■■ ■O■■O=M ■ ■ ■■■■■■M■ • w ■•■■■■■■■■■■■■■■■■■■■ EE ■■ 0 w ■s■■■M■■E■■■■■■■■■E■■ ■■OMME=■■ ■■■M■■E■■OMEN■ ■ ■■■■■■■ME ■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■M ■■ ww W ¢ P ■�■■■■■■■■■!■■■■■■■■■■■O■■■E■■UN■■■■■■■■■■■U■■ Uw c�■■■■■■■■M■■■■■ ■■■■■■ ■E■■■■ ■ENE■�■■ ■■■■■■■ drA a) o w W ■■■OMOMME■■OMMOMME■E■ ■.E.■M=■■■E■■MMEMMEO■■E■ a) :_IMMOMM:IMMEMMUMMOM UUUMMEMMl:::lIIMMIU:C! cll ■■■■■■■ME■■■■■ ■E■M■■M■■O■■■■■M■E■■■M■M■OM■■■■ IWN■■■■ ■■ ■■O■■■■■■■■■ ■■■ ■■■■■■■■■■■■■■■ ■■ ■ % -� ■■■■U■EI!■■=■E■■E■■■E!■■I•EE■■EI■E ■■■EE■U■EI■ lj ■■■■■■■■■■■ ■■■■■ ■■■■■■ ME■■■E O■ ■■ ■■ O■ ■ CD mw ■■■■■■■■E■■_■■■■■_■■■.E■=EO■E■■■O■ ■■__■=■■■i■ Q Si ■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■ ■■E■■ ■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a .. u ii° ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■•■■■■■•■ -a j�\ Z i w ■■■■■■■ ■■■■■ ■■■■■■ ■■■■■■■■■■■■■■■■U■■N■�■ '=w �J D 64' 3 •u...0� i.uu .•.ui.mu�uuuu...iuiu.suu..•uuu U vai AIIII:::=l�u:1::: IIMIuuu u ::a::u_::_::l: - • I ■■■■■M■■ ■ ■■ ■■■■■■■■■ ■■■■►■o■■■■■ ■■■■■■■ �- ■■■■ ■■■■■■■■ ■■■■■■■■■ ■■E.Q■►■■ ■■EE■■■E■ ■ >► . oQ ■■■■..■■■■■■■■ ■■■■■■■■■.■■■►■■►■■.■■■■■■■■■.■ EU ■■■■■O■■■E■ ■■ ■ O■■E■■M■M■OOROMO■■E■■O■MM■ ■ tll o ■■■■■■■■■■■�■■O_■ ■■■■■■■■ OROMP■■■_■■■■■■ C > o W ■ ■■O■■■■■■ ■■ ■■ M■■M■■■■.Ii�►ONDOCO■M■ ■■■■■■ w w U > o ■•■■ ■■M■■■E■■ ■■ ■■M■l� ►M►\►Q @Q► ■■ ■■■■■■ ■ © -- -- a w t ■ •••••••••••••••••••••••••••••••••••••••••••• 1 w il ¢ o o u�0011015:8�08�80088 3 BB�80808°N BB 80888 N�90�0 Q U, rrl a 111111111111111111111111111111111111111111 ............................................... a 0..............m...............................MOM I o C� •,?iii ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK 11 /1 CAMPUS US 6A3 013 SURVEY BY:ST TOC. BUENDIAR (/l TIME: 8:30 AM - 10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF COLLINS DATE OF SURVEY 6/13/2013 85th PERCENTILE 40.4 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 84.0% POSTED SPEED LIMIT 40 MPH EB/*25 MPH 15 MPH ADVISORY AT CURVE ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 10 TOTAL ACCIDENTS 15 ANNUAL ACCIDENT RATE 5.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 14.31 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,900 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 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 GOOD 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 I 'RECOMMENDED SPEED LIMIT I 40 MPH I (SPEED LIMIT CHANGE I NO CHANGE I JUSTIFICATION: The recommended 40 mph speed limit is within 0.4 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Campus Park 2013-03 62 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK Ha- CAMPUS PARK DRIVE BERAGAN ST TO COLLINS DR ll DATE: 6/13/2013 SURVEY BY: C. BUENDIA TIME: 8:30 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 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 99.2% 46 x 98.3% 45 x 96.6% 44 x 95.8% 43 x 94.1% 42 x 88.2% 41 x 87.4% }PACE 40 x 83.2% }PACE---85PCT 39 X 74.8% }PACE 38 x 67.2% }PACE 37 x 60.5% }PACE 36 x 47.1% }PACE ---MEAN 35 x 37.0% }PACE 34 x 25.2% }PACE 33 x 19.3% }PACE 32 x 9.2% }PACE---15PCT 31 x 3.4% 30 x 3.4% 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% 18X 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: 40.4 MPH PERCENT OVER PACE: 12.6 % MEDIAN SPEED: 36.2 MPH PERCENT IN PACE: 84.0 % 15th PERCENTILE SPEED: 32.6 MPH PERCENT UNDER PACE: 3A % Campus Park 2013-03 63 z U d , U 0. °""I"2``‘j“58 0 il8� 808° mco N OI°mmNoto 7 N N NNNNNN N N M 9 I ° IiII' Milli __ .,; 9, IIIIIIIIIIIIIIII1I1IIIIIII1IIOIIIIIIIIIIHIH■■11■■..■■■.■■r■a■.. ..■■■■ w °.1....■ uuu ..... i■. .. ... .■......._......_ a F : ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCl DATE: 5 24 Zp DRIVE COLLINS BY: TO MARGUETTE ST UENDIA TIME: 1:00 PM - 1:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF COLLINS DATE OF SURVEY 6/12/2013 85th PERCENTILE 40.7 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 82.0 % POSTED SPEED LIMIT 40 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 5,200 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-COLLINS / STOP-MARGUETTE 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 SLIGHT UP/DOWNHILL GRADES HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIDENTIAL RECOMMENDED SPEED LIMIT I 40 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 0.7 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Campus Park 2013-04 65 U d * 000.�OWV°N�°pp7708�00808°°'8888088°�,m�����N�°��� °� U , tD�ipin.inl .„9 Q V V 47 om(4NNNNNN• ., .. 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BUENDIA TIME: 1:00 PM - 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 99.2% 47 x 97.7% 46 x 96.2% 45 x 96.2% 44 x 94.0% 43 x 93.2% 42 x 91.7% 41 x 87.2% }PACE 40 x 80.5% }PACE---85PCT 39 x 72.9% }PACE 38 x 67.7% }PACE 37 x 58.6% }PACE 36 x 47.4% }PACE ---MEAN 35 x 37.6% }PACE 34 x 28.6% }PACE 33 X 19.5% }PACE 32 x 12.0% }PACE---15PCT 31 x 5.3% 30 x 2.3% 29 x 0.0% 28 x 0.0% 27X 0.0% 26 X 0.0% 25 x 0.0% 24 x 0.0% 23x 0.0% 22 x 0.0% 21 X 0.00 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: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 40.7 MPH PERCENT OVER PACE: 12.8 % MEDIAN SPEED: 36.2 MPH PERCENT IN PACE: 82.0 % 15th PERCENTILE SPEED: 32.4 MPH PERCENT UNDER PACE: 5.3 % Campus Park 2013-04 67 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK T CI CAMPUS PARK DRIVE MARGUETTE ST TO PRINCETON AVE Ti ('1 DATE: 5/24/2013 SURVEY BY: C. BUENDIA TIME: 1:45 PM - 2:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF JULLIARD DATE OF SURVEY 6/12/2013 85th PERCENTILE 45.8 MPH 10 MPH PACE 38-47 MPH PERCENT IN PACE 84.3% POSTED SPEED LIMIT 45 MPH ELECTRONIC RADAR SPEED FEEDBACK(EB) 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 3,800 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS STOP-MARGUETTE CROSSWALKS AT MARGUETTE(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER PAINTED BIKE LANES 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 GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND BUS STOPS (ADJACENT LAND USE RESIDENTIAL(non-fronting) RECOMMENDED SPEED LIMIT I 45 MPH !SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 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: Campus Park 2013-05 68 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CAMPUS PARK DRIVE MARGUETTE ST TO PRINCETON AVE DATE: 6/12/2013 SURVEY BY: C. BUENDIA TIME: 1:45 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 98.6% 49 x 97.9% 48 x 94.3% 47 x 90.7% }PACE 46 x 86.4% }PACE 45 x 78.6% }PACE---85PCT 44 x 66.4% }PACE 43 x 52.1% }PACE 42 x 38.6% }PACE ---MEAN 41 x 29.3% }PACE 40 x 20.7% }PACE 39 x 15.0% }PACE---15PCT 38 x 10.7% }PACE 37 x 6.4% 36 x 3.6% 35 x 1.4% 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% 24x 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: 45.8 MPH PERCENT OVER PACE: 9.3 % MEDIAN SPEED: 42.8 MPH PERCENT IN PACE: 84.3 % 15th PERCENTILE SPEED: 39.0 MPH PERCENT UNDER PACE: 6.4 % Campus Park 2013-05 69 • U z J , in m '°▪ C a CD 0)C0Ps b0 41 VC7N�0 m1,co up V C7N�00WhCOtnVCDNrOCACDI,Co pV'C7N�CD0nn1. t0in got()lq to up in b)tp in N ,t V V V V'Q V V V V C7 C7 C7 C7 C7 Cl C7 0 O C7 N N N N N N N N N N■-: .-.-'- 2 O I _ _ _ _ _ _ _ _ r v, O W O H w e) W CL.CO 40� 0 a) w - V! J wo N (D U uJ .LW C 11-to J 0 0^ Qo i1� Z W -W W j AM co - U�tn o U > O W 1— 1— o w cc 0 \ \ \ \ a o D a ILI Q co W S O(A ao 1�CO tp V O N.-O O�Eapp I�(D to C�N iOD)mh al �c01�l0 u)1.c')N� W ¢ O C13 gg.0 Otnbtp tphln tph�ln V V V V�7��i V V OC7 C7 C7 C7 C7 C7 C7 C7 C7 N N NN NN CV CV Of m n t01p aCn •a o CO o W W N CL O Q�,,� D "7" JN ai � °�-- a W_ cc v ,� tA.1,LLh ' W w F'w Z) Ell ip rt s`n , 0 a- 0 � ', `� m • 2 W } 0 2 \\\E�ME`\\ w 4 W W Q v \\\INO \\\1►\1► a W 0 1S-- O Q a 822t;COtpQC7N�O cbcor. 0c� N�Oa)cor, O(oaC7N�0 CO co f,co upv-cpN--Op)m n 00 WW 2 a Cn J �_ 101nhhu)to to 11)In N V V V V V v V7 V v.C7 C`7 M C7 C7 CO O C7 O C7 CV CV NN NN >CL O <X(0 0 70 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICAMPUS PARK DRIVE PRINCETON AVE TO WEST END DATE: 6/6/2013 SURVEY BY: C. BUENDIA TIME: 4:45 PM - 6:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF LOYOLA DATE OF SURVEY 6/6/2013 85th PERCENTILE 39.7 MPH 10 MPH PACE 29-38 MPH PERCENT IN PACE 72.5% 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 850 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 GOOD SIDEWALKS/DRIVEWAYS YES/NO 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 I 35 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 4.7 mph of the 85th percentile speed and meets CVC standards. 75 mph When Children Present,School Zone File:Campus Park 2013-06 71 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC/ CAMPUS PARK DRIVE PRINCETON AVE TO WEST END DATE: 6/6/2013 SURVEY BY: C. BUENDIA TIME: 4:45 PM - 6:00 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 98.9% 45 x 98.9% 44 x 97.8% 43 x 97.8% 42 x 94.5% 41 x 90.1% 40 x 86.8% 39 x 81.3% ---85PCT 38 x 79.1% }PACE 37 x 73.6% }PACE 36 x 67.0% }PACE 35 x 60.4% }PACE 34 x 46.2% }PACE ---MEAN 33 x 38.5% }PACE 32 x 30.8% }PACE 31 x 23.1% }PACE 30 x 19.8% }PACE 29 x 11.0% }PACE---15PCT 28 x 6.6% 27 x 3.3% 26 x 2.2% 25 x 2.2% 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: 39.7 MPH PERCENT OVER PACE: 20.9 % MEDIAN SPEED: 34.3 MPH PERCENT IN PACE: 72.5 % 15th PERCENTILE SPEED: 29.5 MPH PERCENT UNDER PACE: 6.6 % • Campus Park 2013-06 72 Z J v =1 r tL 0 C t»(.co in V-CD CJT-O mntDt�V chN-001x01.0 to C'N)N•-O 0 m 1,(00 Tr ch N--O014)n 041 U 0 4)4)al u,N to fo:11),L0 V V V V V V V v a V C)0 CD C7 CD CD CD 0 0 0 N N N N CI N CV N CV CV C7 z . . ippnlik,,,,,_, imionT _ � 1:E: 0 o -oo-ors-4.-Q,o_nMc ac-1 O ,- III O Cu - wo LU F F- s�sy < I- ZZ cv d W ( ` o CO w _ CO JN CO ,�+ _ _ I.w Q n Q� - < _ }� `Z �W _ _ �w w S fla 0 co ; �,�z /- zo _ _. . z . _ >1 j oQ\ > Z `� N\ `` - w W 0 w D w „ O Q a_ O 0 co C.to to V C)N 0 0)gp IN CO CO V N.-O CD a0 t.VD to V c)CV--0 0)co 1.0 to TT c)CV O c,44 1,0 to w cc w w /�\� tp 4)4)4)N to to to In u).1 V v V V V V V,r VC7 Cl C')C7 C7 C7 C7 C70 C7 N CV N N N N CV NNCV•-r.-T-T- <(CO TC - - - {U I- (I) o Co • w a.L. _ _ ' --- Cl) D P�R _ - - CV -3_ . . _ ._ CC ai O j 0- J _ m PW O 0 c ., z 0 - .. - U LU a. .Cl \ F 0 . z W w Qz U ����\�\���\\� Q W j U ¢ m 0010 Ul 40 to 4)0N�00f co r.CO 4),t V V`TV C70 Cn70 C700 C70 c)01 ot N N N N N N CV CV Q0- U Q . JO c. a_ 0tototototototot0 toVVrfVV rnmn0to 73 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR DATE: 6/14/2013 SURVEY BY: C. BUENDIA TIME: 9:00 AM - 10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF HONEYBROOK DATE OF SURVEY 4/14/2013 85th PERCENTILE 33.9 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 86.5% POSTED SPEED LIMIT 30 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 1,300 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(SB) 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: The recommended 30 mph speed limit is within 3.9 mph of the 85th percentile speed and meets CVC standards. 75 mph When Children Present,School Zone File: Cedar 2013-07 74 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CEDAR SPRINGS STREET MOUNTAIN TRAIL ST TO MOUNTAIN MEADOW DR DATE: 4/14/2013 SURVEY BY: C.BUENDIA 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 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 98.1% 38 x 98.1% 37 x 96.2% 36 x 95.2% }PACE 35 x 91.3% }PACE 34 x 85.6% }PACE 33 x 78.8% }PACE---85PCT 32 x 71.2% }PACE 31 x 61.5% }PACE 30 x 46.2% }PACE ---MEAN 29 x 33.7% }PACE 28 x 22.1% }PACE 27 x 14.4% }PACE---15PCT 26 x 8.7% 25 x 4.8% 24 x 1.9% 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: 33.9 MPH PERCENT OVER PACE: 8.7 % MEDIAN SPEED: 30.3 MPH PERCENT IN PACE: 86.5 % 15th PERCENTILE SPEED: 27.1 MPH PERCENT UNDER PACE: 8.7 % Cedar 2013-07 75 Z J 0 a (DOWNWO V t7N--O mh0l� OMODN tOlOQc�NFOO�mh W W.TONF,CDOWN X00 �-. c000100W 101X)W O f77QQQQ 1.‘4.q Qr)C)00t)000 O NNNNNNNNNN• •- 8 } Q 3o -- ., iHHHIIIHIIHIHIHIIHIII:II:ninIuI �. omm ■■■1■■O■■ ■■■1■■■■ ■■■■■■■■■111■ ■■1■ S u, ■■■MI■■ ■O■MMIIMI■■M ■■0■■ ■■■ ■■11111■ ■■1■ _■■■ ■ ■■■ �U■■ ■■ ■ IEE1■EEEEIaE■ ■ o 11. 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BUENDIA TIME: 2:00 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SNEAD DATE OF SURVEY 6/6/2013 85th PERCENTILE 46.9 MPH 10 MPH PACE 38-47 MPH PERCENT IN PACE 80.6% POSTED SPEED LIMIT 45 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 550 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS STOP-WALNUT CANYON/COUNTRY CLUB/GRIMES CANYON CROSSWALKS NONE 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 'ADJACENT LAND USE RESIDENTIAL(nf)/EQUESTRAIN TRAILS/COUNTRY CLUBHOUSE/GOLF COURSE 'RECOMMENDED SPEED LIMIT I 45 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 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: Championship 2013-08 (nf)non-fronting 77 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK J ii CI CHAMPIONSHIP DRIVE WALNUT CANYON RD TO GRIMES RD DATE: 6/6/2013 SURVEY BY: C. BUENDIA TIME: 2:00 PM - 3:00 PM CHECKED BY: JERRY STOCK CUMULATIVE 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 97.8% 51 x 97.8% 50 x 95.7% 49 X 92.8% 48 x 86.3% 47 x 85.6% }PACE 46 x 79.9% }PACE---85PCT 45 x 73.4% }PACE 44 X 58.3% }PACE 43 x 48.9% }PACE ---MEAN 42 x 41.0% }PACE 41 x 29.5% }PACE 40 x 23.7% }PACE 39 X 13.7% }PACE---15PCT 38 x 8.6% }PACE 37 X 5.0% 36 x 4.3% 35 x 4.3% 34 x 2.9% 33 X 2.2% 32 x 2.2% 31 x 0.7% 30 x 0.0% 29 x 0.0% 28 x 0.0% 27X 0.0% 26X 0.0% 25 x 0.0% 24 X 0.0% 23X 0.0% 22 X 0.0% 21X 0.0% 20 x 0.0% 19X 0.0% 18 X 0.0% 17 x 0.0% 16 x 0.0% 15x 0.0% UPPER LIMIT 10 MPH PACE: 47 MPH LOWER LIMIT 10 MPH PACE: 38 MPH 85th PERCENTILE SPEED: 46.9 MPH PERCENT OVER PACE: 14.4 % MEDIAN SPEED: 43.1 MPH PERCENT IN PACE: 80.6 % 15th PERCENTILE SPEED: 39.1 MPH PERCENT UNDER PACE: 5.0 % Championship 2013-08. 78 P U o z 60— _ °CWn140a8B6° 80108808°088�08888°�,mnNNNNNNo.-.-,-,-,- U E 00.r.. 0 h1 V V c� 0 0NNNNNNNNNN0'-•-r o a l 1U111111111111H l■ 11 s -° _ v 1.. ■ - 8.....11■E■■■■■I ■■■■■11■■■■■E■■■■11.11■■. ■E■■■■■E © w ■......■■■■ ■ ......................... ■■■■ ■■■M■■E■E■■.. ■■I.■■■■■■E■■ ■■■■■■M■■■E■'�mom - ■■■■■■■■■■■_■ ■■■O■■■■■■E■M�i■■■■MM■■■MM■ ■O■ ■ wW w cE P ■■■■NOM■■■■ MINE■ ■MEMO■■■■ ■■l■■■■■■■■■■■MEIN iw Q Q Nl■■■11■■M11■■■MIM■■ ■■■■■■IMO■■■■■■■■■■ ■■O■■O■ an o W ■■■■N■■■■■■■■■■■■OMMOMM■E■■■■E■■■■OMMEMEMMOM■■ 4) co IIMMOMMEMEMOMMEMiii■MMOMMIU MMEMEEMOMEMMEMMEMMM ■M■■MMO MMOM MEIM■■M■■MEM■M■OM■■M■O■■■■EE■EN■■■■ g N■■O■ ■■ ■■■M■■MM■NOEE■O■■■EME■■E■■M■■■E■■ ■■■■ ■M■■MMEMMM■NM■OMMMOMMOMMEM■ ■■■ ■■■■■■■■■E■■■■■ C� OM■■I■■ ■■■■■■ ■■■■■E■■■■■■ MOM ■■■luau■■ ■■O■ •w ■M■■MEMMOM■E■M=M■■■M■■■■M■■ ■■M ■■M■I■■■■OEM■■E■ Q > IIMMOMME■■MME■ ■■MOMMOM■Nl■ ■■■■■MME■■■■ ■■■■■ J ;.�`�■■■■MME■■■■■E■■■■E■■■■■■■■■ ■I■■■■■■■■■■■E■■M■ a • o ■■■■■■IU.uI.■■ ■■■■■■ ■■ ■■ ■■ ■■■M■■ ■■■■■■ ■ 0o �„ Z 1 w ■M■■■■■■N■■N■■E■■■■■N■�i■■R■■ ■NMEM■■NIIMM ■�■ ~w (� W !a, ■M■ ■■■■■■ ■■■■■■ ■■ ■■ ■■■■■■ ■■ ■■■■■■ ■■■■ o� ■■■IC.■M■■■ZE■N11■E=u■E■■■■M■■■■..■1■.......■■■ m Zo MM■■■■■■■■ ■■ ►■ ■■■ ■■■■■N■■■■■■11■■EMa■■■■11■ LL - z ■■■■■■■■■■_■■=►■EM■■11�■■■■■EO■■■■11�iM■=■■■M■■=■ ■■■I■■■■■■■■■I►■■\■L I■MU■■■■1111■ ■■ ■■M■■■ ■ > o Q ...............0 .....iiiiiiiiiiii...........i v E0 �...........0..m...........1.................. 4) W 0 Q ■■■■_■■■■■■....0.■..m...... .■■■■■MM■■■■■M■■M■ > o w Z ■N■u ■■■OMMOMMOROOR O►M■■■■ 11•11111111111•11111•111111111•111111w U > 6 ■N■EI=■e■■im■`uuMuiiam11■EM■�■E■ ■EM■■■■■■ ■■I■ 0 - o w t ■■■■ ■ammem►..►O►a►11•.11►■ .a..■■11M■EEN■..... le; 0 LI © oB80011136°43/00081 8B ONVOHOIMA8l Q a) -' 11111101111111111111110111111111111111 � 4) 0■■■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Q ■■■■■■■ ■■■■■■■■■ ■■■■■■■E■ ■■■ ■■■■■■■■■ ■■■■ .............................................. ■N■■■■■■■■■N■■M■■1■■■■■■11O■■ i■M■■■ ■■■■■1■■11■■ w M11l•■■1111■■■■■■■■■ ■■11I■uM■u ■■I■■■■■11111111 ■■ ■ 0 Ui NE11■11■1111■■1111.■■■E■■■■11■■■■■■■■■■■■■ ■■■■■■■■■■■ gPn MME■■■■■■■■■■E■■E■O■■EE■E■O■M■■M■MEMMME■■■■■E■ L. ■MEMO■■■■■■ ■■■ ■MOM■ ■■ ■MEMMEMEM■IMMOMMMME ■ ai ■■■■■l■NN■■ME■■OMMOMMOMMOMM■E■E■O■N■■■N■■EMMOM ' ■■■■■■■■■■■■■■■■EMMOMMEMEMME■■EMMEMOMMMEMEMMOM o<9...■■■■_■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■ ■■■■1■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ a ■NMI ■■■■■■■■■■■■■■■■■■■■.....■■■■■■■■ ■■■■■■■ C� ,� la R .............................................. 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BUENDIA DATE: TIME: 12:00 PM - 1:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF BARD DATE OF SURVEY 6/5/2013 85th PERCENTILE 29.0 MPH 10 MPH PACE 22-31 MPH PERCENT IN PACE 88.3% POSTED SPEED LIMIT 25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 36 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 750 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING / STOP-MOORPARK/WALNUT CROSSWALKS AT WALNUT/SPRING PEDESTRIAN/BICYCLES FEW/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)/MAGNOLIA PARK j I RECOMMENDED SPEED LIMIT I 25 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 25 mph speed limit is within 4.0 mph of the 85th percentile speed and meets CVC standards. File: Charles-51 80 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK IICI CHARLES STREET MOORPARK AVE TO HEDYLAND CT DATE: 8/2/2006 SURVEY BY: C. BUENDIA TIME: 12:00 PM - 1:30 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 100.0% 34 x 98.9% 33 x 97.9% 32 x 94.7% 31 x 91.5% }PACE 30 x 88.3% }PACE 29 x 85.1% }PACE 28 x 77.7% }PACE---85PCT 27 x 74.5% }PACE 26 x 68.1% }PACE 25 x 54.3% }PACE 24 x 34.0% }PACE ---MEAN 23 x 20.2% }PACE 22 x 9.6% }PACE---15PCT 21 X 3.2% 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: 31 MPH LOWER LIMIT 10 MPH PACE: 22 MPH 85th PERCENTILE SPEED: 29.0 MPH PERCENT OVER PACE: 11.7 % MEDIAN SPEED: 24.8 MPH PERCENT IN PACE: 88.3 % 15th PERCENTILE SPEED: 22.5 MPH PERCENT UNDER PACE: 3.2 % Charles-46 81 U L a y ' d 0 0 CO N(p 0 V M N 0 40)CO O q 0 N.—0 0)aO C)C)U)V c7 N r 0 M OD N 0 h 7 M N 0 0)(0 IT(D 1q U > (ototntn luloowiroo V V V V V V V V aQc7MMM(7MC7oe)0NNNNNNNNNN- O 8 n _.mac.Mt., m_ 2 sr\ U m11111111111111111111111111111111111111111111 ■ th E■M■■■■■E■u■■.......... .. ..�...........■...1...■.■ .....■ • w ■■ ■■E■■=■Om Mil ■■ui■■M■I ■■■■■■ ■■■■■_■■■M■ ■■_ ■■M■■ M ■ ■■■■MEMO■ ■■ 1111 ■ ■■ ill IE ww■■E ■E■E■■11E■ EEEM■E■O■ ■■ EEM■■ ■ ■ 11■o ■■■■■■■ ■■MOM■ ■■ i■ ■M■ ■■EM■ ■■■M■■ M■■11■ ■■ a.(La) °46 o W ■■■■MM■=E■■■■M=■■ MMEMMEMMOMMEMEMM■■MOMMMEOui■■ a) MMIUMMEMMOM OMMOMMOINAMMEMOMMEiiiiI•IRau viii (ll M■■■M■■E■■OM■■■■MEMMMME■O■MOMMEM■■M■MM■■iE■■■■ n'N■M■■■■■ ■MIME ■■■ ■MM11■E■M■■M■■■■■■MEM■■ ■■ ■■ -� ■E■■■■■ ■■■■■_ ■■ ■■ ■■■M■■■■■■■■■M■■M■M ■■EM■ ,:_ ■■E■ ■■i■■ ■■■ii■■ ■■MEMMEE■M■■M■■ ■■■■■■ ■■ ■ C� .w ■■■■EME M■■MEMMOMMEMMOM■■EEM=■■■■MM■■M■■■ ■■ EM Q ' > EMM■E11■■■■M■E■■E■■■■ ■■M■■■ ■■■■E■M■■M■■M■■■■■ ‘o MM■i■■■■■■■■■E■■■M■■■■■■M11■i■■ ■■ ■■■ ■■■■■■■■ Q .. o 1m ■EE■=■■M■■ _■■_■■■■■■■E ■■■MOMMM■■u■■im■■M■Mi■■ iW w m ■E■■ ■■■M■ M■ ■■M■M ■M.O■■ ■■M■M =■■ ■■■■■E •■ w a) .......... .......1.... ■■M■■■■■■■ ■■ME11E■■ ■ ua, MOMMi■■MME ■■MO■E■ ■■0■■OMEE■■■■MME■■E■■■M■■ ■ �- zo■■M ■■■■■■■■■ ■■E■■■EEO■■■■■■1111E ■o■■■■■11■■■■ 2 °t >- •••u•••••• ■■uu■E■■■■■■■=■■Euu■■■u■iii■■■i■u■■I MUM= MI SC =M■M■E EM ......E■■M.■■...................■E■ 4) EU .................1...................m........ o M■■■=M. ■■......M ......OM■ i■ . . ,. ■ 11 ■Q> o w z = ■ ■ ■ ■■■■■ ■ ■ ■■ O ■ =►\aa► \ir w■■ ■ ■ ■ ■ ■ ■ ■M ■ 11M..a►. ■■ ■S— tE o w UQ ......■E■■E■■■■ ■■ = ■■ ■.\EM ■3 . \oEiME Iw D L ¢ o �8 000138181°008�80MIVI 808088°N 81 N 80181 N X 0088 Le- w a 0 ■■■■■■ ■■■■■■■■■■■■ ■■■■■......■■.....■■■■■■■ =.■■11.11=■. 11.11..11E■■....... ■M■■EEM■EM■■. ■■M■ a ■■■=EM■M■■......■■■■■M■■i■■I■■=E■■■■■■■■MMOM■ME CO ■■. ■■■�■■■■■■■■■OM■E■■■■■■ ■■ i■■■■■■.. ■.� ■ ww U, ■■■■■■■ ■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■1111■■M ■■ °w 14■■■11■1111■■■■■■ ■■■111■■■■ ■M■MM■■11EM■■■■■M EMIEM■ i'1_4 PA -' ■M■■■■MEO■E■■i■E■■■■■■■EMOMMM■■11■■■■EMMMOM■■■■ L- ■■■MO■■■■■EME■■■■■■■ ■■■ ■■■M■EEMM■■■ EM■■■■M■ ■■■■■■■■■■■■EM■■■E■MaiM■•■■EM■■■■■M■■uu■■■■MO■ (lli ......■■■■■M■■■IEEE■■■M.■■■.......■■.■......■■ aWN■■■■E■■ ■■■MEEO■■M■.■■■■M■■ ■EEO■■M■O■M■ ■■■M■ • -1 ■■■■011■ ■■■■■0O■■■■■■MMMOM■ ■■■EE■■MOEEMEM■■M■ _ ■■MEE■■ ■M■■M■M■■■■■ O■E ■MIME■OMMEEMEM■ME■MM■ 0 �•, ,R , ■■■■■■■■■■■■■■i■■■E■=MM■ismo■■■MMM■■M■■■■■11■ �„ ■ *°' ■■■■■M■■■■E■■■■■■E■■M■■E■■■■■■■ME■■■■■EE■■EEM■ 43 41 ■■■E■■■■■11■■■■■■■MM■110■■■■EE■■EM■■OM■■■■■O■ aQ r Q ■O■■■■■M■■■iM■■■■M■E■O■■ MIMM■E■■■■OE■■■■■■■■ O w e, mil''' w ■M■■■■EEM■■■■■ ■■■■E■■■■ ■■■■■■■■1111■■■■■E■■■O■ Ew z ■■■■■■■■■■E■■■■■■■■■■■■■M■■■■■■■■■M■EE■M■■E■■■ U, v D ■i■■■■■E■■■■■■■■■■■■EM■■■■■E■EE■■■■■■■■■■■■■E■ W zp■■■■O■ 11■ E ■ ■■M■■ MM ■■M11 ■ ■ E11MM ■ ``' ■_■ OMMEME■■■E■ ■■IMMEMM■M■■M■■■ME■M•EMOMEE■■M■ ° �m�u��m� �mom�mu m■mum ��m� � u �m\a\�u �� umm 0 7 0■OEM.■■U■E■MME■■.E■E■■EMO■■EM■■E■MEOMEM■E■MEMO ■■C■M■■ ■■■EM■■■■■M■■M■■■■■■■■■OMMOOM►■■■■■■E■ w z ■= E■E■MM■M■E■■■■M■■E■■■11■M■■EM\■■E..►\■■■■■■■ z w 1-- •MIU••U••NUUUUUU•UUUUUUU. ∎\∎\\•∎\►\\ 11���11% ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK TT�T CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD 11 l DATE: 6/14/2013 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF CEDAR PINE DATE OF SURVEY 6/14/2013 85th PERCENTILE 32.3 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 86.9% POSTED SPEED LIMIT 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 550 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 CENTERUNE (ADJACENT LAND USE RESIDENTIAL/PEACH HILL ELEMENTARY SCHOOL&PARK [RECOMMENDED SPEED LIMIT I 25 MPH 'SPEED LIMIT CHANGE I RESIDENT DISTRICT CVC 515 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 32.3 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 Southhampton and, (2)heavy direct access driveways, and (3) heavy pedestrian traffic near elementary school. This segment meets the requirement for the CVC 515 "Resident District". Therefore with all these factors, it is recommended that the City establish the segment of Christian Barrett Drive a Resident District". 25 mph When Children Present,School Zone File: Christian Barrett 2013-09 (nf)non-fronting 8 3 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CHRISTIAN BARRETT DRIVE SPRING ST TO PEACH HILL RD DATE: 6/14/2013 SURVEY BY: C. BUENDIA TIME: 11:30 AM - 12:45 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x 10(10% 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 99.0% 37 x 94.9% 36 x 90.9% 35 x 90.9% 34 x 88.9% }PACE 33 x 87.9% }PACE 32 X 83.8% }PACE---85PCT 31 x 78.8% }PACE 30 x 73.7% }PACE 29 x 59.6% }PACE 28 X 46.5% }PACE ---MEAN 27 X 29.3% }PACE 26 x 17.2% }PACE 25 x 10.1% }PACE---15PCT 24 x 2.0% 23 x 2.0% 22X 1.0% 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: 32.3 MPH PERCENT OVER PACE: 11.1 % MEDIAN SPEED: 28.3 MPH PERCENT IN PACE: 86.9 % 15th PERCENTILE SPEED: 25.7 MPH PERCENT UNDER PACE: 2.0 % • :hristian Barrett 2013-09 84 i U Z Q, J A m a U . 0 00)0 ,,,z0 - .Nw v 0m cy rya " a Ncv•—Oomnolo O a i.iiiiIIiIihi _11 1 71 grummummiimmimminumommunmomm Ill ■■■■•■■■■■■.■ ■■■■■•■.■.■.■...■■■■■..■..■ tii ■■■■•■■■■■■■1111•■■■■.•■■■1.= 1111.■■■■■'■■■.■ o ■•■..■■■■■11_11■■..11..■.■■••.■•■••■..■■■�■ 1111..■ ww ui ■ ■....■..■ ■■.....■■... 1111... 1111■..■ 11/11...■ �w ■.■■■■...■■•■■ ■..11.■ 1111 1111■■■■ 1111 ■11...■•■/■■ a_Po 0 o 0) w ■.■■.■■■_._■■ ■■M■■■■■■I■■�■■■■■.I■■I■■■.■■�■■■■ JN■.■■ .■. ■.11...■■■■.■■■■1111■ .■■■■.■.11.11....■. ■■..= •■1■.... ■ 1111■■■■ ■■ C■■.■■.■■■■■■.■■_. 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MILES 1.30 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,100 LANE CONFIGURATION 1 LANE(SB)/2 LANES(NB) TRAFFIC CONTROLS SIGNAL-CAMPUS PARK/118 WB 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 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 GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND BUS PULL-OUT(SB) 'ADJACENT LAND USE RESIDENTIAL(nf)/MOORPARK COLLEGE I PARK/GRASS BELTWAY(NB) I 'RECOMMENDED SPEED LIMIT I 35 MPH I 'SPEED LIMIT CHANGE I NO CHANGE 1 JUSTIFICATION: The recommended 35 mph speed limit is within 3.7 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Collins 2013-10 (nf)non-fronting 86 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK II CI COLLINS DRIVE UNIVERSITY DR (E)TO CAMPUS PARK DR DATE: 6/17/2013 SURVEY BY: C.BUENDIA TIME: 10:15 AM - 11:15 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 4 100.0% 59 100.0% 58 100.0% 57 x 100.0% 56 100.0% 55 4 100.0% 54 x 100.0% 53 100.0% 52 100.0% 51 100.0% 50 100.0% 49 100.0% 48 X 100.0% 47 100.0% 46 4 100.0% 45 100.0% 44 10(10% 43 x 100.0% 42 99.2% 41 x 96.7% 40 x 95.0% }PACE 39 x 87.6% }PACE 38 x 78.5% }PACE---85PCT 37 x 70.2% }PACE 36 x 57.9% }PACE 35 x 49.6% }PACE ---MEAN 34 x 34.7% }PACE 33 x 24.8% }PACE 32 x 18.2% }PACE 31 x 7.4% }PACE---15PCT 30 x 2.5% 29 x 0.8% 28 x 0.8% 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: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 38.7 MPH PERCENT OVER PACE: 5.0 % MEDIAN SPEED: 351 MPH PERCENT IN PACE: 92.6 % 15th PERCENTILE SPEED: 31.7 MPH PERCENT UNDER PACE: 2.5 % Collins 2013-10 87 U Z • m 808 8B 88800 0 ornmncomvultow wnmlt�r�Q v-o m om •• nm�nQr,N- rnaonm�n A 0 c01n 1q otD lflh���tQ V CQ QQQ � Qc� c� CaN NNNNNNNN�•-�•--•-- O z 3 Xi Il!r��thh PAI T¢ U 1 1n iunnuniIihii o.■.■..■.■■ ■1011.■■ ■10 .■■..■..■10.1010.■■..10.1010■10■ • IL ■■10■10■■10■■=■■1010■■■i■■u=■1010■.10■■s.■■..■..10■■■■.■ W ■■■=10■■�10■■■1010■■■■■■ ■■■■■■■■ �■■10.■.10■■■■■10■ o ■1010 1010■ ■10 1010 .■■.1010..10.■..1010■ ■■10....10..■■ ■ w u.t ¢ ~ ■10.......10.■.101.■■..1010..■.■..10.ui■■■.■..■■■■1010x■ 0 Q az N■10■10 ■ ■■■■101010 ■■10.10■■■■.■■..10■.■■ ■■ 10■■.■10.■ �� =10■■1■■10■10u■10■ ■■=■10■1010■■■■10■■=■■1010■■10■■u■■■10■ 0 1010■■.■■.■.10.10■=■.10■■..■■■■....101010.10■■..■■■■.10■ WN101010101010■.■■■10101010■■1010■101010■■■.■■■■10■ 1111111■ r� 10■■. ■1011■■■10101010.■ ■■10■■■ ■■ ■■■■■••i ■— J Z= ■■.■�.■=■■10..■..■l■...■■�■■li.1.■1010 ■ Cw ■■■1010■■ ■■10■■■=.■10■1010..10.10■ ■ ■■■10■101010■■10■■.■ ' ..■...■10■■10.10■ ■..■■.■■..10■■■.10■■■.■■.■■■.■■.■ —0 — o�..■.■■■.■■10■■10■.■1010■■.10■.10■u■■■■■10.■10.■■.10.10■ Q - o �,, ■■■■ ■10 ■■10■10■10.■■uuuu10■10■■ 10■■■■1010■■ 10■■.■■10■ FQ W w .....................................�i10■■H10a■ w u■■■■10■10■■1010..■ ■■■10■■■■10.■■■■1010■■ ■■1011■■ ■ � m Z - •■■■1010■■■■■10■10■■.==■10■■►.■.10■■■10■■10■.1010■..■■10■ 1010 m ■■■.■■■.■.■■■■.►•■.■■■■■.■■.■■ 1010.■..10■ I ......................0..........m. ........ • Z � ■■10.1010■■■ ■ ■ 1010 ►.M. ■ ■■■■ . ■ ■■10 ■ ■■ ■10101010■ .■ ■ .■■0 ► . 10 ■■ . ..N ■ ■E �4) oQ ...■..■...=C■......10\ ►\►► ■■■■..■....■■■ ■ o u. . ■■ ■10 = ■.;10..•1010 ■1■ ■ 1 ■ ■ u■ > ¢ u■■u■ =10 ■ ■ ■■10 .10. .R. 10 ■■10.. . . 10 ■ w W O > z 10■ . ■■ ■ i■■. 10;.►a.► . 10 ■10 .10■ . ■ ■ © _F 0 w . ■ .. ■ 10 ■ \10\\1ecoop ►o. . .. . ■u . 1w i ¢ o o i 2 800036/8/°10010Orr 18 06088 al li 86 N 111 U- M P ' o IIOIIIIIIIIIIflhIHHiIfIiIX!IIIIIHIHhIII:(1) : :muwm : C : mo :: :: m_ : u : : u : : :um a ■■. .10 ■ . . . ■■ ■ ■■ ■■ .. ■ . ■■...■■C . ... ■■.■■.■■..■...■10■■.■■.■■■.■ wW N11...... ....■.....10.■■.....■.■■....■.......■.■ ° .. ■ ■. ■ .■ ■.. ■ . . ■.... .■ ■. d a. ■.■.10■■..■10.10■.■..1010■■.■■■...■1010■■■.■.■..■■■.. - ■.■10.10■..■1010■.=■..■.■.■■�■...■..■10.■.........■ ■10■■..■■...■■■ ■■■.■■11.10 ■■■■.■.■■..■■■■.■■■.■ (Ti`V © 1111.........�..�.........1111 1110.....1111.1111....1111.. - wn■■■ ■10.10■■■..■■■.....■..■...■■10■■.....■■.■■.■ .................■.10.....■■■.■ 1010■..■■.......■ ; _ ■10■....■■■1010■■ ■.■10■ ■.10....■■■.101010.■...■.■■ ■ (Ti w ,,w ■..■..■..■.■■■.■.10■.■.■.■10.■■■ ■10.10...■■■.■■10■ > ■■.■.■■...■■........■■.■.■......10...■■.■...... 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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 6/7/2013 85th PERCENTILE 39.9 MPH 10 MPH PACE 30-39 MPH PERCENT IN PACE 77.2 % POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 4 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 2.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 2.52 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 8,700 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-CAMPUS PARK/118 WB OFF&ON RAMPS / STOP-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 I 35 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 4.9 mph of the 85th percentile speed and meets CVC standards. *25 mph When Children Present,School Zone File: Collins 2013-11 (nf)non-fronting 89 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI GOWNS DRIVE CAMPUS PARK DR TO ARROYO DR DATE: 6/7/2013 SURVEY BY: C. 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BUENDIA TIME: 11:00 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF POINDEXTER DATE OF SURVEY 6/6/2013 85th PERCENTILE 30.9 MPH 10 MPH PACE 23-32 MPH PERCENT IN PACE 80.4% 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 750 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 ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO/MANY STREET LIGHTING YES OTHER (ADJACENT LAND USE INDUSTRIAL/BUSINESS 'RECOMMENDED SPEED LIMIT I 30 MPH ISPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within m 0.9 mph of the 85th percentile speed and meets CVC standards. 75 mph When Children Present,School Zone File: Commerce 2013-12 (nf)non-fronting 92 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI DATE:COMMERCE/60 RIVE SURVEY POINDEXTER AVEC.BUENDBA GABBERT AVE TIME: 11:00 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 100.0% 37 x 99.1% 36 x 99.1% 35 x 98.2% 34 x 98.2% 33 x 94.6% 32 x 90.2% }PACE 31 x 86.6% }PACE 30 x 73.2% }PACE-- 85PCT 29 x 63.4% }PACE 28 x 58.0% }PACE 27 x 45.5% }PACE ---MEAN 26 x 42.0% }PACE 25 x 34.8% }PACE 24 x 20.5% }PACE 23 x 16.1% }PACE 22 x 9.8% ---15PCT 21 X 7.1% 20 x 6.3% 19 X 0.9% 18 x 0.0% 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: 30.9 MPH PERCENT OVER PACE: 9.8 % MEDIAN SPEED: 27.4 MPH PERCENT IN PACE: 80.4 % 15th PERCENTILE SPEED: 22.8 MPH PERCENT UNDER PACE: 9.8 % • Commerce 201312 93 / ,4 N z , , v =, o. m . nv o.m n.t,vV-ornae aaaea,orne aye ,c9rnvn Onng )Uq V V V '�r•' O z ap uO a u Toppmewsw101111111 1 co—ii ; 11111111111111111111111111111111111111111111 8■■■1111■■■■■■M■■■■■■■■ ■■■ ■■■ ■■■■■■11■■■■■11■■11■ © Lb ■11■■■■■■■■■ ■■11■■■■■ ■■■ ■■ _■■■■■11■■■■■ ■1111.■ .. 2 w =■11■■■■■=1111=I■■■■■_■■■■■■■■� E ■■■■■■■■■i ■■1111 1111■■■■■ ■■■11■.■■■ ■■■■■■■■■ 1111 ■11111111.■■■ 1111■■ ww w ¢ ■11■11■■■■11■■11I■1111■■■■■11■■01■■■■■■ ■0111■■■■■■ ■■M■ w ' Q 0 ■■■■MI■■■■■■■11 ■■■11■■ ■■■.1111 ■ 1111■■■M■■■■■■■11I Bran 0 C0 co w a) ■■■■■■■■■■=11■■i■■■■M■=■■01■M11■i■u■■■■01■■■■■■■■■■ ■u■■_■■■■■■■■u■■■■ ■■ ■■■■■......■......■=■■u■ ...........mm............................. wN■■■■ ■■ ■■■ ■■ ■■M■■■11■■■■■ ■■■■11■11■01■■■■■■■ ■ PJ ■ ■■ ■■•■■■ ■■u■■■■■■■■■■■■1■■■■■■■■■■■■11■■■u■ r n ._ ■o■■ .....■ 1111■■■■■■M■M■■■11.11■■■■■ 1111 ....■■ ■ v/ hw ■■■■■■■■■■■......■■■■I■■■■■■■■■11■■1■■'u■■■■■■.. _4 r> ■1111■1101■11■■■ 1111■■■11■■■■■■■■■■■■■■■1111■■■.■■.M■■■ J ° 1° iron �■■l■■ii■ii■■ii■iiirain ialniiii ligini �Q z 0. ■uu■1111■=C■IC■■=■■11011 ■■■■M■■■ 01...11■■■M■1.■ ■ �-w a) W "m ■01111 ■■0111■■■■ ■ MUM 11•1111111111•1•11111111111111M coivai m LL zo+11.....••••••mmuummemmummuniummus■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11 ■ ■11■ ■ ■ r I ■■■■■■■......■■..m.■■■■■►■■■■■...... ■■■■ Z ZF- . ■■■■■■■■■■■■■■ 11 ■■ ►■ ■\■■11 11 ■ 04 ............................................. a) .cN E ■■■■■■■ ■1111 ■11■ ■■■■■■■■ ■11■■\\1111■■►■►•11■■■■ 1111 o ¢ 1111■munu ■ ■■�u■■■■_■■■innu ■omens\■■■■■�■■ O w �■■ 1111■■■■ 1111 1111■■ ■■01■■\■\11 ■mosi \■■\■■■■■ w w > o ■■■ ......................................... o .. 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MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 400 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 STRIPING / PEDS WALK ON STREET ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.51 VERTICAL CURVE SLIGHT HORIZONTAL CURVE SWEEPING"U"SHAPE CURVE LATERAL VISIBILITY LIMITED SIGHT DISTANCE ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS NO/YES STREET LIGHTING YES OTHER 'ADJACENT LAND USE INDUSTRIAL/BUSINESS/SCHOOL 'RECOMMENDED SPEED LIMIT I 30 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 30 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: Condor 2013-13 95 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CONDOR /D IVY PRINCETON TON AVE (N) TO PRINCETON AVE ( TIME: 12:45 PM - 1:30 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 99.1% 37 x 98.3% 36 x 94.0% 35 x 91.5% }PACE 34 x 85.5% }PACE 33 x 79.5% }PACE---85PCT 32 x 72.6% }PACE 31 x 62.4% }PACE 30 x 51.3% }PACE 29 X 39.3% }PACE ---MEAN 28 x 28.2% }PACE 27 X 19.7% }PACE 26 x 12.0% }PACE---15PCT 25 x 7.7% 24 x 1.7% 23 x 0.9% 22 x 0.9% 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: 33.9 MPH PERCENT OVER PACE: 14.5 % MEDIAN SPEED: 29.9 MPH PERCENT IN PACE: 83.8 % 15th PERCENTILE SPEED: 26A MPH PERCENT UNDER PACE: 7.7 % • Condor 2013-13 96 U _ z -J 4 r 88 8886 88�808� 0 a ornwncow,0N-o .N,tp vraN�orn .• min • orn .,00,wn(0. ...0 lfj lA to....., ,V V V V V Q V V o i',?� S"S N N 0 a � -,- _, 11111111Liminnthdd� ;. 8 �EIP 1►1 a 111h11111111116 g.....■t............■.■........M.M.M.. ......■ w .........................................1.... 2 w MMM.■■.ut■■■.MM■. ■■M■■M MM=u■■ ■■■■■.■Ma ■■M■ o ■.■■=n■ ■M■=■■MM■3n■M■■■�M■ M■MMM■MMMM.M ■■.■ wW w ~ M.■■_ ■Mt.■■_ ■■ ■■ ■■■.■M ■MMMMM ■M.MM.MMMtM.M■ Uw ~ N.M■ MM■tt■ .MM M.11■■..■MMMM..M t■■ ■11MMM M■■ no_co a, 0 . w ....1..... 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I- AM■MM■M■nM.■MM■■■■MM■■■■■M\OMME.■■n■M.■■■■M.■ m M■CM■■■■■■■UNM■■■■ ■.■■■■►OOWNO .\■E■■M■■ ■..I 2 ■■ ■M■■■.■■ ■MMMU■M■■.■■■..►►a►►.►■►t■M■■ ■n.■ w ° 6 M.n■.■■■.■■■■MM■■M■■..■►■►M►M►►►►►►.■■MM■ ■■.■ o -° < z w Q ■■■U.■■t..■....■UU■U..11ooLmovegoo\\\11■U.11M■.■ 1,T, 5j J 1 8 080888886 088 4 EEO MEW 3 N 13S N 201 Q 0 97 � o ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCICOUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL ST DATE: 5/23/2013 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 4:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SAGEWOOD DATE OF SURVEY 5/23/2013 85th PERCENTILE 31.8 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 92.7% 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 700 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 GOOD SIDEWALKS/DRIVEWAYS YES/YES (at school only) STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE 'ADJACENT LAND USE RESIDENTIAL(non-fronting)/ARROW WEST ELEMENTARY SCHOOL J 'RECOMMENDED SPEED LIMIT I 30 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within m 1.8 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: Count ywood 2013-14 98 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK C'I COUNTRY HILL DRIVE COUNTRYWOOD DR TO MOUNTAIN TRAIL DATE: 5/23/2013 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 4:15 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 100.0% 36 x 100.0% 35 x 100.0% 34 x 96.9% }PACE 33 x 92.7% }PACE 32 X 87.5% }PACE 31 x 76.0% }PACE ---85PCT 30 x 63.5% }PACE 29 X 47.9% }PACE----MEAN 28 x 34.4% }PACE 27 x 21.9% }PACE 26 X 14.6% }PACE ---15PCT 25 x 11.5% }PACE 24 x 4.2% 23 x 4.2% 22 x 2.1% 21 x 1.0% 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: 31.8 MPH PERCENT OVER PACE: 3.1 % MEDIAN SPEED: 29.1 MPH PERCENT IN PACE: 92.7 % 15th PERCENTILE SPEED: 26.1 MPH PERCENT UNDER PACE: 4.2 % Countrywood 2013-14 99 z Q J , ai 88008 00 80888 o,rnconmInvc�a--00coNW via,-OMMNm orn •• m arnwnm1, q U � mmmm�nmtnu�inw�n vvv vcv�vr�c�cc7 cycv cv w--•--•- IIIIIIIIIIIIIIIPIENIPINII 1111111 111 E 1111111111111111111111111111101111111111111 o■.......■■ E■E■■■ ■■ E■■N■■.■■ ■■■■.■.N■.■IE■ ,1, (ii ..............................1............... u, ■......■=■=i■0MI■■■■■■■■.....■ ■■■■■■■M■■■■■■F- � ■ ■ N ■ MINE N 11■■ MINE■ ■■ ■■■ ww r E.■■.■N■■■N■■M■■11■■■ �.■■■■■■NM■. 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MILES 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 1,050 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 I 35 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within m 4.6 mph of the 85th percentile speed and meets CVC standards. • '25 mph When Children Present,School Zone File: Counhywood 2013-15 101 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI CO NTR6YWr D OOD DRIVE TIERRA REJADA RD TO WOODHILL DR BY: C.DATE: TIME: 3:45 PM - 4:45 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 10(0.0% 45 x 100.0% 44 x 99.1% 43 x 98.3% 42 x 96.5% 41 x 92.2% }PACE 40 x 87.8% }PACE 39 x 80.9% }PACE---85PCT 38 x 70.4% }PACE 37 x 53.9% }PACE 36 x 40.9% }PACE ---MEAN 35 x 33.9% }PACE 34 x 31.3% }PACE 33 x 23.5% }PACE 32 x 17.4% }PACE 31 x 10.4% ---15PCT 30 x 6.1% 29 x 5.2% 28 x 4.3% 27X 1.7% 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: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.6 MPH PERCENT OVER PACE: 12.2 % MEDIAN SPEED: 36.7 MPH PERCENT IN PACE: 811 % 15th PERCENTILE SPEED: 31.7 MPH PERCENT UNDER PACE: 10.4 % Countywood 2013-15 102 U z 0 U J t01DWOul Ntowli �l�4 t V 0000q 0 0(')0 NNNNN NNr�,--r o z ■ } y Il) a I�I1111 1 111 • �I�I��i� 111 VIII 0 w ._!■■■■■1■!.■■■!■■■■■. ■EN■■1■1■■■.■■■�.. ... w 1011!■1111!■ 1111■■■■■■■■1111■■■■N!■ ■■1111■■=■■■E■�MN H ■.■■.■1■■■■■1■NNM■I■■■ ■ 1010 ■■■.■. ■ ■■■ ■■ ■ ww W ¢ H ■■.■■.■111.1.EE■E N■■■■1I■=C■!=NE.■■!.■=N■■.■I.11Uw H Q ° ■■■■■■.■■E■1■■■NEN■1■ 1010■■■■ ■! ■■N■.■ 1011■.!■. drrnn q co w .............................................. a) ...................................... iuUUuU 4) �► ■■■■■■■■■■■■■■■■11011■■.■■11010■■■■N1■■.1■■E111111■■ �w°■■■■■■■■■■■■■1010■■■.■■■■! 1010■ 1010■■■ 1010■■■ 1010 u■E=!!.11lI 1!■■1■NN!■11■■I1!■C■■1■■•=I■N■■=■!__ �,.z ■N■■•■■■ !1 1010■ 1010 ■1111■■ ■■ 1010 1010 ■■■ ■■111■!■ �w ......■■.....E!N■■ ■■11.10 ■E■110■.Miu!■■ ■!.■■■■ Q > ■■■■■■■■■■■■■■■■■■N■■■■■1NN■N■■■E■■■■■■■•••••• ,..01 o E■■■ ■■■■■■!■■■N!!NM■.■■■■!!N■■I!!■■!E■■■■■!.■ a ..is a ■■■■�■!■.■■■■■......■■■■N■■EN■N■■■■■■■■■■E.■ ■ Uw w • w ■�■ ■■■....■■■■■■.■.■■. ■1010■■.1011■■.■NE■ ■�■ �w • m ■ ■.!■■1111. ■■■■E■ ■■11.11■ ■ ■E.1■■■!■10 ■10.!11 ■ 0� ■■■■■■■1111!■iE■■■1010=■■11■■.mia■■!■......._■■.■■■■ ;; ^r [0 z9-MENNIMMINNIMIONIIMMILKOMEMEMINIMIIINIIIIIMMEMONWIN I ■■■■1.111■ ■■■■■■■■■ 1010 .■■■■■■■■•■1110 M■ ■■ ■■■■ . 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BUENDIA TIME: 1:45 PM - 3:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF TIMBER HOLLOW DATE OF SURVEY 6/7/2013 85th PERCENTILE 39.4 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 87.4% POSTED SPEED LIMIT NOT POSTED 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 1,200 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/RIDGECREST(new signal-not turned on) CROSSWALKS AT SPRING PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING PERMITTED,NONE OBSERVED OTHER BIKE ROUTE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.70 VERTICAL CURVE SLIGHT UPHILL(EB) HORIZONTAL CURVE CONSTANT"U"CURVE(Loop) LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS NEW SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND AT SPRING COLLECTOR ROADWAY TO GATED COMMUNITY (ADJACENT LAND USE RESIDENTIAL(non-fronting) (RECOMMENDED SPEED LIMIT I 35 MPH J SPEED LIMIT CHANGE I POST JUSTIFICATION: This section of Elk Run Loop is a two lane collector roadway supplying access to home developments that are non-fronting to the roadway. Currently,this area has no speed posting.With the speed study results showing an 85th percentile speed of 39.4 mph and a 10 mph pace range of 32 to 41 mph,it is recommended that a 35 mph speed limit be established for this area. 25 mph When Children Present,School Zone File: Elk Run 2013-16 104 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI RUN DATE: 6/7/2013 SURVEY BY:ST DR CO ST BUENDIA TIME: 1:45 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 99.1% 43 x 98.2% 42 x 97.3% 41 x 94.6% }PACE 40 x 91.0% }PACE 39 x 81.1% }PACE---85PCT 38 x 72.1% }PACE 37 x 64.9% }PACE 36 x 51.4% }PACE 35 x 44.1% }PACE ---MEAN 34 x 27.0% }PACE 33 x 16.2% }PACE 32 x 15.3% }PACE 31 x 7.2% ---15PCT 30 x 4.5% 29 x 0.9% 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% 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: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.4 MPH PERCENT OVER PACE: 5.4 % MEDIAN SPEED: 35.8 MPH PERCENT IN PACE: 87.4 % 15th PERCENTILE SPEED: 32.0 MPH PERCENT UNDER PACE: 72 % Elk Run 2013-16 105 • U Z • Q 6 = if82nnhhh�PAvV Mir-VV�V ,T,(vgt� e3gc7)sNCNNNN0gmPP a , i aJJ r J H s.'"-V a r t'''' 0 g.....■.....■■....10■10 1111■■■ ■■....10■■ ■ ....10■ w ■.10.10■...■ ■■■■■.10.11111110■■■■11.■ ■■10■.=■10 ■10■■ C 2 11■■■■■11■■ii�■.■■ o 1111 ..■ ■.■■ ■..10■■■■■ ■ 1111. ■■ ■■ 1111■ ■■■■ WW_ w o IIIIIMIIIIIIIIMIIIIIIIIIIIM1111•11111111MI ■■■■■■■■■■.■■i■■■■■■■■■.U ■■■■■■_■■_■■■■■■■■■■■ co W �� ■■■■■■■■■ 1111 11■■■■ 1111■■■■10■■■■■ 10■■ ■■■■■■■■ dm A Q I "_■■■■■■■■■ 11■■11■■11■■11■■■■■■11■..11■11■■■11■■11■■■■■CU ■■1111■11■■■■■11111MBLIIIMUMMUINVIUMAMMEin 11■ 1111 1111■■■�, ■■1011■•1111■■■■10.■■■■■10■...■■■■ -C IN WN1111■■■■■ ■■■■■■■■■■■■11■■■■■■ 1111■■■■■11■■■■■■■■ ■ Al ■1111■ 1111 1111■■■■■■■ 1111■■■■ ■1111 ■■■1111■■111111■■■1111 CD 11■■■11.■ ■■■■■■■.■11■10■■■■11■.111111111110■■■■11■.■■10■11■ ,w ■■11■.■■■■■■■■■■.■■■11.■■ ■■ ■■.11■ ■1111 ■■■■■■ ■ Q '> ■■■•11■■10■■10■■■.■■.■■1010■1011.■■■■■.1011i■1010■■10■■■■■■ ■■.■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■1111■■.■ Q 11. 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W o W ...■■1111.10■1110.■1111.1011.MEOLIM ■•.11111011■11■1011■ IW D 3 ¢ o 412 0031:101°13101813�80 B68B8°1110M 9-00°0 a IIIIoIHlnhIu!Ii: aiI::iHIIIIIIIIIIIIII 0_. 11.■.■■11■.■.■ ■.. ....=..11■■■10■...■.■..10 a ,� ■............. 11.................■:.11•111111111111 ,5 ■...=.1110.■.■■10 11 111110....■■...._10..10■■..I.■11O■.=■ w 4 ■1010■ ■111010■■.10.11111111111010111010101011■ ■■101010■ ■ ■■■ ■■ ■ <)W . -1010■■■■■■■■■10.■■■.■..10..1010...11.11...■■...■.■11.■■ o_(0 LI ■■.■■.■■■■■■■■■■111010■11■■■■11■.1111.11■■.■.■■■1111.■.■ L V. ■10111111■11.1110101010■11.11■■10■ ■■.10111111■■11.1010111010■■■10.10.■ ■■1111.11■..■..■■■■■.■10■11■■■■■10■■■11■101010■■10■■.■1011■ (� " � �, ■■■■■■■■■■■101010■■11111110■1110101010■1011■1111■■1010111010101111101010■ ��"i 10ii ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK TT/rT GABBERT ROAD ELWIN ST TO POINDEXTER RD II (,l DATE: 5/22/2013 SURVEY BY: C. BUENDIA TIME: 4:00 PM - 5:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF ELWIN DATE OF SURVEY 5/22/2013 85th PERCENTILE 35.7 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 82.3% POSTED SPEED LIMIT NOT POSTED 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 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 RxR XING AT POINTDEXTER 'ADJACENT LAND USE RANCH HOME/OPEN I 'RECOMMENDED SPEED LIMIT I 30 MPH I 'SPEED LIMIT CHANGE I POST JUSTIFICATION: This portion of Gabbert Road is a two lane rural roadway. Field observations include a no speed limit postings in area, narrow winding roadway, no shoulders/dirt shoulders, no stopping anytime, and areas of limited sight distance_ The sight distance at Elwin Street is approximately 198 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 35.7 mph and due to limited sight distance, it is recommended that a 30 mph speed limit be established for this segment. '25 mph When Children Present,School Zone File: Gabbert 2013-17 107 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC/ GABBERT ROAD ELWIN ST TO POINDEXTER RD DATE: 5/22/2013 SURVEY BY: C. BUENDIA TIME: 4:00 PM - 5:30 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 98.7% 40 x 96.2% 39 x 96.2% 38 x 93.7% 37 x 89.9% 36 x 86.1% }PACE 35 X 82.3% }PACE---85PCT 34 x 70.9% }PACE 33 x 60.8% }PACE 32 x 51.9% }PACE 31 x 46.8% }PACE ---MEAN 30 X 38.0% }PACE 29 x 32.9% }PACE 28 X 20.3% }PACE 27 x 11.4% }PACE---15PCT 26 x 3.8% 25X 1.3% 24 x 0.0% 23 x 0.0% 22 x 0.0% 21X 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: 35.7 MPH PERCENT OVER PACE: 13.9 % MEDIAN SPEED: 316 MPH PERCENT IN PACE: 82.3 % 15th PERCENTILE SPEED: 27.4 MPH PERCENT UNDER PACE: 3.8 % Gabbert 2013-17 108 i ti U o � cbcop,ot01.0N.-o con l0Vc N^0068088808°M808W,.ON.-o0mNQM 00000010WOW10v 7 V V c!v a V CJ C7N NNNNNN a a W s iIiIHIiIiG I c■ iiiiiIOIiiIiiIiiflIHhiiIIIiiiiIUIiiiiIiliiI g. ■u.a ■.1 ■■■■■ ■■ ■■■■■■■■■■.■■■■■ ■■■■■■■ In w "■ u■■■■■ ■■■�■■■■■� ■� ■■■■1111 ■.■■■■■1■u■ ■■■■■ • 2 w ■■■■■■■O ■■■■■■■■ i■■1■■■■ M■■■■■■■■■■■•■■■.■ o ■■■■■■■■.■■■■■■1111.■■■■11■ ■/M■1■■■■■■■■■■■.■■.■ ww ui 0 1■1■■..■■■■■■11■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■ (< w 0 o co w •:C::C::::s:::1:CI:::C:::::1::1::::::_:::_:::: : ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE DATE: 5124/2013 SURVEY BY: C. BUENDIA TIME: 10:00 AM - 11:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF COMMERCE DATE OF SURVEY 5/24/2013 85th PERCENTILE 41.0 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 75.6% POSTED SPEED LIMIT 40 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) ACCJMILLION VEH.MILES 1.34 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 3,300 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-LOS ANGELES / STOP-POINDEXTER CROSSWALKS AT LOS ANGELES PEDESTRIAN/BICYCLES FEW/YES 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 GOOD 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 1 40 MPH 1 SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1.0 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Gabbed 2013-18 110 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK ICI GABBERT ROAD POINDEXTER RD TO LOS ANGELES AVE DATE: 5124/2013 SURVEY BY: C.BUENDIA TIME: 10:00 AM - 11:00 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 98.8% 45 x 96.9% 44 x 96.3% 43 x 93.1% 42 X 87.5% 41 x 85.6% }PACE 40 x 73.1% }PACE---85PCT 39 x 65.0% }PACE 38 x 58.1% }PACE 37 x 48.1% }PACE ---MEAN 36 x 37.5% }PACE 35 x 30.0% }PACE 34 x 22.5% }PACE 33 x 20.0% }PACE 32 x 12.5% }PACE---15PCT 31 x 10.0% 30 x 9.4% 29 x 6.3% 28 x 6.3% 27 x 4.4% 26 x 3.1% 25 x 1.9% 24 x 1.3% 23 x 1.3% 22 x 1.3% 21 X 0.6% 20 X 0.6% 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: 41.0 MPH PERCENT OVER PACE: 14A % MEDIAN SPEED: 37.2 MPH PERCENT IN PACE: 75.6 % 15th PERCENTILE SPEED: 32.3 MPH PERCENT UNDER PACE: 10.0 % Gabbert 2013-18 111 2 j , c Q ° ..... ° m�B�� NO°°'�� °88887°°'80�°8880�°� m� a z i- - 4 EMEIPPRIPIPW.— 8° i U illy ' 11M 101 _ � � IHIIIIIOIIIIiHhiIIIGIIHh1HHIHHhIII ■■■■■■■■■■■■■■■■ ■■■■■■■■■......■■■ w ........................... .................. w ■■■■■■■......■■■O'■■■■■■■■■ ■■I■■■=■■■■■■■■■■■ o ■■■■■■■ ■■ ■■■NM■ E■ ■■■EM■ ■■■EE■ ■.N11.■■■■■■ w w p ■11■■N■ME■E.M■■11■IM■■UM■■■■E■■■.■EN.■■M■.■IEEE■ Uw ~ N■E■■■■■■■■■■■■ ■■EE■ ■■■■■■■■■■■■ ■■■I■■■EE.■ L) 4' a (0 ° - ■■■.■■■■■.M■■■=unum C■■■M■■■■■■■■i......■.■■■ a) .................E........................i is ■■..N.ENE■.EE. 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B AVE TIME: 12:30 PM - 1:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SPRING DATE OF SURVEY 6/7/2013 85th PERCENTILE 32.8 MPH 10 MPH PACE 26-35 MPH PERCENT IN PACE 85.3% POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 5 ANNUAL ACCIDENT RATE 1.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH. MILES 1.28 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,650 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(heavy) OTHER PAINTED BIKE LANES AREAS OF RED CURB 12 HOUR PKNG 6am-6pm ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.42 VERTICAL CURVE NONE HORIZONTAL CURVE NONE LATERAL VISIBILITY GOOD ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING NO OTHER DBL YELLOW CENTERLINE BUS STOPS ADJACENT LAND USE DOWNTOWN SHOPS(dense)/RESTUARANTS/FIRE STATION/BUSINESS RECOMMENDED SPEED LIMIT I 30 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 30 mph is within 2.8 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File: High 2013-19 113 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK ICI HIGH STREET SPRING ST TO MOORPARK AVE DATE: 6/7/2013 SURVEY BY: C. BUENDIA 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 100.0% 44 x 100.0% 43 x 100.0% 42 X 100.0% 41 x 100.0% 40 x 100.0% 39 x 99.4% 38 x 99.4% 37 x 98.9% 36 x 97.7% 35 x 97.7% }PACE 34 X 91.0% }PACE 33 x 87.0% }PACE 32 x 76.8% }PACE---85PCT 31 x 68.4% }PACE 30 x 59.9% }PACE 29 x 46.3% }PACE ---MEAN 28 x 34.5% }PACE 27 X 24.3% }PACE 26 x 15.8% }PACE 25 x 12.4% ---15PCT 24 X 6.2% 23 x 4.0% 22 x 4.0% 21 x 3.4% 20 x 2.8% 19 x 1.1% 18 X 0.6% 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: 32.8 MPH PERCENT OVER PACE: 2.3 % MEDIAN SPEED: 29.3 MPH PERCENT IN PACE: 85.3 % 15th PERCENTILE SPEED: 25.8 MPH PERCENT UNDER PACE: 12.4 % High 2013-19 114 P U z J tS+ m E m�*V4232.65.53W4WW4110 8018111110®0N�0��� Z T' p � ma „ 111 , 1 11 nNiiiiiiiinin -" J u, � ■ ■■■■1111 11■ ■■■1111 ■■ ■ ■■1111 ■11■■■■11■■11■■ ■■11■ o . w �■i■■1111■■i■111111111■i1■■�11'�1111■ 1111 ■■■■■■■■■ 1111■ o ■ ■■■■■1111■■■■■■■■■■■■■■■■■■••■■ ■■■■■■■■■u■■11• ww W Q o ,■_■■■■■■■■■■■■■■■■■■1111■■■■■■■■■.■■■11.11■■■■■■■■ a N■■■■■1111■■■■■■■ ■■■■■■ ■■■■■ ■■■■■■■■■■■■ ■■11■ �� 0 o W ■11■■■■■11■■■■■■......■...........■■11■■■11■■..... 1liiliii Ura innii ra Iilliiiiiiiiil M o■■■■■11■■11■■■■■1■■■■■■11■■■■■�■■■11■■■■11■■■■■■■■■ I wN■■■■■■1111■11■■■■■■■■■■■■■■11■11■ ■■■■■■■11■■■■■■■ 11 7 ■111111 ■■ 11■■1111■1111■■■■11■■1111■111111111 1111■=■1111111111■■=■ CO 11111•••1111!■■■■■■■■■1■■11■■■■11■■1■■UI. ■■■■■■■■1111 w 1111■■■■■ ■■1111■■111■ ■■■■■■_■■■ 1111 ■■�■■■■11■■■■■■ Q •> ■■■■■11■■■■■■11■ ■■■■■1111■■ ■■■■■■■■■ ■■■■■■■■■11■ J op.-11■•11■■11111111■•••11■11•■■11■11■■■■11■■■■\■■■■■■■■■■■11■ a .. ig�c ■■■■■■■■1■■11■■....i••1■11■■■1111■1111•■11■■■■■■11■■■■ 0 w ■11■■■■■ ■■11■■■■■11 1111 ■■■11■■■■■11►11■■■■■■■H■11■ w w ..� 1111■■■■■1■■■■■■ 1111■ 1111■■■ ■■■■■■■■■■■■■■■■■1111■■ �� " L ■■■■■111111■■■■■111■11■1■■11■11111■■■■■■1111■■■■11■■■■11■■ CO z9■■■■■......■■■■■■■■■■ ■11 ■ ■ ■\ ■ 11 ■■ r ■ ■ ■ ■ ■ ■■ 11■ Q ■ , Q ■ 11M ■ Z 1- ■ ■■■■■■■ 11 11■■ ■ ■11 \ ■ ■11 ■a ■11 ■ 11 0 ■■■■■11■■ ■ ■■ ■■ ■11 ■ ■■■ ■®\ 111■ ■■ ■■■■ v o1 U W ■■■■•1111■1111■■1111 11 ■ ■■■■M\■I\a ■■■ ■■ ■ o ■■■■ ■■■ 11 ■■■ ■■■1 ■■.■.1.. .11. ■ ■■■1111 > a W ■1 ■11 ■ 1 ■■■■ ■■ ■■ 1 . \ 11■11 . ■ Iwo w D 3 8 o :U s 003 18110°008 80000°16818080/°188186886 N 00008 >U, (1) -4- 11111111111111111111111111ZIMIIIIII 1 1111■■1111■. 1111■■■■■■■■■111111■.11■■■■■11■■■■■■1■1111■1111■ ■■■■■1111. ■■■11■■■■■■■11 ■■■1111■■■■■■■■■■■ ■■■■■11■ a 1............1111:1.••••••••1•••••••11■■■■■■■■■ CO 11■■■■■■■ 1111■■■■ ■■■■■■■■■■ ww ( J ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■•■■■■■■1111■■ °w N■.■■■............■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ vv, � ■■■■■■■■■■■■■■■■■■11111111■11■11■11■■11■■■■1111■■■1111■11■■ L ,1 ■■■■11■■1111■■1■■■■■■■■11■■■ ■■■■■■■■■■■■■■■■■■■■■ �, ■■■■1111■11■11■ ■■■■■■111111■■■1■■■■■■■■■■■■■■■■■■■1111 CO ■■■■■■■■■■■■■■■■11■1111■■■11■■■■1111■■■■■.11■■■■■1111■■ wn■= ■ 11 ■ ■ ■ ■ ■ ■■ ■ ■■ ■■ ■■ ■11■■ C ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ . ■ ,w-1 ■ ■ ■ ■ ■ ■11 ■■■ ■■ ■ ■■ , ■ 11 ■ ■ ■ 1 CC '> ■■■■■■111111■■■■■■■■■■■■■■■■■■■■1111■■■■■■■■■■■■■11■ • �+,��,► zp ■■■■■ ■■ ■ ■ ■ ■ ■■ ■ ■► ■ ■ 11■ ■ ■■ Qa° i ■■■■■■■■■11■■11■■11■■111111■ ■■ \ ■ ■ ■■■ ■ ■ �w z 'im 11 ■ ■ 11 ■■ ■■■ 11 ■11 ■ ■►■ ■■ ■■ ■ ■■ ■ �� F tLi.a, O■■■■■■■■■■■■■■■■■■ ■ 11■■ ■\D\\ 1111■ 11■■■ in■■■■■■■■ ■ ■ ■ 1■ ■■■■■l ►■ ■■■ ■ ■ 11■■■ ■ 1 ■ ■ ■■ ■■ erm .11■ ■ ■ ■ ■ ■ 0 •. ■ ■ ■ ■■■ ■ ■11 ■ ■ ■emz1e■ ■■ ■ ■■; a ■ ■■ 11 ■ ■■ ■ ■ ■a■1n\\■ 1■ ■ ■■ ■ p — u . 11 ■ 111111 ■■ ■ ■ ■11 ■ ■ mega\■■ 11 ■ 11■ ■ m w .■1 ■ ■■ ■■■■ ■ 11■■ ■ .,,. ■1111 ■■ ■ 11 Z 1111 ■11 / 1111■11■■■1111 ■ =■■• EMNI►► ■■ ■ 11 a w W ° o W 11 ■ ■ 11■ ■■ ■ ■ ► \ ■\■► ► ■ ■■ ■ ■■ 1% 1 © [3 o U o s 80OME 808880088 880106881°N88880088N EMI QN ' 115 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RD (mil DATE: 6/5/2013 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 4:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF WALNUT CANYON DATE OF SURVEY 6/5/2013 85th PERCENTILE 34.3 MPH 10 MPH PACE 26-35 MPH PERCENT IN PACE 74.2 % POSTED SPEED LIMIT NOT POSTED 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 STOP-WALNUT CANYON CROSSWALKS AT WALNUT CANYON PEDESTRIAN/BICYCLES NO/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER NEW DEVELOPMENT STILL UNDER CONSTRUCTION ROADWAY CONSTRUCTION UNDERWAY ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.59 VERTICAL CURVE SLIGHT-GRADUAL UPHILL(WB) HORIZONTAL CURVE SLIGHT"C"CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS NEW SIDEWALKS/DRIVEWAYS YES I NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ROAD OPEN ONLY FROM WALNUT CANYON TO BREEZY GLEN(0.20 mi) (ADJACENT LAND USE RESIDENTIAL(non-fronting Gated Communities) I (RECOMMENDED SPEED LIMIT ( 30 MPH I (SPEED LIMIT CHANGE I POST I JUSTIFICATION: Meridian Hills Drive is a newly constructed two lane roadway. Field observations include the roadway is closed east of Breezy Glen,on-going residential construction,and slight to gradual horizontal-vertical curves. The speed survey results show an 85th percentile speed of 34.3 mph and a 10 mph pace range of 26 to 35 mph. With that, it is recommended that a 30 mph speed limit be established for this area. It is also recommended that this segment be resurveyed when the roadway is completed and opened. '25 mph When Children Present,School Zone File: Meridian Hills 2013-20 116 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MERIDIAN HILLS DRIVE WEST TERMINUS TO WALNUT CANYON RE DATE: 6/52013 SURVEY BY: C. BUENDIA TIME: 3:00 PM - 4:45 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 98.4% 38 X 98.4% 37 x 96.8% 36 X 95.2% 35 x 91.9% }PACE 34 x 82.3% }PACE---85PCT 33 x 77.4% }PACE 32 x 72.6% }PACE 31 x 61.3% }PACE 30 x 54.8% }PACE 29 x 43.5% }PACE ---MEAN 28 X 35.5% }PACE 27 X 27.4% }PACE 26 X 22.6% }PACE 25 x 17.7% 24 X 11.3% ---15PCT 23 X 9.7% 22 x 6.5% 21 x 3.2% 20 x 1.6% 19X 0.0% 18 x 0.0% 17 x 0.0% 16 X 0.0% 15X 0.0% UPPER LIMIT 10 MPH PACE: 35 MPH LOWER LIMIT 10 MPH PACE: 26 MPH 85th PERCENTILE SPEED: 34.3 MPH PERCENT OVER PACE: 8.1 % MEDIAN SPEED: 29.6 MPH PERCENT IN PACE: 74.2 % 15th PERCENTILE SPEED: 24.6 MPH PERCENT UNDER PACE: 17.7 % Meridian Hills 2013-20 117 :::, 1 U a N F, 12.1„,„.. .. n. o w V v ©N ,N •-•- 1lim 1 11111111111111111111111111111111111111111111 • ■■■■i.....■=M.'■.■■M■■■■..■..■..M■1.. 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BUENDIA TIME: 11:30 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF OLIVE DATE OF SURVEY 6/13/2013 85th PERCENTILE 43.7 MPH 10 MPH PACE 35-44 MPH PERCENT IN PACE 75.5% POSTED SPEED LIMIT 40 MPH*25 MPH ACCIDENT HISTORY NO. OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 9 ANNUAL ACCIDENT RATE 1.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 1.11 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 5,000 LANE CONFIGURATION 1 LANE/2 LANES(Patriot to Los Angles) TRAFFIC CONTROLS SIGNAL-LOS ANGELES/PEACH HILL/PATRIOT CROSSWALKS AT LOS ANGELES/PEACH HILL/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"5"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)I MESA VERDE MID SCH/MILLER PARK I COMMERCIAL (RECOMMENDED SPEED LIMIT I 40 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: . The recommended 40 mph speed limit is within 3.7 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File:Miller 2013-21 119 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK ll CI MILLER PARKWAY LOS ANGELES AVE TO PEACH HILL RD DATE: 6/13/2013 SURVEY BY: C. BUENDIA TIME: 11:30 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 97.9% 48 x 97.9% 47 x 95.1% 46 X 93.7% 45 x 90.2% 44 X 86.7% }PACE 43 x 80.4% }PACE---85PCT 42 x 72.7% }PACE 41 x 65.0% }PACE 40 x 58.0% }PACE 39 x 51.0% }PACE 38 x 41.3% }PACE ---MEAN 37 x 30.8% }PACE 36 x 23.1% }PACE 35 x 16.1% }PACE 34 x 11.2% ---15PCT 33 x 6.3% 32 x 3.5% 31 x 2.8% 30 x 2.8% 29 x 2.8% 28 x 1.4% 27 x 0.0% 26 x 0.0% 25 x 0.0% 24 x 0.0% 23 x 0.0% 22x 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: 44 MPH LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 43.7 MPH PERCENT OVER PACE: 13.3 % MEDIAN SPEED: 38.9 MPH PERCENT IN PACE: 75.5 % 15th PERCENTILE SPEED: 34.8 MPH PERCENT UNDER PACE: 11.2 % Miler 2013-21 120 U m J Q . 0 $ 1- O0>0v)0iAV(�cv--Op68�°00886°°�BB�°�BB800 �� ,7,292 m� �D��(!Iq 1n 1/11n U741 N1n V Q V(') C'1 C7 C7NN NNNNNN NNr.-.-ter h - ilbilindli.11111 �■11■■■1111■=■■■■■■■■��■■■■■■■■■ ■■11■■■■■■■■■■■■■11 9 w ■ ■■■11■■ 1111 ■■■1111 ■■ ■■■■■■ 11■ ■■■■■■■■■ ■■1111 o 2 CO ■N■■■■■■ ■■�■■■11■=■■■I■■■■■■ ■■I■■._■■■■■� = o ■■■■■■■■ 11■11■■■■■ ■■■■■■■■■■ ■■11■■ 1111■■■11■■ ■ w w p ■■■1111■■■ ■■■■■■■■■11■■■■■■■■■11■■11■■■■■■■■1111111111■ 0w a a ° N■■■■■1111■■■■■ ■ 1111■11■■ 1111■■■■ 1111■■■ 1111■ ■■111111■■ dU- D co w ■■■■■■■■■■■■I■U■■■■■■I■■■■■■=■■11■■=■■■Ii■■11■■■■ d 0 ■■■■_■■■_■■■■■=C■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_ 4) ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■11■■■■■1111■■11■ wN■■■■ ■■■ 1111 ■■■11■■■■■■11■■ ■■■■■ ■1111 11111■■ ■1111 ■■�■■�■■■.■■■.i■■ =■■■11■11■■.��i■■■■■u■■■.i■■■■■=■11■ � = ■ ■■ ■11■■■■11■■ 1111 ■■11■■ ■ 1111■■■ ■■■■■■■■11■■ �� ■■■■■■■■ 1111 1111 ■■■_■■■■■ ■■�_ 1111■=11■■11■■11■■■■ Q N LL ■■■■■■■■Ii■■�i■■■■■■11■■■11■=■■■■■■11■■■11■■■■■11■11■■ .�--..................§......N............§.......■■■■■■11■1111■■■■■■■■11■■11■■■■■■11■■11■■■■■■11■■■■■■■ P o i Uo W was ■ ■■■■■■ ■■■■■■■■ ■■■■■■ ■■■■■■■■■�11■■ ■■.m. 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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 1.10 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,900 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 ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.43 VERTICAL CURVE CONSTANT GRADUAL-MODERATE UPHILL GRADE(NB) HORIZONTAL CURVE GRADUAL-MODERATE"5"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NO SHOULDERS ADJACENT LAND USE RESIDENTIAL(nf) IRECOMMENDED SPEED LIMIT I 40 MPH 1 (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 2.0 mph of the 85th percentile speed and meets CVC standards. '25 mph When Children Present,School Zone File:Miller 2013-22 122 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC/ MILLER PARKWAY PEACH HILL RD TO TIERRA REJADA RD DATE: 6/13/2013 SURVEY BY: C. BUENDIA TIME: 10:45 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 98_3% 45 x 96.7% 44 x 93.3% 43 x 91.7% }PACE 42 X 85_0% }PACE---85PCT 41 X 77.5% }PACE 40 x 7t7% }PACE 39 X 63.3% }PACE 38 X 49.2% }PACE ---MEAN 37 x 34.2% }PACE 36 X 22.5% }PACE 35 x 16.7% }PACE 34 x 11.7% }PACE---15PCT 33 x 5.8% 32 X 2.5% 31 X 2.5% 30x 1.7% 29 X 0.8% 28 X 0.0% 27 X 0.0% 26X 0.0% 25X 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: 42.0 MPH PERCENT OVER PACE: 8.3 % MEDIAN SPEED: 38.1 MPH PERCENT IN PACE: 85.8 % 15th PERCENTILE SPEED: 34.7 MPH PERCENT UNDER PACE: 5.8 % Miller 2013-22 123 U I^\(1 g U 0.10 0400 toin WNW)V VV i'�BB.V8VChM8C78Be0CI 0NNNNNNNNNNO1.-,-,-i,) 0 8 z IIIIIIrliPIMIPIIL. 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BUENDIA TIME: 7:45 AM - 9:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF PARK CTR DATE OF SURVEY 6/6/2013 85th PERCENTILE 31.8 MPH 10 MPH PACE 25-34 MPH PERCENT IN PACE 90.5% 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 4,300 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 GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER PAINTED MEDIAN ISLAND/DBL YELLOW 'ADJACENT LAND USE APARTMENTS/COMMERCIAL 'RECOMMENDED SPEED LIMIT I 30 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 30 mph speed limit is within 2.0 mph of the 85th percentile speed and meets CVC standards. • File:Moorpark 2013-23 125 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOORPARK AVENUE LOS ANGELES AVE TO SOUTH END DATE: 6/6/2013 SURVEY BY: C. BUENDIA TIME: 7:45 AM - 9:00 AM CHECKED BY: JERRY STOCK CUMULATIVE 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 98.6% 40 X 98.6% 39 x 97.3% 38 x 95.9% 37 x 95.9% 36 x 93.2% 35 x 93.2% 34 X 91.9% }PACE 33 x 90.5% }PACE 32 x 87.8% }PACE 31 x 74.3% }PACE---85PCT 30 x 64.9% }PACE 29 X 44.6% }PACE ---MEAN 28 x 27.0% }PACE 27 X 13.5% }PACE---15PCT 26 X 6.8% }PACE 25 x 5.4% }PACE 24 x 1.4% 23 x 1.4% 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: 31.8 MPH PERCENT OVER PACE: 8.1 % MEDIAN SPEED: 29.3 MPH PERCENT IN PACE: 90.5 % 15th PERCENTILE SPEED: 27.1 MPH PERCENT UNDER PACE: 1.4 % • Moorpark 2013-23 126 C) z J IT m 88 8 88880 0 888 O,0)c01�mh V f9N O mt��D Cc7 O0�ao �D ON •• Nrp NclO U 0. tp to tp lQ In hlnhlnNh�V V S V V V C7 t7 C7 C)N NN NNN01 m f��0 r1 o G q< 1111,11111119111111 1° 11111111111111111111 IIIHIIIIIIIIIIIIIIIIIIIIIIIGHHIIIIIIIIOII g MEMMEM■. ■■N■■N■E■■■■.MINIM ■■■IN■m■■ 1111. ■m■N w ■I■■I■■■i. ■11..11■■■. ■ENI■i ■■■M OMEMME.. ■■NI o .. w ■I■■■■I■■■Si■■.■■■■■■im■■EE■i■i■■Eu■■■■■■I■■■ 1111■ I■I■■I ■■•NI■I■1111■■I■■■■11 I■■ ■N■■■I■■O■ ww ID tE i 11■■iI■MN■N=■■i■■■I■■■■■N■M■■■■I■■N■■■■■■I■■I■ (w ■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■NON■■■■ ■■ ■ Bran o co w `� ■■■■I■■MMOMME■■■ ■■■aM■MME■■■Ii■■■■■■■■Iu■■i■ a) iiii:iEMMOMM:iii iii:iii IMMOOMiiiiiiiiiiiiiii CU MOMMEM■■■■■■■■N■■ ■■■I■■■■■■■r■■■E■■■■N■II■■■■ JC: ' I ■ M ■ = 1J ■E■■i■■■IEMM■u■■■■■■I■ii■■ M■■■■U ■UMMEN■M■■ v n . 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BUENDIA TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF TIERRA REJADA DATE OF SURVEY 6/14/2013 85th PERCENTILE 34.4 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 86.8% 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 750 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 NO PARKING ANYTIME 10pm-6am(Eastside) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.22 VERTICAL CURVE NONE 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 I (RECOMMENDED SPEED LIMIT I 30 MPH I (SPEED LIMIT CHANGE I NO CHANGE I JUSTIFICATION: The recommended 30 mph speed limit is within 4.4 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Presera,School Zone File: Mountain Meadow 2013-24 128 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCJ MOUNTAIN�MO MEADOW DRIVE WALNUT BY E REEK i MTIN TO TIERRA f DATE: l 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 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 98.3% 37 x 97.5% 36 x 95.0% }PACE 35 x 88.4% }PACE 34 x 82.6% }PACE---85PCT 33 x 75.2% }PACE 32 x 69.4% }PACE 31 x 59.5% }PACE 30 x 44.6% }PACE ---MEAN 29 x 28.9% }PACE 28 x 19.8% }PACE 27 x 14.0% }PACE---15PCT 26 x 8.3% 25 x 4.1% 24x 1.7% 23 x 0.8% 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% 15 x 0.0% UPPER LIMIT 10 MPH PACE: 36 MPH LOWER LIMIT 10 MPH PACE: 27 MPH 85th PERCENTILE SPEED: 34.4 MPH PERCENT OVER PACE: 5.0 % MEDIAN SPEED: 30.4 MPH PERCENT IN PACE: 86.8 % 15th PERCENTILE SPEED: 272 MPH PERCENT UNDER PACE: 8.3 % • ordain Meadow 2013-24 129 P ` U z d N 7 8 BBB88 0B B oamn�o�nvc�N�o mn�o vr,N�ornm m orn • o�n r�N 4 0 a_ m �AN00•IoNu5ln 0N0 vvv-,700) 7 0 g NN NNNN6�cwN01.0l Z 5, - •C � e, 1111111111111111 1111111111111111111111111111111111111111111 g■■■■■.■■■■■■■■■■■. 1111■■. 1111 ■■■.■1111■.■ ■■■■■11■ W "■.■■.■■■■■■.■■■.■■_■!.■■U■■_■■■■■■■■■■_■■ ■■■■ W 1111.■_■■_■_■■■.■.■_■■u■■.■_■■■_■■■u■■■■■■ ■■�■ i .■1111 1111■ ■ ■11■■■■■ ■■ ■■■■■ ■■■ 1111 ■■■■■■ 11■ ■ ww W Q o 1111■■ ■■■■■■■■■■11■■11■■ ■■■■■■■■■.■■■■■■.■■ ■■ ■ (w .■.■■.■■■■■■■U■■■■■■ ■■.■■■11■■ ■■ ■■ ■■■■■■■ a_to 0 o � w ..■.■.■■■■■...■■■■.■■U■■...■.■■_■■IIIIU.■.■■■■ ••••••.iii..aum.°■...I..iii�ii••••••U.UUI•U.0 tv •.■■■■■■■■■■■.■■■■•i•••••••••••••••••••••••••••• IWN■.■■■■■■ ■■■■.■■■■1111■■■■■•■■1111■■•■•■■ ■.■■■. ■ ..■■ ■■■_■■.■■.■■■■■■ ■■■_.■.■■■_■_ ■u..■■■■I■ CD 1_ •••••••••••••••••••••••••••••••••••••1••••••E• Q 1. w ■11.■■■■■■■..••.■■■■■■ ■■ ■■■ 1111.■■ ■■ .■■■■■ ■ > ..■■.■■■■■■■■■■.■■■■■a.■u.. ■■■■■l.■■■■■■■■■■ -V q A 0-••••••••••0••••••••••••••••••••••••••••••••••• -Zit w ..■. ■■■■■•■■■■■■■1111 11 . 11 ■ ■■■■■■■■■•■ � ED,•■ u. ■■._..■■■■.■■■■ ■■■■......■...■■■ H. ■ o,-w (1) W am ■ ■ ■ I ■.11 ■ ■ ■11■ .. 11 ■.■ ■■ ■ w D sd ■ .■ ■■ .■ . . .■■ ■■ . ■■■ ■ .■■■■ ■■■■ ;; zo..... . . ........ .e... ...... ..... . ..c >- . . . . .. ... --) I ■ ■■■■■■. ■ ■ .■ ■ ■ ■■ ■\ ■ .■ ■ 11 p ■.■■■■■■■■■ ■■■■.uu■■•■■.■■\1111■■..■11■■■■ ■ Q ..■.■.■.■■■ ■■ ■■■■■ ■■ ■■.■■\■■.■■■■■■■■■ W E ■■■■ 1111■. 11_ ■ ■ ■ ■\■■ ►11■1111■■.■■■■■■ ■ 0 ..■■ ■■■. ■ •■ ■■■_■N\ \OWO■ ■ ■■ ■■ Z ¢ 1111111111•1111111111111111•11111111111 •■■ ■■■11 ■►►\ ``►.■.■■ . ■ ■■■ w o w o ■■ ■■■ !■ ■■ \ ■►gage\\►\\\.■■ .11.■ LO ,. s.- o w v ■■■■■■■■■■■■■■ ■■■■■■►\\\►\1\►\►\►►\po.■■■■■■■■ .w D i � im008000BB8°000�00000� 00M08BB6°N8800088°�00�°0 Q0) CD 73 ir 11111111111111111111111111111111111111111111 I e 8 o■■■■.■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■.C■■■■ -■■■■■■■■■■■■■■■■■■■■■ ■■■..■■■■■■■■■■■■. ■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ C ■u.■■■■■.■■.■■■■.■■11■■■■■11■.■.■■1111■■■■■■■■.■1111 ww ■ ■■■■■■■■■1111■■■1111■■■■■1111■■■■■■■■■■■■■■■■■■■■■ 4w �/ N■.■■■■■■11■■■■■■■■■■■■■■■■■■■.■■■■■■.■■■■■■■■■■ dgi ....■.■■■■.■■..■■■■111111■■■....■■11■■...■11■■.■■■■ 1.. ill ■■■■■■■■■■■■■■■■■.■■■�■■■■■■■■■■■■■■■■■■■■■■■■ G ,. ■■■..■■■■■!■■■1111■■■■■ ■■■■.■■■■■■■■■■■■■■■■■.. ■■..■■■■■■■■■■■■■■.■■■■■■.■■■■■■■■■..■11■■■■■■■ 1 -2 — 11■ ■ ■. ■ ■■ ■■ ■11■■. ■■■■■■ ■ ■ . ■■■ 1° ■ ■■■■ ■. ■ 11 ■ ■ ■ ■ ■■■■ ■ . .■ . w 111111 ■ ■■■ ■ ■■ ■ ■■ ■ . ■■ ■■ ■ ■■■ d n � > ■■■ ■ ■■ ■ ■ ■. ■ ■ ■ ■ ■■ 11 ■ ■ ■■ -� l 0V2■11■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■.■.■■■■■■■■■■■ as 5 Z 14:w ■.■■■ ■. ■■■■■■■■■■■■■■ u■ ■■ ■ . ■ ■ ■ ■■ Ew z 11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■!.►■■■■•■■■■■■ ■■■ cr z ■ ■ ■ ■ . ■ ■■ ■ ■■ ! 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F a w wP-- ■1111 ■ ■■ ■ 1111 ■■ came D\Q\►\\■D■ ■.■■ lima 5' Hm03100868008100088� 08M08BB09 B8N00886N al QE- g - 130 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL ST DATE: 6/14/2013 SURVEY BY: C. BUENDIA TIME: 10:45 AM - 11:30 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF ALDERGROVE DATE OF SURVEY 6/14/2013 85th PERCENTILE 37.5 MPH 10 MPH PACE 29-38 MPH PERCENT IN PACE 80.0% 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 1,500 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 GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE (ADJACENT LAND USE RESIDENTIAL(non-fronting)/TIERRA REJADA PARK 'RECOMMENDED SPEED LIMIT I 30 MPH (SPEED LIMIT CHANGE I 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 37.5 mph but 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 2013-25 131 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN MEADOW DRIVE TIERRA REJADA RD TO MOUNTAIN TRAIL DATE: 6/14/2013 SURVEY BY: C. BUENDIA TIME: 10:45 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 99.1% 40 x 97.4% 39 x 93.0% 38 x 87.8% }PACE 37 X 81.7% }PACE---85PCT 36 x 77.4% }PACE 35 x 71.3% }PACE 34 x 64.3% }PACE 33 x 55.7% }PACE 32 x 45.2% }PACE ---MEAN 31 x 34.8% }PACE 30 x 27.0% }PACE 29 x 16.5% }PACE 28 x 7.8% ---15PCT 27 x 3.5% 26 x 0.0% 25 x 0.0% 24 x 0.0% 23 x 0.0% 22X 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: 37.5 MPH PERCENT OVER PACE: 122 % MEDIAN SPEED: 32.5 MPH PERCENT IN PACE: 80.0 % 15th PERCENTILE SPEED: 28.8 MPH PERCENT UNDER PACE: 7.8 % untain Meadow 2013-25 132 / = J Ln OO�mt\tptoVC7N�O�7 m1,cOt�VC7N•--O0>aot,tDinVc�N OQ�mt.�O�Vc7N--OO�ao(,cOV) U cOtn to to to to to In to to to V V V V 7 V V Tr c7 t7 C7(7 t7 C7 C7 C7 f70 N N NNNNNN NN o Q U I- 0 C� vi-...7-a�1 ti u l 9 t�IA t� , _....,A v--.9 N 1.() ,. 7.,_:__,cl_..5.-/ci7-_,:i)-z- _ Q H 9 w o j _ . . _ m wW ' Q I- Z N d W 0 0 co w ._ _ —c rJN — - - VJ ~ U �W 4 C > , . . . . �W FW 0 co m zO _ . I • >, Z4 \ Z o o \\1- w , \\,\\\.\_\\ a w DW Q m W 00 m 1,40 to R(7 N�OO P,VD to N.-O CA c01, Oto V coN--OOt m I,VD U)el'co N.-O ca co r, 0tO WW CI) 3 cr 0 b c0 tO lq toNhln to to to V'V V V V� 'C�V c)c)co c)c) c7 c7 c7NN NNNNNNNN _ - _ Q(A 73 _ J _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t- O _e ";J -r" -51"--t(17--9-q l) 0 ( ) 0 a .1/44, O W6 Co�,J J 'O d tail N L. u ICAO _ l JN CC f, oC y> `' 0'-' - 4 U Q 1W CW 4- '411 703 _l� l• ZO w Q 0 � o o \\\\ \� W Q z 40 J Z ILI w Q U \�\11►\�\1\\\r • D Q F„ O WI a O0mf.4)u)Tr 0)N—0 OA m f.,00 to cr c)N.-O to a01.CO to et c7N•-O Wm1.4)in Tr 0)N�O ww Q CO 0 0 ma- tO to to to N to N to to V V Tr V V Tr V V'T 7 C7 C7 C7 C7 c7 c)N O 0 O N N N N N N N N N N�m'-- - >0• _ U 133 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIMOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD DATE: 6/122013 SURVEY BY: C.BUENDIA TIME: 2:00 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SUMMER GLEN DATE OF SURVEY 6/12/2013 85th PERCENTILE 36.3 MPH 10 MPH PACE 28-37 MPH PERCENT IN PACE 80.3% 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 1,400 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-WALNUT CREEK/MTN MEADOW CROSSWALKS AT TIERRA REJADA(sch)/WALNUT CREEK/MTN 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 GRADUAL UPHILL GRADE(NB) HORIZONTAL CURVE CONSTANT GRADUAL-,MODERATE"S"CURVES LATERAL VISIBILITY LIMITED SIGHT DISTANCE(areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES 1 YES STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE (ADJACENT LAND USE I RESIDENTIAL(non-fronting)MOORPARK H.S./PERFORMING ARTS CENTER (RECOMMENDED SPEED LIMIT I 30 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: This section of Mountain Trail is a four lane roadway. The adjacent land uses include single and multi-family dwellings(non- fronting), Moorpark High School and Performing Arts Center at Tierra Rejada Road. The roadway has a gradual uphill grade northbound and constant gradual to sweeping"C"curve. The speed data results show an 85th percentile of 36.3 mph and a 10 mph pace range of 27 to 36 mph. In consideration of the nature of the area,and the areas of limited sight distance at horizontal curve in the eastbound direction n/o Willow Springs,it is recommended that the existing 30 mph posting be maintained. •25 mph When Children Present,School Zone File: Mtn Trail 2013-26 134 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN TRAIL STREET WALNUT CREEK RD TO TIERRA REJADA RD DATE: 6/12/2013 SURVEY BY: C. BUENDIA TIME: 2:00 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 100.0% 45 x 100.0% 44 x 100.0% 43 x 992% 42 x 99.2% 41 x 96.7% 40 x 94.3% 39 X 91.0% 38 x 89.3% 37 x 87.7% }PACE 36 x 83.6% }PACE ---85PCT 35 x 77.0% }PACE 34 x 73.0% }PACE 33 x 66.4% }PACE 32 X 59.0% }PACE 31 x 47.5% }PACE ---MEAN 30 x 36.1% }PACE 29 x 21.3% }PACE 28 x 13.1% }PACE ---15PCT 27 x 7.4% 26 x 4.1% 25 x 2.5% 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: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 36.3 MPH PERCENT OVER PACE: 12.3 % MEDIAN SPEED: 31.2 MPH PERCENT IN PACE: 80.3 % 15th PERCENTILE SPEED: 28.2 MPH PERCENT UNDER PACE: 7.4 % Mtn Trail 2013-26 135 J Tx n cc U = 0003N ONV ON-O m r.0117 V Q OQ N,-00)00 N ONQt7N,-O MmN ONTtON.-O 0mr, Q 5 0.010NtgNNNNNN V V V V Q'tgc10 00000(700 NNNNNNNNNN — 8 s aF _oOPRo ��� lomm gory_ -7-j" i!" 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BUENDIA TIME: 1:00 PM - 2:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF MTN MEADOW DATE OF SURVEY 6/12/2013 85th PERCENTILE 35.0 MPH 10 MPH PACE 28-37 MPH PERCENT IN PACE 88.7% 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) ACCJMILLION VEH.MILES _ 0.00 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 5,650 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(single&multi family/TIERRA REJADA PARK/COMMERCIAL @TIERRA ' 'RECOMMENDED SPEED LIMIT I 30 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: This section of Mountain Trail Street has one and two lanes per direction. Currently, the posted speed limit is 30 mph. The adjacent land use is residential,Tierra Rejada Park and some commercial at Tierra Rejada Drive. With the speed study results showing an 85th percentile speed of 35.0 and a 10 mph pace range of 28 to 37 mph. With that, it is recommended that the existing 30 mph be maintained. 25 mph When Children Present,School Zone File: Mtn Trail 2013-27 137 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI MOUNTAIN TRAIL STREET TIERRA REJADA RD TO MOUNTAIN MEADOW DR (S) DATE: 6/12/2013 SURVEY BY: C. BUENDIA TIME: 1:00 PM - 2:00 PM CHECKED BY: JERRY STOCK CUMMUTATIVE 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 loam 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 901% 37 x 97.2% }PACE 36 x 92.5% }PACE 35 x 84.9% }PACE ---85PCT 34 x 73.6% }PACE 33 x 65.1% }PACE 32 x 57.5% }PACE 31 x 472% }PACE----MEAN 30 x 37.7% }PACE 29 x 28.3% }PACE 28 x 19.8% }PACE 27 x 8.5% ---15PCT 26 x 4.7% 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 i 0.0% UPPER LIMIT 10 MPH PACE: 37 MPH LOWER LIMIT 10 MPH PACE: 28 MPH 85th PERCENTILE SPEED: 35.0 MPH PERCENT OVER PACE: 2.8 % MEDIAN SPEED: 31.3 MPH PERCENT IN PACE: 88.7 % 15th PERCENTILE SPEED: 27.6 MPH PERCENT UNDER PACE: 8.5 % Mtn Trail 2013-27 138 P \ U 2 J s-. y O � N—OU �00.1- NC1O U 1pn opg � � 0 7N 0o � DV � �OhNN N�m pn 0 000000m tryV Q n V V V V r)Mr)rO c, CNN , o 4 a v l'i- � © . . - -I1IIII11IHIIIIIOIIIIIIIIIIHHIIIIHIHHII° sEEEME■■E■EMEE.■E.=■■.E..■■■■E■■1EE■..■■M.I■■■■ w ■ ■■E■■M■■■.■■ ■■ ■NI■M11.■E■■■■E ■E■■■.■■ ■■E■ 2 F .I■.■■■■■■■.■. ••I■■■.Mums■■■. ■■M■.11■■iI■■11 U - w ¢ 1■■■ ■MMM■ ■.EE■ ME■M..■■.■■■■ ■■ ■■■.. 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BUENDIA TIME: 11:15 AM - 12:30 PM CHECKED BY: JERRY STOCK CUMULATIVE 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 1000% 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 97.8% 36 x 97.8% 35 x 94.4% 34 X 94.4% }PACE 33 x 90.0% }PACE 32 X 84.4% }PACE---85PCT 31 X 76.7% }PACE 30 x 65.6% }PACE 29 X 52.2% }PACE 28 X 37.8% }PACE----MEAN 27 x 27.8% }PACE 26 x 18.9% }PACE 25 X 11.1% }PACE ---15PCT 24 x 5.6% 23X 1.1% 22 x 0.0% 21 x 0.0% 20X 0.0% 19 X 0.0% 18 x 0.0% 17 x 0.0% 16X Q0% 15 X I I 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: 10.0 % MEDIAN SPEED: 28.8 MPH PERCENT IN PACE: 88.9 % 15th PERCENTILE SPEED: 25.5 MPH PERCENT UNDER PACE: 5.6 % Mtn Trail 2013-28 141 U Z J a _ N �¢ 00coN0t0 V0N—O0.I� 0 Qc7N-00)mN)D C')Q(7N-0mao IlC cJ a'c7N-0 U 01,.00,0....wNU)`m Q Q Q V QQ ,,,,,o(700,-, 0 N NNNNNN NNN___ �Q_ O . a j z 8 a •e^ 6- ri D\c‘c a c v4't'v- C\v--Lc;s I Z ` 74 jl 111111111111111111111111111111111111111111111 t O■N.■■.. ■■■N■■N■■■■.. ■.■■INN■■■■..■■... ■■■■. 0 611 2 ■■..■.M■i■■..■ ■■_ ■N.■■�■INIEM �.■■.■.■.IN_■■■_■ W /E P ■.■.■■■■.■..■_■■■u■■.■■.■■■.■..■■■■..■■■■■■.■ Qa N■.■■■■..■■■.■■■■.■■■■■■M.■■■■■ ■■ ■■■■■■■.■ ■■ �(0 a' o ' 6 II■■.■■■■■■■■■N■.=■■■..MM...■■�..=IIII■■■■mi 0 i ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCy T PEACH HILL ROAD MILLER PKWY TO SPRING ST (�1 DATE: 6/13/2013 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SPRING DATE OF SURVEY 6/13/2013 85th PERCENTILE 39.9 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 70.8% 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 2,500 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 GOOD SIDEWALKS/DRIVEWAYS YES/FEW STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE DESIGNATED BIKE LANES (ADJACENT LAND USE RESIDENTIAL/PINECREST SCH/MESA VERDE MID-SCH/HOLY CROSS CHURCH I (RECOMMENDED SPEED LIMIT I 35 MPH j (SPEED LIMIT CHANGE I NO CHANGE I JUSTIFICATION: The recommended 35 mph is 4.9 mph below the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Peach Hits 2013-29 143 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK PICT PEACH HILL ROAD MILLER PKWY TO SPRING ST DATE: 6/13/2013 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:30 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 95.4% 41 x 90.8% }PACE 40 x 85.4% }PACE 39 x 80.0% }PACE---85PCT 38 x 74.6% }PACE 37 x 65.4% }PACE 36 x 56.2% }PACE 35 x 51.5% }PACE 34 x 43.1% }PACE ---MEAN 33 x 35.4% }PACE 32 x 27.7% }PACE 31 x 20.0% 30 x 16.9% 29 x 11.5% ---15PCT 28 x 8.5% 27 x 5.4% 26 x 3.1% 25 x 0.8% 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 0.00 UPPER LIMIT 10 MPH PACE: 41 MPH LOWER LIMIT 10 MPH PACE: 32 MPH 85th PERCENTILE SPEED: 39.9 MPH PERCENT OVER PACE: 9.2 % MEDIAN SPEED: 34.8 MPH PERCENT IN PACE: 70.8 % 15th PERCENTILE SPEED: 29.6 MPH PERCENT UNDER PACE: 20.0 % Peach Hill 2013-29 144 P U N w _ 88 86801 88 88® U o,rnmn�aac�i��op�mno c �ornmnro orn •• o o�,mno„� c0�lA In In In 4'/In In Ntn V V V V V V c�c)c�t"? CSN N�, ��� a z 8 > 11� � ililillino M 11 r4 �, 11 "J .24\- � 111111111C1110111111111111 1 .■■■■■■■■■■■■■■E.l■■■M■■MOM■■■OM■M■■■■O.■■■10■ ` w ■■■■ ■■ ■■ ■■M■■ ■■■E■O ■11■ ■10■■■■■■■■■■ ■O■■ 2 i i=iii=i 1i ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK PEACH HILL ROAD SPRING ST TO MESA VERDE DR DATE: 4/11/2006 SURVEY BY: C. BUENDIA TIME: 9:45 AM - 10:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF ROLLING KNOTT DATE OF SURVEY 4/11/2006 85th PERCENTILE 42.9 MPH 10 MPH PACE 35-44 MPH PERCENT IN PACE 79.3% POSTED SPEED LIMIT 35 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 36 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 1 ANNUAL ACCIDENT RATE 0.33 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.54 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,950 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/YES(EB) / YES/MANY(WB) STREET LIGHTING YES OTHER SINGLE DASHED CENTERLINE _ WIDE ROADWAY / NO SHOULDERS(EB) (ADJACENT LAND USE RESIDENTIAL (RECOMMENDED SPEED LIMIT I 40 MPH (SPEED LIMIT CHANGE I INCREASE JUSTIFICATION: This section of Peach Hill Road is a wide two lane roadway. Currently, it has a posted speed limit of 35 mph speed. The adjacent land use is solely residential and on the south-side there are no driveways, 'No Stopping Anytime" and a narrow painted bike lane with no shoulders. The speed data shows an 85th percentile speed of 42.9 mph and a 10 mph pace range of 35 to 44 mph. Therefore,it is recommended that the existing 35 mph be increased to 40 mph. •25 mph When Children Present,School Zone File: Peach Hill-30 146 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PEACH HILL ROAD SPRING ST TO MESA VERDE DR DATE: 4/11/2006 SURVEY BY: C. BUENDIA TIME: 9:45 AM - 10:45 AM CHECKED BY: JERRY STOCK CUMMULAT1VE 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 992% 47 x 97_5% 46 x 94.2% 45 X 92.6% 44 X 90.1% }PACE 43 X 86.0% }PACE 42 X 79.3% }PACE---85PCT 41, X 71.1% }PACE 40 X 62.8% }PACE 39 X 53.7% }PACE 38 X 45.5% }PACE ---MEAN 37 X 37.2% }PACE 36 X 26.4% }PACE 35 x 18.2% }PACE 34 x 10.7% -15PCT 33 X 6.6% 32 x 6.6% 31 x 4.1% 30 x 3.3% 29 x 0.8% 28 x 0.0% 27 x 0.0% 26X 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: 44 MPH LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 42.9 MPH PERCENT OVER PACE: 14.0 % MEDIAN SPEED: 38.6 MPH PERCENT IN PACE: 79.3 % 15th PERCENTILE SPEED: 34.6 MPH PERCENT UNDER PACE: 10.7 % Peach Hill-30 147 0 Z U\ m U E tp00 000010WWW)3Be�00B88Q88� 80B08i7 NNNNNNNNNN• • �. 0 8 Q Al III_III ,�i�1 P 3 2 111111111111111111111 a 1.- 0 111111111111111111111111111111111111111111111 ■11■■.■■■■E1■■■■11.11.■. ■■■■■■1■■.■.O■M1■■■■■ ME .� W ■■■M■■■ ■■ MEMO■■■■■■ ■■■■■■ ■■■■■■■■ ■■ ■■■ ■ W MEMO■■■ ■■ ■■ ■E■ME■ ■E■ ■ ■ ■■■■ ■E■■■ ■EM ■~ E■M11 ■MI ■■■ ■■ ■ ■ ■ ■■ ■■■ MIN wW iu H p MIIMIE ■■■■■■■MINIM ■MOM■■M■■■■■■■■■■■■■■■■■E■ U w �n ■■■■■■■■■■O■■1111■11■■■ 1111■■■■ 111.E■■■■■ ■■11.11.0■ a.rrnn 0 co w NCE■MEM■■■■E■■■■■MOM■■I■MM■EMI■■M■■■■■1■■■■■■■■ ^a)^\ ••••1•••••••••=••=•••••••••••••1•••••••••••••• W •••••••••••••••••••••••••••••••••••••••••••••• ..c wN■■■■M■■■M■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ rn =J ■■M ■■■M■■■■■ ■■■■■■M■■■■ME■■■■■■■■■ ■E■■■MME V J OMMEME■OM■■■■■M OMMEM■■11■■■■■■M■■■■■■■OMMOMM■.■ • ■■ ■■■■■O■MEMOMMOMEMMOROMMOMM■■E■■M■EM■ ■ ��> ■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■M■11■M■E■■■■E■■■■■ Q ip�■■■■O■11■■■ ■■■■■■■■■■■■■■■ME■■■■■■■■M■■■■■■■■■ a .. 0 1VI m ■M■■E■■M■■�OM■■■E�E■u■■■■MM■■■■■■■ ■M umni■■■ Et° w ■■■■■■■•■ ■■■■■■•■■ ■■■■■■■■■■■■•■■•■■■■■■ ■ w W tm immu■■�■■■■■■■■■•■■•■■•■■■■■■■■■•■■■■■■■■E�■ oco D m ■■■■■■■■E■■■E■■■■■ ■■■■■ ■■E■E■■■■ ■E■■■■■■■ • ❑3 z.c2MOM ■■ E■ ■■■■■■■M ■■ ■M■ ■■■■■ ■■ ■■ ■■■ ■z >- ■■ ■11■ ■ ■ ■■ ■ ■ ■■ ■ E■■ ■ 11 ■■ =■ E �■'' I ■■11E■■ ■ ■ ■ ■■■■■■■�■ ■■■■ ■=�■■■■■m ■■■ ■ ■ of- ■M■ ■ ■■ ■ =■ ■■M ■ ■■m■■■ MM■=■ Eomin�■Q ■■■■ ■■■■ ■ ■ ■■■■■■ ■\ \ ■O■■ 11■ ■ ■■■ ■■ • E0 01111■1111■■■■11■ ■■■■■ 11►►►1\\\■■■■■■■■ ■■E■■■■11■E■ 0 ■O■■E■E■■■ ■■ ■MMORO OCOMEM■■■■1 ■■IM■■■EM ■ \►►\\\EMM■■■■ 11111•11•1111•11•11■ ■■■■■E ■ w U >et ■■OEM■■■■■ ■EOVOR \\\\\\`CO ■■'M■ n .. = 0 w ■■■■ ■■■■■■■sime►\\►\O\\`E \■■ ■■■■■■O11■■■E■■ le, 701, J IIOIHHIHH!11111111111111111000111111 o ■■ ■■■■■■■■ ■■■■■■■■■ ■■■11■■■■M■■■MM■ ■■■■■■■ "'■■■■■■■■■■■ ■■■■■■E■■ ■■■■■■■■■■■■■■■� ■■■■■■■ a ■■■■■■■■■■ ■■■■■ ■■■u■■■■M■■■■■■■■■■■o■■■■■■■ - U) ,: E■■■■■■■■■■■■■■■■�■■■■■111111■■ ■■■■■■■■■■■■■■■■■ ww V) ■■■■■■■■■■■■■■■■■■■■■■■■■■■■.II...■■■■■■■■■■■■ ¶ N■11■EE■E■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a.co ■■■■■■■■■■■■■■■■■■■■■E■■■■11■■ME■■M■■■■■■■■■■M■ ■■EE■■M■ ■E■ ■■■■■M MEMEM■■■■■■11■■■M■■■■M■■11■■■ ■ 015 ■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -gam ( 18■1111■■■■■E■M ■■■■11■■■■■■■■11■■■■■■■■■■■■11■■E11■11■ �J 2-i ■■■■ ■■■■■■u■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■ alli ~ ~_ E■■■M■■■■■■O■■■■■■E■■ ■■■■■■11■■■■■■■E■■■■E■M■■ . 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BUENDIA TIME: 2:15 PM - 2:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF KNOTTY PINE DATE OF SURVEY 6/13/2013 85th PERCENTILE 39.2 MPH 10 MPH PACE 31 -40 MPH PERCENT IN PACE 80.3% 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 3,250 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-MESA VERDE/WILLIAMS RANCH CROSSWALKS AT TIERRA REJADA/WILLIAMS RANCH(sch) PEDESTRIAN/BICYCLES YES/YES TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME AT BUS PULL OUTS OTHER DESIGNATED BIKE LANES 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 SINGLE DASHED CENTERLINE BUS CUT OUTS SB NEAR TIERRA REJADA (ADJACENT LAND USE RESIDENTIAL/ PEACH HILL ELEMENTARY SCHOOL&PARK !RECOMMENDED SPEED LIMIT I 35 MPH !SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 35 mph speed limit is within 4.2 mph of the 85th percentile speed and meets CVC standards.c 25 mph When Children Present.School Zone File: Peach Hin 2013-31 149 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC'I PEACH HILL ROAD MESA VERDE DR TO TIERRA REJADA RD DATE: 6/132013 SURVEY BY: C.BUENDIA TIME: 2:15 PM - 2:45 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 99.2% 46 x 98.5% 45 x 98.5% 44 x 98.5% 43 x 97.0% 42 x 94.7% 41 x 93.9% 40 x 89.4% }PACE 39 x 84.1% }PACE---85PCT 38 x 79.5% }PACE 37 x 68.9% }PACE 36 x 57.6% }PACE 35 x 48.5% }PACE ---MEAN 34 x 40.9% }PACE 33 x 32.6% }PACE 32 x 25.8% }PACE 31 x 15.2% }PACE 30 x 9.1% ---15PCT 29 x 6.1% 28 x 3.0% 27 x 2.3% 26 x 2.3% 25 x 1.5% 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: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 392 MPH PERCENT OVER PACE: 10.6 % MEDIAN SPEED: 35.2 MPH PERCENT IN PACE: 80.3 % 15th PERCENTILE SPEED: 31.0 MPH PERCENT UNDER PACE: 9.1 % Peach Hill 2013-31 150 P Um Q ,r--,4 0 �78 0 tl ° 80iv1---- nnn nn r-r-'-•- O z 11,11011REi�1�11 ,111 1111111 1111 11111 111 m (� IIIiiiOiiiOiIiIiiIIiI;GiIiI::IIlINIO 0 g....■.■.■■ ■■■ ■ ..iii■■.■ ■■■.■.■.■■.■ ..■■ . w ■■■.■.....5 .. . ..■■■■..■ C■.... i■ ..■ .■.. m w ...■■■il■..u.■ ■iu.i■■.■u.■ ■■■■■■u■■S.■N ■i ■ .■ ■■■ ....■■ ■■ ■..■■i .■ ...■.■ ■.■■. ■. ■ ww W i P .■■■.■■..■■■■.._.■.■■■■■■■.■.■..■■■■.■■....■. ■ u■■■.■■■■■■■■■■ ■■.■■i■.■.i■■.■.■■■■■■■■■■ ■.■■ ,l 0 o cn w ■.■.■■■■i...i.a■■.iii■■i.■..i.■..i.■■i■.■�i..■ ::::::::::::::O::Z::::::_::_:::=::IC:::::=::11 Cll ■.■ii■i■.i■ii■ ■■.■.■.■...■■■■■i■....■■■..■.■. „ WN■..■ ■■ ■.■■.■ ■■■...■■.■.■mu■..i■ ■■■■.■ ■uu■ OAJ .... .. ■.■... i■i.■■■.■i■■ iii■. i.iiii . ■U ... ■.i . ■ . .■ ■ . .■. ...■ .■ ■ .. ■ 10 mum . _ . . i .■ ■iii .■.. . 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BUENDIA TIME: 1:00 PM - 1:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SIERRA DATE OF SURVEY 5/23/2013 85th PERCENTILE 41A MPH 10 MPH PACE 34-43 MPH PERCENT IN PACE 85.0% POSTED SPEED LIMIT 40 MPH/*25 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 1 TOTAL ACCIDENTS 7 ANNUAL ACCIDENT RATE 0.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACCJMILUON VEH.MILES 0.53 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 5,750 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 ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/YES STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE(RPM) NO PARKING 7:30am-3:30pm(Except Weekends)AT SCHOOL ADJACENT LAND USE RESIDENTIAL/CHAPARRAL MID SCH/POINDEXTER PARK/RxR RECOMMENDED SPEED LIMIT I 40 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1.4 mph of the 85th percentile speed and meets CVC standards. •25 mph When Chicken Present,Sawa Zone File: Poindexter 2013-32 152 RADAR SPEED DISTRIBUTION SHEET T CITY OF MOORPARK HCl POINDEXTER AVENUE MOORPARK AVE TO SIERRA AVE DATE: 5/23/2013 SURVEY BY: C. BUENDIA TIME: 1:00 PM - 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 99.4% 47 x 99.4% 46 x 98.3% 45 x 98.3% 44 x 95.6% 43 x 93.9% }PACE 42 x 89.4% }PACE 41 x 82.2% }PACE ---85PCT 40 x 75.0% }PACE 39 x 62.8% }PACE 38 x 51.1% }PACE 37 x 37.2% }PACE ---MEAN 36 x 29.4% }PACE 35 x 23.3% }PACE 34 x 13.3% }PACE ---15PCT 33 x 8.9% 32 x 5.6% 31 x 2.2% 30x 1.1% 29 x 1.1% 28 x 0.6% 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 00% 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: 6.1 % MEDIAN SPEED: 37.9 MPH PERCENT IN PACE: 85.0 % 15th PERCENTILE SPEED: 342 MPH PERCENT UNDER PACE: 8.9 % Poindeder 2013-32 153 P Z M = 000010 0 B Q[7 N 0 q V 06888,r CI 6888 0 �8 N N N Q N CV"CNI �� U O M N n N;;7 h Q • Q Q Q 0 0 0 M N N N N N N e-0 0 m N *0 z C] 11 IIIi1 '11I II 11 NI _ ¢ 11111111111111MIIIIIIIIIiiiiIIIIIIIINIIIII 1111111011111111111119111111111111111 • Ni — O■..M..■ ■ .■■.■■M■■■I■■.■M■M■NN■■M■■N■..■■■.■ W ■M■M■.I=C■1.■.■■■.■■..■. M■N■.MMNN.■■.■MM■■■NNID _aiiuu::::::: ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPOINDEXTER AVENUE SIERRA AVE TO GABBERT AVE (�,l DATE: 6/6/2013 SURVEY BY: C.BUENDIA TIME: 10:00 AM - 11:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF TECH CENTER DATE OF SURVEY 6/6/2013 - 85th PERCENTILE 44.1 MPH 10 MPH PACE 35-44 MPH PERCENT IN PACE 76.4 % 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 4,550 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 GOOD 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 ! !RECOMMENDED SPEED LIMIT I 40 MPH ! (SPEED LIMIT CHANGE I NO CHANGE ( JUSTIFICATION: The recommended 40 mph is within 4.1 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present,School Zone File: Poindexter 2013-33 155 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI POINDEXTER AVENUE SIERRA AVE TO GABBERT AVE DATE: 6/6/2013 SURVEY BY: C. BUENDIA TIME: 10:00 AM - 11:00 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 98.4% 47 x 96.1% 46 x 92.9% 45 X 91.3% 44 x 84.3% }PACE ---85PCT 43 x 78.7% }PACE 42 X 72.4% }PACE 41 X 70.1% }PACE 40 x 56.7% }PACE 39 x 39.4% }PACE----MEAN 38 X 29.1% }PACE 37 X 26.8% }PACE 36 X 17.3% }PACE 35 x 15.7% }PACE 34 x 7.9% ---15PCT 33 x 7.1% 32 x 4.7% 31 x 3.9% 30 x 3.1% 29 x 1.6% 28 X 1.6% 27 x 0.8% 26 x 0.0% 25 X 0.0% 24 x 0.0% 23 X 0.0% 22X 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: 44 MPH LOWER LIMIT 10 MPH PACE: 35 MPH 85th PERCENTILE SPEED: 44.1 MPH PERCENT OVER PACE: 15.7 % MEDIAN SPEED: 39.6 MPH PERCENT IN PACE: 76.4 % 15th PERCENTILE SPEED: 34.9 MPH PERCENT UNDER PACE: 7.9 % Poindexter 2013-33 156 U z d e- . m p� _ e U M m1"""""" }hVB3V02808Ve188B88NBBNNNNNNNOI C^T�O� n F 1���P��O1�1�P I1 IIMII E iiiiiiIiiiii1 11 111111 •I U ; ,_.°I- l W= :::■MI NIMM :::::: :::::::::1:1:::::::_::'::::: 2 w I■■•.■■■■■.■■■■■ ■■■■■■1111■_■■■■■■■■■■■■U�■■.■ ~ .. ...■■..11.■.■. .■..■■ .■ .■ ■..11.11■■ .■■. wW W ¢ ~ ■.■u...11■..11■■■....■■■■.ii.■■..•ii■.11■..■.■..■.■ UW Q a ■■.■..■■■■.■.■.�11.■■■■11■..■■■■■■ ■....■.■■1111 a_� 0 o 0 w . ....■■■■■■■■■■.■■■■■■■.■.■■■■■■■_■■.■■■.■■■■ 4) ■1111 ■■■ ■■ ■■ ■■ ■■■■■■■■ ■.■■■■11■■■■■.■■■ ■ =■■1■■.S■.11■■=■■�C..=11..11■1■.■■.■■.■.■.■.■._■ .■.■■.■....11■... ... ■....■......■...11.■.■..■ W°■■1111 ■■n■■■■■■■■■■■■■1■•■■■■. ■■■■■■■■■■.■■■■ .n z = 1=■ L. ■....._■■.■■■■■■1■■.■.=■■■11.11■■■■.■■ ■ C1) w ■■.■■■■1■■■■■__■■.■■■..■1.1■■■■■■■1111.■..■■■■ ■ Q a .1111.■■■1111■..■ 2 o�■.■■■.■■■■■.■■■■■■.■.■■.....■■■11■■.■■■■■.■■.11■ Q .. 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BUENDIA TIME: 2:30 PM - 3:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF CAMPUS PARK DATE OF SURVEY 5/24/2013 85th PERCENTILE 40.1 MPH - 10 MPH PACE 31 -40 MPH PERCENT IN PACE 73.3% POSTED SPEED LIMIT 40 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 0.50 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 9,850 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 l 40 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph is within 0.1 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present,School Zone File: Princeton 2013-34 158 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC PRINCETON AVENUE CAMPUS PARK DR TO 118 FWY DATE: 5/24/2013 SURVEY BY: C. BUENDIA TIME: 2:30 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 99.4% 46 x 98.2% 45 x 97.0% 44 x 94.5% 43 x 92.7% 42 x 90.3% 41 x 86.7% 40 X 84.8% }PACE---85PCT 39 x 78.8% }PACE 38 x 69.1% }PACE 37 x 65.5% }PACE 36 x 54.5% }PACE 35 x 49.7% }PACE ---MEAN 34 x 35.2% }PACE 33 x 28.5% }PACE 32 X 20.0% }PACE 31 x 17.0% }PACE 30 x 11.5% ---15PCT 29 x 9.7% 28 x 5.5% 27 x 4.2% 26 x 2.4% 25 x 0.6% 24 x 0.6% 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: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 40.1 MPH PERCENT OVER PACE: 152 % MEDIAN SPEED: 35.1 MPH PERCENT IN PACE: 73.3 % 15th PERCENTILE SPEED: 30.6 MPH PERCENT UNDER PACE: 11.5 % Princeton 2013-34 159 U z A M A 0 ' (3" 1122 fl{8Ct 340118130111 0:111°41102 NN01m� " 0 ill 1711 1 "t" X11 in J llhIHhIOIHGIIGIIiiIiiIIIflI1HhIHHIH I ill o cEM■■E■■■■M■MI■■■■■■■IM■■I■E■■E■IEIIMN■■■■■■■E■ w ■■■■■■■■■■ ■■EI■■■■■■■ENI■■■■■ ■■III■■■ ■■■■■ • w •IUIII•Iii I II■■■■U■■■■E■M■■■=■■�E■IIIU■IU=■EE■ ■.■■■■ ■■■■I■ ■■■ ■ ■■■■M■ ■■ ■■ ■ ww . ¢ p ■■■M■I■■■I■III■■■■■■■■I■MI■■■■NNIM II■■■■■■■Z■ ~ N■E■■■■■EM■EMI■ ■■■■■■■III■I■■■■■■■MMI ■■■E■■■I d(4 (1O uu u u iCU EE■ uu■■M ■ ■ ■ ■■■ ■ ■ ■ IMION■ ■ ••••••••••■M ■■ ■■■ ■ ■ ■■■ ■ I ■ ■ ■■ i wNI ■ ■ ■ IIIEIMME ■ I ■■■■■■■ II ■■E ■ I -I ■ ■■■■■_ ■ ■■ ■■■ ■■ ■ ■■ ■■ ■ e.e■e■ e CO ai iZ ■■■■■ ■■■ MM■■■E■■■■■■■IMEuaEEEEiu■■w ■■■■■■■■■■■■■EI■E■■■■E■■I■■■■■■■■■IE■■I■E■■■I■ °.� Z D w ■E■■NI■■■■■MIEN■■■ ■N�■■Ml�■■ ■■■■ ■■■■■■■�EE■ ~w mMS ■■E■■■■E■■■ ■■■■■■ ■■ ■■M►E■ ■E ■ MINE■■■■■e■ 0co wzo■I■■N■■■■■■II■■■■■ ■■I■■■►■■■■■U■UIEIe■■■■■■II - Z ■■■■■■II■ ■■■NI■■■■ \I■I►M■■E ■■■■IEEE MEMO Z I-- ■■■I■■N=■■E■■■I■■■■■►►■e=\`MOME`■■ME■■EE■NIMM D oQ ■■EEEE■ ■MMI■MMEEE■■e►l► ►►M■►E►E■E■■NNE■■N■MM an), E0 0■M■■E■■ ■■■MM■M■■E►■M►■ERROMMEMEME ■I■■■NI■■E■ W 0 ■I■■E■MIM■■IIEN■■ L■\MIE►\►,�■►■E■■qMO ■■■■■■■■ 6 w z n■■■N■I■■■Emmoom\■\►I\►\\►■Q■\■■ ■I�■■■■■■m■ w w v > 6 ■■■■■■■E■■II■M\►E\■MMee►`eeE■Q■►E■�►�N■�■■■I■■ ■ c� - o w 5 ■■E EEE EE■■■MI\\\►D\E\\\\\►`1►1M►\►►\►I► MEIN■■■■ 1w L o o t 80030018H08M08"0181808°N80NBB088AU9 Q 0 IIOHIHIIIIUIIHIIII!iIi:I:IiIiuIIIIInhII a) 1 (� o ■■ ■EIIEM■■I■■■■■EME■MI■ ■■■N■■NI■ ■■ ■■E■■ Q EEEMIN..EMIIMEE■■N■■■ EMMME�minam:: :::_mmi o ■ME■NE■■■■■MIME■■■■■E�E■I■■ rn ■M■■E■■E■■MMM■E■■■■■■M■MMMM■■■■■■■MIM■■■■M■■■■ ww ( J ■N■■■■■■■■■IM■■■■■■■■I■MMM■■■■■■■■I■I■I■■N■■■■ °w NM.■EE■MIMMIIIIME■■E■EM■IM■■ ■■■■■EM■■EEE■MEEM■ d% ■I■■■■■■■■■IMI■■■■E■■IIMMMIM■■■■■EEMM■■■■■■■■■ ■I■■II■EI■NINA■■I■I■UNMAN■■■II■MIME■■■■I■■■■ ca - ■■E■■■E■EMEM■E■■■■■■■I■■MI■■■■■E■EMM■■■■EMEEE■ I u°■■■■EE■■M■■I■■III■■■■IIIII■■■■ ■■■I■■■I■ ■■■I■ ■■■■E■■■■MAIM■■■■■■■IE■MM■■■■� ■■II■■■■.■■III EI ■e■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_■■■■■Mee■■■■■■■ _,w ■■■■■E■■IIMMIMI■■■■■■II■III■I■■■■■II■■ ■■■■■■■ p' ■I■■■■■■ITEM■MME■ENII■I■III■■■■■••••••••■•••• ,� ao�EI■■■■■e I■■IM■I■■■■E■$■I$II■■■■■■■I■■■■■■I■E■■ a .. r•Q ■MIEII■Muse■III■■■■■II■III■■■E■■■MIIEI■■■■■I■ g z5 •�w ■■■I■■■NII■IIEI■■■■■■IIIII■ ■■■I■■■I■■■■■■■■■■ '=w z 4 sl ■■E■■■■■M■IIIE■■■■■■■IIII■ES■■IN$■■EM■■■■■■E■■ 0% , 4 ��D ■I■■■■■■■■■■MI■■■■■N■N■DII■■■■■■■■III■■■■■■■■■ w zoMiniE■ ■ I■■■ ■ EM1 ►MEEE■■■■ M ■ ■■I� , ■■■■■E■■ E■M■ ■■■■I■ MM\MM■■■■■■■■■EIIN■■E■■I■ o I. ■e■■■■■■■■■MI■■■■■■■III\I\I■I■■e■■■■E■ ■■N■N■■ ■■■■■■■■■■■NMI■■E■EI■►I\I►M►N■EI■■■M■EIE■.■■.■ � ■■■■■I■■■■■■MEI■■■■1MICIEMENII■N■■NIE■N■■ ■■ ■ 0 d..� in■■■■■■■■■■■■I■■■■■■■■RI►`M►►`►E■■EE■EII■■■E■■■■■ m ■IU ■ EINNI■■■■■E■■\► M►\ ■■NE■EM■■■■■NE■ ■ w z ■■ ■■■ II■■■ ►► ►M►\\EE ■ I ■ I ■ ■ aj z w Q ° • • ••i ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPRINCETON AVENUE 118 FWY(N)TO 118 FWY(S) DATE: 5/24/2013 SURVEY BY: C. BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF CONDOR DATE OF SURVEY 5/24/2013 85th PERCENTILE 41.2 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 77.8% POSTED SPEED LIMIT 40 MPH 30 MPH ADVISORY 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 10,000 LANE CONFIGURATION 1 and 2 LANES PER DIRECTION 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 FLASHING SIGNAL WARRNING(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/MOORPARK CUMMUNITY HIGH SCH 'RECOMMENDED SPEED LIMIT I 40 MPH 1 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph is within 1.2 mph of the 85th percentile speed and meets CVC standards. • •25 mph When Children Present,School Zone File: Princeton 2013-35 161 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PRINCETON AVENUE 118 FWY (N) TO 118 FWY(S) DATE: 5/24/2013 SURVEY BY: C.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 99.4% 49 x 98.8% 48 x 98.8% 47 x 97.6% 46 x 97.0% 45 x 95.2% 44 x 92.2% 43 x 90.4% 42 x 87.4% }PACE 41 x 84.4% }PACE---85PCT 40 x 77.2% }PACE 39 x 64.1% }PACE 38 x 54.5% }PACE 37 x 45.5% }PACE ---MEAN 36 x 31.7% }PACE 35 x 24.6% }PACE 34 x 16.2% }PACE 33 x 13.2% }PACE---15PCT 32 x 9.6% 31 x 7.2% 30 x 6.6% 29 x 3.6% 28 x 2.4% 27x 1.2% 26 x 0.6% 25 x 0.6% 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: 126 % MEDIAN SPEED: 37.5 MPH PERCENT IN PACE: 77.8 % 15th PERCENTILE SPEED: 33.6 MPH PERCENT UNDER PACE: 9.6 % • Princeton 2013-35 162 T. 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BUENDIA TIME: 11:45 AM - 12:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SPRING DATE OF SURVEY 5/24/2013 85th PERCENTILE 44.4 MPH 10 MPH PACE 37-46 MPH PERCENT IN PACE 84.9% POSTED SPEED LIMIT 40 MPH _ 30&35 MPH ADVISORY 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 14,500 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(WB)/NO STREET LIGHTING YES OTHER PAINTED 2 WAY LEFT TURN AND DBL YELLOW CENTERLINE PARTIAL NO CURBS AND DIRT SHOULDERS ADJACENT LAND USE RESIENTIAL(non-fronting)/COMMERCIAL/118 FWY OVERPASS RECOMMENDED SPEED LIMIT 1 40 MPH SPEED LIMIT CHANGE 1 NO CHANGE JUSTIFICATION: The recommended 40 mph is wihtin 4.4 mph of the 85th percentile speed and meets and meets CVC standards. • File:Princeton 2013-35 164 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI PRINCETON AVENUE 118 FWY (N) TO SPRING ST DATE: 5/24/2013 SURVEY BY: C. 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BUENDIA TIME: 3:00 PM - 4:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF ELK RUN DATE OF SURVEY 6/6/2013 85th PERCENTILE 38.9 MPH 10 MPH PACE 31 -40 MPH PERCENT IN PACE 81.7% POSTED SPEED LIMIT NOT POSTED 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 300 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-SPRING/ELK RUN(new signal not turned on) CROSSWALKS AT SPRING/ELK RUN PEDESTRIAN/BICYCLES FEW/FEW TRUCK TRAFFIC NO ON-STREET PARKING NO STOPPING ANYTIME OTHER EQUESTRIAN TRAIL(northside) ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.42 VERTICAL CURVE GRADUAL UPHILL(EB) HORIZONTAL CURVE GRADUAL"S"CURVE LATERAL VISIBILITY GOOD ROAD CONDITIONS NEW SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND (ADJACENT LAND USE RESIENTIAL(non-fronting) RECOMMENDED SPEED LIMIT I 35 MPH 'SPEED LIMIT CHANGE I POST JUSTIFICATION: This portion of Ridgecrest Drive is a four lane collector roadway. Field observations include new and future home construction, no stopping anytime, no shoulders, raised median island, and slight-gradual "S" curve. The adjacent land use is solely residential non-fronting to the roadway. With the speed survey results revealing an 85th percentile speed of 38.9 mph, it is recommended that a 35 mph speed limt be established and posted for this area. •25 mph When Chen Present,School zone File: Ridgecrest 2013-37 167 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCl RIDGECREST DRIVE SPRING ST TO HIGH TOP DATE: 6/6/2013 SURVEY BY: C.BUENDIA TIME: 3:00 PM - 4:45 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 98.6% 44 x 97.2% 43 x 97.2% 42 x 97.2% 41 x 97.2% 40 x 95.8% }PACE 39 X 85.9% }PACE 38 X 76_1% }PACE---85PCT 37 x 73.2% }PACE 36 x 69.0% }PACE 35 X 63.4% }PACE 34 x 52.1% }PACE 33 x 40.8% }PACE ---MEAN 32 x 32.4% }PACE 31 x 18.3% }PACE 30 x 14.1% ---15PCT 29 28 x 8.5% 9 x 5.6% 27 x 4.2% 26 x 2.8% 25 x 2.8% 24 x 0.0% 23 x 0.0% 22 X 0.0% 20 x 0.0% 0.0% 19 x 0.0% 17 x 0.0% 16 X Q.0o 15 x 0.00 0.0%- UPPER LIMIT 10 MPH PACE: 40 MPH LOWER LIMIT 10 MPH PACE: 31 MPH 85th PERCENTILE SPEED: 38.9 MPH PERCENT OVER PACE: 4.2 % MEDIAN SPEED: 33.8 MPH PERCENT IN PACE: 81.7 % 15th PERCENTILE SPEED: 30.2 MPH PERCENT UNDER PACE: 14.1 % Ridgecrest 2013-37 168 L Q 0 1 222"0 �� 8400000101401 80118°N8800NNNNNma""" U 8 IIiii:ii::iiiiiiiii:I IIIIIIOIIHIHIIiihu! 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Ii■ ■■■ ■■■ ■■■■■■■■■■■■■►■■►■■■■■ ■■■■■■ ■■■■ w z ■■II■■■.■.■■■■■■■■■■.■..■.■..■■■■■.■■.■■■�■ E ° 6 ■•1..1111■.■.■•1■■■■■■■■\■■■C\\\\\\1111■■■■■•1■■ ■■•1■ 0 .. a Z W Q 1- •1.■■■■■■■■■■■.■■■■■.►•►■\\11\\\\\\\■.►\■■.■■.�■■■ ¢w 0 - o t- 20:2000111"0110010"2/110118111331"181 1 4 6 169 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCIPRINCETON AVENUE 118 FWY(N)TO SPRING ST DATE: 5/24/2013 SURVEY BY: C.BUENDIA TIME: 11:45 AM - 12:15 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF SPRING DATE OF SURVEY 5/24/2013 85th PERCENTILE 44.4 MPH 10 MPH PACE 37-46 MPH PERCENT IN PACE 84.9% POSTED SPEED LIMIT 40 MPH 30&35 MPH ADVISORY 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) ACCJMILLION VEH.MILES 0.00 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 14,500 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(WB)/NO STREET LIGHTING YES OTHER PAINTED 2 WAY LEFT TURN AND DBL YELLOW CENTERLINE PARTIAL NO CURBS AND DIRT SHOULDERS 'ADJACENT LAND USE RESIENTIAL(non-fronting)/COMMERCIAL/118 FWY OVERPASS (RECOMMENDED SPEED LIMIT I 40 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: This portion of Princeton Avenue is a narrow two lane roadway. Field observations include a 40 mph speed sign posted for the eastbound direction only,sweeping"S"curves, 30 and 35 mph advisory signs at curves,dirt shoulders, no curb and sidewalks until approaching Spimg Street The speed data shows an 85th percentile speed of 44.4 mph and a 10 mph pace range of 37 to 46 mph. With that,it is recommended that the existing 40 mph speed limit be maintained. For enforcement,a 40 mph speed sign should be installed westbound near 118 freeway. File: Princeton 2013-36 170 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SECOND STREET SPRING ST TO MOORPARK AVE DATE: 6/6/2013 SURVEY BY: C.BUENDIA TIME: 9:00 AM - 10:00 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x100.0% 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 99.2% 34 x 97.6% 33 x 96.8% 32 x 944% }PACE 31 X 87_9% }PACE 30 X 85.5% }PACE 29 X 80.6% }PACE ---85PCT 28 X 74.2% }PACE 27 X 62.9% }PACE 26 X 41.9% }PACE ---MEAN 25 x 33.1% }PACE 24 x 23.4% }PACE 23 x 16.1% }PACE 22 x 10.5% ---15PCT 21 x 6.5% 20 x 5.6% 19 x 4.0% 18 x 1.6% 17 x t6% 16 x 1.6% 15 x 0.8% UPPER LIMIT 10 MPH PACE: 32 MPH LOWER LIMIT 10 MPH PACE: 23 MPH 85th PERCENTILE SPEED: 29.9 MPH PERCENT OVER PACE: 5.6 % MEDIAN SPEED: 26.4 MPH PERCENT IN PACE: 83.9 % 15th PERCENTILE SPEED: 22.8 MPH PERCENT UNDER PACE: 10.5 % Second 2013-38 171 U z = oMS2aNizta(� M4V4 ' ec 100° 08�°8011 °000�0 U tp 7n t(}IQ InN bin In�In V V V V�Q V V'QV�MC7 nc7 CJN N NN 9 z 1 ii1i111ib ii 11 4 I 11111111111111111111111111111111110111 g..■■...... ....■.. .■ .. ■1=■■■.■..■■....1■■■. 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BUENDIA TIME: 10:00 AM - 11:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF RIDGECREST DATE OF SURVEY 5/22/2013 85th PERCENTILE 47.5 MPH 10 MPH PACE 39-48 MPH PERCENT IN PACE 77.6% 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 7,900 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-WALNUT CANYON/RIDGECREST/ELK RUN LOOP CROSSWALKS AT WALNUT CANYON/RIDGECREST 1 ELK RUN LOOP PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC NO (Except for Local Deliveries) ON-STREET PARKING NO STOPPING ANYTIME OTHER FENCED EQUESTRIAN TRAIL / BUS CUT OUTS WATCH DOWNHILL SPEED(SB)/BIKE LANES 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 I NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND TALL TREES IN MEDIAN RESRICT SIGHT DISTANCE (ADJACENT LAND USE RESIENTIAL(non-fronting)/OPEN j (RECOMMENDED SPEED LIMIT I 45 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 mph is within 2.5 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,school zone File:Spring 2013-39 173 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING STREET WALNUT CANYON RD TO ELK RUN LOOP DATE: 5/22/2013 SURVEY BY: C.BUENDIA TIME: 10:00 AM - 11:00 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 99.4% 51 x 96.8% 50 x 94.2% 49 x 90.4% 48 x 88.5% }PACE 47 x 82.1% }PACE---85PCT 46 x 72.4% }PACE 45 X 67.3% }PACE 44 x 59.0% }PACE 43 X 48.7% }PACE ---MEAN 42 X 41_0% }PACE 41 x 28.2% }PACE 40 X 17.9% }PACE 39 x 13.5% }PACE ---15PCT 38 X 10.9% 37 x 7.1% 36 x 4.5% 35 x 3.8% 34 x 2.6% 33 x 1.3% 32 x 1.3% 31 x 0.6% 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% 21x 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: 47.5 MPH PERCENT OVER PACE: 11.5 % MEDIAN SPEED: 43.1 MPH PERCENT IN PACE: 77.6 % 15th PERCENTILE SPEED: 39.3 MPH PERCENT UNDER PACE: 10.9 % Spring 2013-39 174 ? 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B END A TIME: 11:00 AM - 12:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF ELK RUN LOOP DATE OF SURVEY 5/22/2013 85th PERCENTILE 51.7 MPH 10 MPH PACE 43-52 MPH _ PERCENT IN PACE 73.3% POSTED SPEED LIMIT 45 MPH ELECTRONIC RADAR FEEDBACK 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 0.20 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 9,650 LANE CONFIGURATION 2 LANES PER DIRECTION TRAFFIC CONTROLS SIGNAL-ELK RUN LOOP/CHARLES CROSSWALKS AT ELK RUN LOOP/CHARLES 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 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 RESRICT SIGHT DISTANCE ADJACENT LAND USE RESIENTIAL(non-fronting)/OPEN/VENTURA COUNTY PUBLIC WORKS RECOMMENDED SPEED LIMIT 1 45 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: This portion of Spring Road is a four lane roadway. The speed survey resulted with an 85th percentile speed of 51.7 and a 10 mph pace range of 43 to 52 mph. The field notes show residential dwelling non-fronting to the roadway,painted bike lanes,and gradual to moderate horizontal and vertical curves. With the areas of limited sight distance and consistency with adjacent segments,it is recommended that the existing 45 mph speed limit be maintained. •25 mph When Children Present,School Zone File: Spring 2013-40 176 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI SPRING STREET ELK RUN LOOP TO HIGH ST DATE: 5122/2013 SURVEY BY: C.BUENDIA TIME: 11:00 AM - 12:00 PM CHECKED BY: JERRY STOCK CUMULATIVE PERCENT SPEED 20 40 60 80 100 60 100.0% 59 x, 99.5% 58 x 98.9% 57 x 98_4% 56 x 97.3% 55 x 94.7% 54 x 91.4% 53 x 88.8% 52 x 86.6% }PACE 51 x 81.3% }PACE- -85PCT 50 x 75.4% }PACE 49 x 71.7% }PACE 48 x 65.8% }PACE 47 x 58.3% }PACE 46 x 49.7% }PACE ---MEAN 45 X 36.9% }PACE 44 X 24.1% }PACE 43 x 18.7% }PACE 42 X 13.4% - -15PCT 41 X 8.6% 40 x 7.0% 39 x 5.3% 38 x 5.3% 37 X 4.3% 36 x , 3.7% 35 x 3.2% 34x 1.6% 33 X 0.5% 32 x 0.0% 31,x 0.0% 30X 0.0% 29 X 0.0% 28 X 0.0% 27x 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% 15X 0.0% UPPER LIMIT 10 MPH PACE: 52 MPH LOWER LIMIT 10 MPH PACE: 43 MPH 85th PERCENTILE SPEED: 51.7 MPH PERCENT OVER PACE: 13.4 % MEDIAN SPEED: 46.0 MPH PERCENT IN PACE: 73.3 % 15th PERCENTILE SPEED: 42.3 MPH PERCENT UNDER PACE: 13.4 % Spring 2013-40 177 U 2 , BBB0BB8■0 8018880 8 -!-5d —orn oQQ�� ornw ro�nvc�N�ornmn��nvc�N owmNo,^ �O ,2 V V V c7 M <7 t7 I f7<7 7 S N N N N N N 111111111111111111111111111111111111111 gg 1 OM III 1 I _ 8■N■■N■■NNE M..■■E■■■■N=■E=■■AO■■■■1�■.=■■■N■ _, 2 W :lEMEREMENN EMMEMI::_:::■::_::■ CMMEME : :_: ■U■■■■EMMM ■■■■■■ E■■■NE■■■ ■■ ■NMMMMR■M■■11■ ■ wW W tE ~ EN■■■■■■■■■MM■N■■N■■■N■11■■■MM■■■■■MENU■■■■■■■■ U W Q N■■■■■■■M ■UM■ ■■■ N■■■■■■■M■■■■■11■■■■■■■■ Pt U 0 0 w ■11■MN1111■■■1M111111111■11■ ■■M■11■N■■ 1111■M■E11■ ■1111 =■■■ ■ ■■M■■ ■■■ ■■U■ ■M■■■■■■■UU■I■■ ■ U ■■ i■ ammo ■ ■ ■ immi■ 11 ■■M ■ m ■■11MN■ MMM ■ ■ ■ ■■■■■ ■■ MM11 ■ ■ WN■■■■ ■■■■■■■■■ ■■■■■■■■■NEE ■■■■E■ ■■U■M■■■■ ■ c--I ■IUUI■■■■$_■■ ■■=■E■■E■UUIR •II■■■i■■■■■■■■■_■ r ► g ■M■■ ■■■■■ ■■■■■ ■E■■■■ ■■ ■ ■■■ ■■ ■■■NM■■■ raw ■M■EM■11■■N■ ■■N■■N■■■N■M=■E=■■E■■M�iE■=N■■M■■■■ Q ,;› ■■■■1111■■■■■ ■ ■■■■■■■■11■ ■■ ■■■11■■ ••••••••••• J or■■■■■■■■■■MM■UN■E■■■■■■■■■■■■■■■■■■■■■■■■■■■M■ L) 0 ■■■■ ■■■■■■■■■M■M■■■■■■■M11■■■E■■■N■■■M■■■■■ ■ UQ .�' .�0�w ■■11■ ■■ ■■■N■■ L■ ■■■ ■■ ■■ ■■■■M■■E■ ■E■H ■ -w 0) W :m ■u■■■■M■E■ ■■_�■ ■■_■■I■■ ■■■ ■■11■■■E■■■■i ■ 0 0 T_ zo■■■■■N■■M E■=N■M►■�=■■■■■M■■.EE■m■■M■■M■■■11■■11■ ^_.■■■■■.■■■ ■■►►■■■■N■■■■■■■■■■11■■■ ■■■■■■■■■■■ ► I ■M■■■■■■11■■U■■\\■\■■•=E■■■■■■■ F- ■M ■ ■■ ■ ■■ '►MEMM■E■MEM■■■E11■ ■■■N■ 111■o Q M■■ ■ ■ ■\ LIM0■■ M ■■ ■■■ ■EMMU IIMM■11■ (1) E0 ■■■■ ■■■■■ i■►0�\►� ■■■■■ ■■■■■■■■■■■■■■■■ ■■et ■■■■ 1111111■■ ►0► 11:1 ■■■■ E ■■■11111 11111111111•111111111111° = w v >LU o ■■■1161■01MOMCCEMZE■ U ►■ ■ ■MS ■■ ■ EMI■ ui o - L ° w ■ ■ 11 ►■ \\►M\\\ \\■►■►\■►\\ ■■ ■ E■■■■■■\■ 18 D i c o o 0818 06886 8 08 a 80086 88 88888°N 08 06800 M m 0 Q ww 0 111111111 . ,!�, 111� 11. 11■ IAA 11 11 4) 0■■■■1111■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■■■■M ■■■■■ ■ ■■■E■■■■■M■■11■■■■■■■■■ME■ ■■■■■■■■■■■■ ■■■11■ ■_■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■N■■■■■■■■■ ■■■■■■1111■■■11■■■■■11■■11■ ■■1111■■■■ ww ■■■■■■■■■■■■■MM■■M■■■■E■M■■N■■■■■■M■■■�■■■■■■11■ vW . 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BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF 2ND ST DATE OF SURVEY 5/22/2013 85th PERCENTILE 41.5 MPH 10 MPH PACE 33-42 MPH PERCENT IN PACE 771 % POSTED SPEED LIMIT 40 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC.MILLION VEH.MILES 0.40 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 15,300 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 I RECOMMENDED SPEED LIMIT I 40 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 1.5 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present,School zone File: Spring 2013-41 179 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK SPRING STREET HIGH ST PRINCESTON AVE TO LOS ANGE DATE: 5/22/2013 SURVEY BY: C.BUENDIA TIME: 12:15 PM - 1:00 PM CHECKED BY: JERRY STOCK CUMULATIVE 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 99.3% 46, x 97.9% 45 x 97.2% 44 X 94.4% 43 X 90.3% 42 X 88.2% }PACE 41 X 81.3% }PACE---85PCT 40 x 73.6% }PACE 39 x 62.5% }PACE 38 X 52.8% }PACE 37 X 43.8% }PACE ---MEAN 36 X 382% }PACE 35 x 31.3% }PACE 34 x 21.5% }PACE 33 x 15.3% }PACE 32 x 11.1% ---15PCT 31 x 6.3% 30 x 5.6% 29 x 4.2% 28 x 3.5% 27 x 2.1% 26X 1.4% 25 x 0.7% 24 x 0.0% 23 x 0.0% 22 x 0.0% 21X 0.0% 20X 0.0% 19X 0.0% 18 x 0.0% 17X 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: 41.5 MPH PERCENT OVER PACE: 11.8 % MEDIAN SPEED: 37.7 MPH PERCENT IN PACE: 77.1 % 15th PERCENTILE SPEED: 32.9 MPH PERCENT UNDER PACE: 11.1 % Spring 2013-41 180 U Z O,OicO I�WNVf�Nz0p m84 011 °° 81618186°40101 N!°0m, 0N U (ObNNNU)NNN�NQ V • �? • v t') N O Z Q� ,8 ______IIP9 !!!!iPPIuU 111111111,11111111111111 11111111111111111111111111111111111111111� w .............■..■........................111:1 t ■ o ■■■■■■ r■■..r ■■■■■■11. ■ ■■111■..■■.. . w w W IE o �, .■■■■■■■■■■■.■■■.■.■.. 111M■■■■11■.■■..I=■ ■.....■.■ ■■■ ■■■■■■ ■.11.r..■■.r■ ■..■...11..■ a_co Q cn w "�■■■■■■■■■_■■■ ■■■■■■1i■■■■■r■■■■■■_■■■■■■■■■.■ (� w 11111■ 11.11■■■■■■ ■■ ■■■■■■.■■■■■■■■■ ■■ ■■...■ ■ ■■r■=r■■■■■■■■ ■■ ■■■■■■■■■■■■■■■■•■11•i11■■■■._■ (v u,o1■■..■..■■■..■ ■.�■.■.■■11■■■■.........11■...■■■ WN■■■■■■■ ■■■11■■■■■.■.■■■■11■■■■■■11■■..Ur.11■■■ ■ —� ■■■■I■■ ■■■■■■■■■ ■■■■■■=■■I■■■■■■■■■■■■■■■■1■Id_ ■■■■ ■■ ■r■■■■■■■�i■■■■■■ ■■ ■■■11■■ ■.■■■■■■■ ■ .w ■■■■■■■ ■■■■■■I■■ ■■■11■■=■■■■■■■■■Ui11■■■■■.■UIi■ Q Is> ..■....■■■■11■■ ■■.r.■■.■ ■■.■■■.■■1■■..■■■■r.. p2.■.■U.■■■■.■.■■■■■■■11.1111.■■■■■■■■■■■■■r■■■■■■ a .. 0 ,Q ■■■■.■■■■■■■■■■■■■■r■■■■11■■■■■■■■■■11■ ■■■■■■■■ Q2 .,w ■■■■■■■■■■■■■■■■■■■■■■■■11■■■■.■■■■■11■U■■■1■ ■ -w ;!,� ...■..■ ■■■ ■■■■■■ ■■■■■ ■■■■■■.■■ ■■■■■■ ■■ ■ 0% D ■r.■■■■I■■■U■■r■■.I■■■■■_■■■■■■■■■=■1111■■■I■r ■ Lm %1I ■ .■■ 1....■ ■..r■11i■■ \■■.■■..■ ■■.r■■..■ ■ ti. =-' r ■I■I...I.■■■.■I.■■■■■�►�■UI\..■.. ■■=11■■.■.■■■5■ I 11..11.■■ ■■ ■■■■■■.■■■►►■.►..r■■ ■■■■....■■■..■ oQ ::11::IIMIIIM 1111111!•11:1::1111=1::::::1:111:: b0 �■■....■■..■ ■■ ■■■■►►►►.►►■1111.■ ■.111111■.■■.■■.■ 4) 0 ■.■.■■■■■■■_■■ ■■ ■•IMML►►•�D■■_■■ ■111111■■■■■■■ > Q O w z '■■■■r■■■■■11■■ ■` ■.Q►\►r.\\\\�■■■■■.■1111.■..■■■■ w w o > o ■■■■■...■■■■■ O►\ QQ\\\\\M\\►■■■■■1■.■■■.■■■■■ O .. 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BUENDIA TIME: 2:15 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF PEAH HILL DATE OF SURVEY 5/22/2013 85th PERCENTILE 46.8 MPH - 10 MPH PACE 39-48 MPH PERCENT IN PACE 77.2% 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 11,700 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-LOS ANGELES/PEACH HILL CROSSWALKS AT LOS ANGELES/PEACH HILL(sch) PEDESTRIAN/BICYCLES FEW/YES TRUCK TRAFFIC FEW ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES / SCHOOL BUSES NO STOPPING ON BRIDGE ROADWAY FACTORS LENGTH OF SEGMENT(MILES) 0.66 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 NARROW ROADWAY / WATCH DOWNHILL SPEED(NB) ADJACENT LAND USE RESIENTIAL(non-fronting)/COMMERCIAL(at Los Angeles)/CHURCH RECOMMENDED SPEED LIMIT I 45 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 1.8 mph of the 85th percentile speed and meets CVC standards. •25 mph When Children Present,School Zone File:Spring 2013-42 182 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK 1/Cl SPRING STREET LOS ANGELES AVE TO PEACH HILL RD DATE: 5/22/2013 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 99.4% 52 x 99.4% 51 x 98.8% 50 x 98.8% 49 x 96.4% 48 X 91.0% }PACE 47 x 86.2% }PACE 46 x 79.0% }PACE---85PCT 45 x 70.1% }PACE 44 x 58_1% }PACE 43 x 50.3% }PACE 42 x 43.7% }PACE ---MEAN 41 x 34.1% }PACE 40 x 31.7% }PACE 39 x 23.4% }PACE 38 x 13.8% ---15PCT 37 x 10.2% 36 x 6.6% 35 x 4.8% 34x 1.8% 33 x 0.6% 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% 25x 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: 46.8 MPH PERCENT OVER PACE: 9.0 % MEDIAN SPEED: 43.0 MPH PERCENT IN PACE: 772 % 15th PERCENTILE SPEED: 38.1 MPH PERCENT UNDER PACE: 13.8 % Spring 2013-42 183 v Svne40808° 81800888°00140igi;s n ng2N• °0-NoP U � <p In to�n v>�n 6C)V v � rJ C7�(7NNNNNNNN •'- ,t, 1111014111111,1,1111,11 1 g° 1111111111111111111111 LN ; 41° 1111111111111111111111111111111111111111 ,, Cn -i„.............................................. n u, 111■ ■■ ■■■ ■ ■ ■■ MEIME 11 ■M■11 ■ ■ OIMIN w ■■ ■■ ■■■11IN■■■■ 11■ ■■ 1 ■ ■1111■■■■■■ ■11■ F ■■1111■1111■■■■■■11■■ ■■■■■■11■■ ■ ■ 1111■■■■■■■■1111■1111 wW W i ~ 1111■■1111■1111■■■■11■111M.■■■■■■■■■ ■1■.■■■■1111■■■1111■■ Uw ~ Q O N1111■■■11■■■11■11 ■■11..11 ■ ■.I■■ ■■■..11■■■ ■■11■■■■ arm O 0 to w 11■■■■■■■■■11■■il■■■■ muuuM1111■■1■■■■11■M■MI■11■M■■■ 0 :I::::monsu mmuni:::_: ::: _ommin :1:mum cll ■11■■■11■■.■■..1..11■.■.■■■■■■■.■.■■■■11■■1111■.■11.■ WN■■■■■■■■■IN11■■■■11■■■■■■11■11■■■■■■■•u. ■.■■■■■11■■ - ■1111 ■ ■■■■■■ ■M■ ■■■■ ■ ■■■ ■■11■ui■11■11M■■11■■ r-r 20 ■■■1■=■■■■■■__■■■=■■■INI=■ii■i■■■S■11■■11■1■■■■■■■■ -;w ■■■■■■■■■■■■■■�■=■1111■■11■■■■1■■■■■=■■11■ ■■■■■■■■ Q • �■■■■■11■1111■.11■ ■ ■■■■■■■■■■ .■■.■ ■■■■11■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■11■■11■■■■■■■■■■■■■■■■11■■■ Q .. 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ST/2?12013 SURVEY BY: RD COBS TIERRA REJADA RD TIME: 3:00 PM - 3:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF TIERRA REJADA DATE OF SURVEY 5/22/2013 85th PERCENTILE 47.9 MPH 10 MPH PACE 40-49 MPH PERCENT IN PACE 85.1 % POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR (SPEED RELA I ED ONLY) ACC./MILLION VEH_ MILES 0.52 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 7,950 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 1 FEW(SB) STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND NARROW ROADWAY ADJACENT LAND USE RESIENTIAL(non-fronting)I COMMERCIAL(at Tierra Rejada)/PARK 'RECOMMENDED SPEED LIMIT I 45 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 mph speed limit is within 2.9 mph of the 85th percentile speed and meets CVC standards. 25 mph When Children Present,School Zone File: Spring 2013-43 185 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK SPRING STREET PEACH HILL RD TO TIERRA REJADA RD DATE: 5/22/2013 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 98.9% 49 x 94.9% }PACE 48 x 85.7% }PACE 47 x 78.9% }PACE---85PCT 46 x 67.4% }PACE 45 x 57.7% }PACE 44 x 45.1% }PACE - -MEAN 43 x 37.1% }PACE 42 x 29.1% }PACE 41 x _ 22.3% }PACE 40 x 18.9% }PACE 39 x 9.7% ---15PCT 38 x 4.0% 37 x 2.9% 36 x 2_3% 35 x 1.1% 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: 47.9 MPH PERCENT OVER PACE: 5.1 % MEDIAN SPEED: 44.4 MPH PERCENT IN PACE: 85.1 % 15th PERCENTILE SPEED: 39.6 MPH PERCENT UNDER PACE: 9.7 % Spring 2013-43 186 U L D - U E m o to w io o o M)t)U)h V 7 7 7 7 7 7 71 7���(� n o o co n o N N N N N N N N N N O)W-m N 9 r w - jo 2 a Z V = K L OIHIIIIIIi1IIIiIIIiIIIIHIIIIIIIIIOIIOIII -, o N " M u w �.l.. :.I m.:::= =0..m.m...:1111=C:===:11 2 W ■ ■■■ ■.■11■■■■EE■■■■EE■.■ ■ ■■■■ ■ ■■■E■■ ww Ill ¢ ~ r■.■1111.■■■■■■■■r■IN■IN■11 IU ■MIN■=■■�■r..■■ U w C C 2 N ■■■.■■.E■11■11■MEE■M■INEE■■.E■.. .E.OE■■■.■■■Er■ 0_u) w =■.■M.■IE■ ■■.■■■■.■■.■■.■.M■■=.■■11..■.■.■..■■ � o w MUM=0000-00==== =000000====00.100=.....10 W ,o■■■■■■■■M■■■■■■■■�..11■r■■■IN■..■■■■■■11■■■■11IN■■■ hWN.■.. .IN ..........E. .■MEIN. ■■■■M .. ■■1111■■ ■ e,2 !!i■11 .■Ui■■.■■.■■■ ■■11■■ ■..=■■I■E..■_■.■..... 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BUENDIA TIME: 9:15 AM - 10:00 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OFMILLER DATE OF SURVEY 5/23/2013 85th PERCENTILE 49.3 MPH 10 MPH PACE 41 -50 MPH PERCENT IN PACE 81.3% POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 10 TOTAL ACCIDENTS 17 ANNUAL ACCIDENT RATE 5.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 0.56 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 31,650 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 GOOD SIDEWALKS/DRIVEWAYS YES(WB)/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND DIRT SHOULDERS EB SUNSET VALLEY TO FWY 'ADJACENT LAND USE RESIENTIAL(non-fronting)/OPEN-AGRICULTURE 'RECOMMENDED SPEED LIMIT I 45 MPH (SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 40 mph speed limit is within 4.3 mph of the 85th percentile speed and meets CVC standards. • File:Tierra Rejada 2013-44 188 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HC'I TIERRA REJADA ROAD EAST CITY LIMITS TO SPRING ST DATE: 5/23/2013 SURVEY BY: C.BUENDIA TIME: 9:15 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 98.4% 54 x 97.4% 53 x 97.4% 52 x 95.3% 51 x 93.8% 50 x 91.7% }PACE 49 x 81.9% }PACE---85PCT 48 x 72.0% }PACE 47 x 65.8% }PACE 46 x 58.0% }PACE 45 x 44.0% }PACE ---MEAN 44 x 32.1% }PACE 43 x 26.4% }PACE 42 x 19.2% }PACE 41 x 14.5% }PACE---15PCT 40 x 10.4% 39 x 8.3% 38 x 5.2% 37 x 4.1% 36 x 3.6% 35 x 3.1% 34 x 2.1% 33x 1.6% 32 x 1.0% 31 x 0.5% 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: 50 MPH LOWER LIMIT 10 MPH PACE: 41 MPH 85th PERCENTILE SPEED: 49.3 MPH PERCENT OVER PACE: 8.3 % MEDIAN SPEED: 45.4 MPH PERCENT IN PACE: 81.3 % 15th PERCENTILE SPEED: 41.1 MPH PERCENT UNDER PACE: 10.4 % Tierra Rejada 2013-44 189 z 4 m �D`�08808808 0B 08800 0 08080 °4 ` ` Q V c7 c7 C3 8NNNNCJC " "c°N" O 8 � �-4 I11,11011,i ,4111i1111111111,1111,. . . u . � .•.� Iiiiiii111iiiiiiiilillill 1 _ ,� g "'- IIl1:IiIIII:IiI;IHNIIIIIIIIIIIIIIIIIIIHI 4, ,....................1................1........ o w ■■■11■■■ ■■1111■■■■■■■11 ■■ ■■1111■■1■ ■■■ ■■■ ■■■■ Q ‘n L ■■■■■■u■■=11■■■■■■■■ ■■■U■■I■■■ ■I■■■ ■■■■■■■■ 1111 ■■■ ■■ ■■■ ■■■■■■■■■ ■■ ■■ 1111■■11.1■■■■■ ■■ w Ill ¢ F' ■■U.1 11■■■■■■■■U■■■■■■■■11■■■■■■.I■■■■■■■■■■■.11■ Ow = Q N■■■■■■■■■■■ ■■ 1111■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■ a_co 0 o . w ■■■■■■■■■■■1■■1■■■■■■1■■U■■■■11■■■■■■1■■■■■1111■ d a) ■11■■■11■■■■ _■■ ■■■■■11I■■■■■■11■11■1111■■■■■11■11■ co .............................................. _.c - ■■■■■■■I■■■ ■■1■■■U■ ■■ ..................... 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RD BUENDIA TIME: 10:00 AM - 10:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY WEST OF SOUTH DATE OF SURVEY 5/23/2013 85th PERCENTILE 50.0 MPH 10 MPH PACE 42-51 MPH PERCENT IN PACE 79.7 % 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 , 0.14 ACCIDENTS PER MVM (SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 20,050 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(WB)/NO STREET LIGHTING YES OTHER RAISED MEDIAN ISLAND ADJACENT LAND USE RESIENTIAL(non-fronting)/COMMERCIAL(at Spring) RECOMMENDED SPEED LIMIT I 45 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: This portion of Tierra Rejada Road is a four lane arterial roadway with a 45 mph speed limit Field observations include designated bike lanes, no stopping anytime, raised median island, gradual to moderate horizontal and vertical curves. This area is a speed concern to the City as electronic digital speed feedbacks are visible to indicate to driver their current driving speed.The speed data resulted with an 85th percentile speed of 50.0 mph and a median speed of 45.4 mph. With the many areas of limited sight distance,it is recommended that the existing 45 mph speed limit be maintained. Flle:Tierra Rejada 2013-45 191 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCl TIERRA REJADA ROAD SPRING ST TO PEACH HILL RD DATE: 5/23/2013 SURVEY BY: C.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 99.0% 53 x 98.0% 52 X 95.0% 51 x 92.1% }PACE 50 x 84.7% }PACE---85PCT 49 x 77.7% }PACE 48 x 71.3% }PACE 47 x 63.9% }PACE 46 x 56.4% }PACE 45 x 45.0% }PACE ---MEAN 44 x 32.2% }PACE 43 x 24.8% }PACE 42 x 18.3% }PACE 41 x 12.4% ---15PCT 40 x 8.4% 39 x 5.0% 38 x 3.0% 37 x 2.5% 36 x 2.0% 35 x 1.0% 34 x 0.5% 33 x 0.0% 32 x 0.0% 31 x 0.0% 30 x 0.0% 29x 0.0% 28 x 0.0% 27 x 0.0% 26 x 0.0% 25x 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: 50.0 MPH PERCENT OVER PACE: 7.9 % MEDIAN SPEED: 45.4 MPH PERCENT IN PACE: 79.7 % 15th PERCENTILE SPEED: 41.4 MPH PERCENT UNDER PACE: 12.4 % Tierra Rejada 2013-45 192 , ci h 0 m"D N IG8802 00 00000 000 /0 0 Z WIONOLO O m O • m t7NFOOlmnminV c7N O�apn b� � � V V C'� nN c7NNNNNNNN N•'� -�� O �►l1J 8 l ig � ii _ Z Z •ri♦111 h milli' o IIHIOhhU !Ih1GiiIIIIIIIIIIIIUIOIII 11n1 i g.■.■.■■■..■..■■11■=■■._■■■■.■■.■..■■11■.■■■_■■.■ u, w ■■■■■■■■1111■■■■■■■ ■■■ ■■ ■1111■■■■■■■11■■ ■■ ■.11■ 2 ■NKOMi■ROMMOMINMiNiii�iiii11■IMMOIHMEi=i w© w =■■■11■1111■■■.■■■■■■■■■■■■■■■■■■__■■■■■■Z■■■■■■■ °w �' C 2 N■11■■■■■■.■■.■■■■■11.1111■■■■.■■ ■ ■■■■■■ ■■ ■■.11n_co o m w ■11■■■■■■■i■_■■■■■1111■■■■■■■■■■u■u■■■■■■M•■■■•■■■■ •uIIuuuu� auuRuuUuiuuuiu•u� u� u•iuuuf�u:.■uuu WN■■■■ ■■■■■■■■■■■■■■■1111■■■■■ ■■.■■■.■■■■.■■■.. --I .■.■ .■■.■. ■.1111. ■■■■■■■.■UC.. ■■ ■..■■■■■.■■ 2 .■.■u■. ■■■_■■■.■ ■111111..■■■...■=.■S.■.■....■■. 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BUENDIA TIME: 11:00 AM - 11:45 AM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF MOUNTAIN MEADOW DATE OF SURVEY 5/23/2013 85th PERCENTILE 49.3 MPH - 10 MPH PACE 41 -50 MPH PERCENT IN PACE 81.0% POSTED SPEED LIMIT 45 MPH/*25 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 15 ANNUAL ACCIDENT RATE 1.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES _ 0.21 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 17,150 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 NO TRUCKS MORE THAN 2 AXELS(WB) ELECTRONIC DIGITAL SPEED FEEDBACK / BIKE LANESS 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 ADJACENT LAND USE RESIENTIAL(non-fronting)/MTN MEADOW ELEMENTARY SCHOOL/PARK [RECOMMENDED SPEED LIMIT T 45 MPH SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 45 mph is within 4.3 mph of the 85th percentile speed and meets CVC standards. '25 mph When children Present,School Zone File: Tierra Rejada 2013-46 194 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD PEACH HILL RD TO MOUNTAIN TRAIL ST DATE: 5/23/2013 SURVEY BY: C.BUENDIA TIME: 11:00 AM - 11:45 AM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 . 100 60 x 100.0% 59 x 99.1% 58 x 99.1% 57 x 98.6% 56 x 98.6% 55 x 97.7% 54 x 97.3% 53 x 97.3% 52 x 95.0% 51 x 93.7% 50 X 90.0% }PACE 49 x 82.8% }PACE ---85PCT 48 X 774% }PACE 47 x 66.1% }PACE 46 x 59.3% }PACE 45 x 50.2% }PACE 44 x 38.5% }PACE ---MEAN 43 x 30.3% }PACE 42 x 23.1% }PACE 41, x 15.8% }PACE 40 x 9.0% ---15PCT 39 x 6.8% 38 x 5.4% 37 x 3.6% 36, x 2.3% 35X 1.8% 34 x 0.5% 33X 0.5% 32 x 0.5% 31 x 0.0% 30 x 0.0% 29 x 0.0% 28X 0.0% 27 x 0.0% 26,X 0.0% 25 x 0.0% 24 x 0.0% 23 x 0.0% ' 22X 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: 50 MPH LOWER LIMIT 10 MPH PACE: 41 MPH 85th PERCENTILE SPEED: 49.3 MPH PERCENT OVER PACE: 10.0 % MEDIAN SPEED: 45.0 MPH PERCENT IN PACE: 81.0 % 15th PERCENTILE SPEED: 40.9 MPH PERCENT UNDER PACE: 9.0 % • Tierra Rejada 2013-46 195 U d , 4 U 2 1088880 2 4 38068 0 06 t7 NNNNNOO1�� O N� 0 N :1111111:::r1 :::IiHIIHhIHIHIOhlUH� �� ■■■■■M 7,, ■i■i■■1111■■■xi■■■M11ni■ i■■■■ ■■■■11■■■■M■i■■■11 ■ M■■■nni=■■■•■■M■iii■■■■■■i■=i■■■■i■■■■■■■■ii=■ o 1111■■■■■ M■Mx■xx■■■Mn■uir ■■■x11■■■■■■■■1111■ ■ Uw w cr ■■n■■■■■■■■ ■ 1111■1111■■■n 1111■1111■•■■■■■■■■■■■■11■ N■■■1111■■■M■■ ■i 1111■■■■■■■■■■1111■ ■11■■■■ ■11■■1111■■ a_co a) o co w ■ii■■■■■■■xx■■x■■■iiii■■■ii■■■ui■i■i■u■■■■i■ii a) ■roux■■■■■M■■■ ■■......■■■■■■......■......■... 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M►►■11■■■ n■■i■M ■■i■■ n■ ■ 0 > o ■i■■■iOVVR►.MI MILViiiii►■■i■■i■■M ■■ ■ ■■ ..w ■■■■■►■M►\M►.►\\►\M..►M ■►1111■■■■11■■■■■■■■■i■■■ ¢w 0 o Q :B802:10013N03164863121 8009 88N880B11200 Q� 196 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HCI TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AVE DATE: 5/23/2013 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:30 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY NORTH OF COUNTRYWOOD DATE OF SURVEY 5/23/2013 85th PERCENTILE 47.4 MPH 10 MPH PACE 39-48 MPH PERCENT IN PACE 77.5% POSTED SPEED LIMIT 45 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 3 TOTAL ACCIDENTS 6 ANNUAL ACCIDENT RATE 1.50 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES _ 0.41 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 11,150 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 YES ON-STREET PARKING NO STOPPING ANYTIME OTHER DESIGNATED BIKE LANES ELECTRONIC DIGITAL SPEED FEEDBACK 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)ENV TO WS 'ADJACENT LAND USE RESIENTIAL(non-fronting)I MOORPARK HS/COMMERCIAL/PARK/DRAINAGE WASH I 'RECOMMENDED SPEED LIMIT I 45 MPH 'SPEED LIMIT CHANGE I NO CHANGE I JUSTIFICATION: The recommended 45 mph is within 2.4 mph of the 85th percentile speed and meets CVC standards. File:Tierra Rejada 2013-47 197 • • RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI TIERRA REJADA ROAD MOUNTAIN TRAIL ST TO LOS ANGELES AV DATE: 5/23/2013 SURVEY BY: C. BUENDIA TIME: 11:45 AM - 12:30 PM CHECKED BY: JERRY STOCK CUMMULATIVE PERCENT SPEED 20 40 60 80 100 60 x100.0% 59 x 100.0% 58 x 100.0% 57 x 100.0% 56 x 100.0% 55 x 99.5% 54 x 99.5% 53 x 98.4% 52 x 97.9% 51 x 95.8% 50 x 93.2% 49 89.0% 48 X 88.0% }PACE 47 x 82.7% }PACE ---85PCT 46 x 77.0% }PACE 45 x 69.1% }PACE 44 x 58.1% }PACE 43 x 48.7% }PACE ---MEAN 42 x 37.2% }PACE 41 28.8% }PACE 40 X 20.9% }PACE 39 X 15.2% }PACE 38 x 10.5% ---15PCT 37 X 9.4% 36 x 4.7% 35 x 3.1% 34X 1.6% 33 x 0.5% 32 x 0.0% 31 x 0.0% 30 x 0.0% 29 x 0.0% 28 x 0.0% 27 x 0.0% 26X 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: 48 MPH LOWER LIMIT 10 MPH PACE: 39 MPH 85th PERCENTILE SPEED: 47.4 MPH PERCENT OVER PACE: 12.0 % MEDIAN SPEED: 43.1 MPH PERCENT IN PACE: 77.5 % 15th PERCENTILE SPEED: 39.0 MPH PERCENT UNDER PACE: 10.5 % • 'Tierra Rejada 2013-47 198 ( r d. 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BUENDIA TIME: 3:45 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 99.0% 38 x 98.0% 37 x 98.0% 36 x 96.1% 35 x 95.1% 34 x 94.1% }PACE 33 x 89.2% }PACE 32 x 89.2% }PACE 31 x 83.3% }PACE---85PCT 30 x 79.4% }PACE 29 x 64.7% }PACE 28 9 x 55.9% }PACE 27 X 39.2% }PACE ---MEAN 26 x 23.5% }PACE 25 x 16.7% }PACE 24 x 8.8% ---15PCT 23 x 6.9% 22 x 4.9% 21 x 2.0% 20 X 1.0% 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: 31.3 MPH PERCENT OVER PACE: 5.9 % MEDIAN SPEED: 27.6 MPH PERCENT IN PACE: 85.3 % 15th PERCENTILE SPEED: 24.8 MPH PERCENT UNDER PACE: 8.8 % University 2013-48 201 U A ST Q 0 = OOoN )V NN- O V v D 1V�1V 0 Q V V o N V-O 888 00 ©m o,n 0000w01.07 .,:- 880 C 08000880 Op� um• l (01n D Z X_, -,, i ° imuriiiimempRIIPI 1111111.1111611111111 � ' 1111111111111111111111111111111111111111� � �; � F,■ ■■11■■■ 1111■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■■ o W ■ 1111■■■■ 1111 ■■.1111■ ■ ■■■■ 1111 ■11 ■ ■�■■■ ■■1111■■ w ■ .■■■■i■■ ui■■■■ ■■■_■.■ _ .ii■■ ■ui■■■.■■i■ ■11■■ o ■ .■.■■11■.■i■■ .1111�.■11■■■.U■�..■■ ■■■■■■■.■U1111■■ w CO ~ ■■■■■■■■■■111111=■.■1111■.■.■11■.■.1111■■■■1111.■.■.■11■■ °aw w a ■.■■■■■1111■■.■11■.■1111 . 11.11 ..■■■.■■■■■ ■ ■ ■_■■■■■■■■■■.■■.■■■ ■O■■■ .■.■.■■■■■■■■■■■■■■■■0 o u a) w ............................................. ■■■■■■■■11■■■■■■■.■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ I►. jN11■■■■ ■■.....=■11111111■■■■ ■ ■■11■■11■u■■■■■■■.■■■■ •o mom 11.. ....... .■.■... ......■■■.■■.■■.■. mw 11..■.■�..■1■.■.■■■_■. ■ . ..■.■■■■■..■.■■■■■1 Q = .,•••••••••••••••••••••••••••••••••••••••••••••• ao o ,:°^■=.1.11■■■■■■■=■■11.11■ ■■11.•11..■=■11■■■■■■■■■■■11■■ Z �w ■ ■ .1111111■■■. ■■.■ ■�■■■.. ■ ■•■11■■■■■■■ H ■■ �W a) w .) ■ .■■■ ■■ ■.■■.■ ■ .....................m. 00- ■1111i1.■■■11■■1■■■■.■ ■■■.■■■■.11■■11■ ■■■.■■■■■■■■ M 2 ■11■■■.■■ ■■■11■■ ■■■■.■■ 11■■■►■■■■ ■■■■N■■ L -, - C�=1■■■■..■.0 f11■■■■■�11CS.■■11S■■■..■■■.1■■■■■■■ H ■■■■■■■■■■..■ ■■■.■■■■■.■.li.■■■■►•\■■■■■■■■■■■■ >-► L oQ 11.11■■111■■■■11.=■■■■■■■1.111111■■■ roofs ■■■■■■■■1111■ 0 ' E L0■■■ ..■ 1111■■■■11 1111■■11■■ . ■■■■\ �►■a■■■■ ■■■11■ �i/ Q ■■■M■■■M■■ ■11■■=■=_■■■■M■M■■■■►•O\,�►•\■■_■M■■_■■ > ¢ O w z ■ ■1■■■ 1■ .11■■■■ ■■■■■■ ►1■ ■ \\\.o■■ ■■■■ ■■ w w U > O .R■ ■11■■ ■ ■.•■1■■■U■■■■■1.,�\W\Q\\\■U■■■■■■■■ ° .. o w t ■ 1111111111■11■ 1111 ■ 111111■■■1111\111111..Mah 11\ a\■■■■■■ 12 CI) Lc o B 000000080 008 80080 a 888 88880°888888888 N 0088 <0) - AU o HHIIHIIIIIHIIIIIH:i A ,11� Ii1�111N 1 a) ■.■■11■■■■■■■ ■11.■1111■11m...■■■■■■■......■■■■ Q �......i......iii■............................. o �w ■■■■■■■■■■■■ ■■u■■■■■■11■■■■■■■■■■■■■■■11■■■■■■ ww ■..■■■■■■11■■=_111■■11■■11■.11■■..■■11■■■■.11■■■■11.1111■ Uw '11■■■■ ■■■■11■ ■■■■■■■■■■■■■ 1111■1111■■■■11■■■■■■■1111 Oro ■■11■■■■■■.■mu m.==■.■11.■■■■.■■■.■■■■■■■■■■.■■ (� ' . 1111■■■■■■■■■■■■■■■11■■■■■■■■■.1111■■■■■■■1111■■■■■■■ 0 �wN1111■■■■111111■■■■■■■■11■■.■■■■■■■■■■■■■■■■■■■■■■■11■ * 1i 1 1 i■ ■ . ■ .11 ■ ■ 1■ .. _■ ■ ■ 1111■ = ■11 . w 1111■■■■■■■■■■■■■1111■■11.11■■■1111.■■■■■■■■■■■■■■1111.■ (r' • $IL ■■■■■■■■■■■■■11■■■■.■■■■11■■■■■.■■■■■■■.11■■■■■■■ L� :1pw'■■■■■■■■■■■■.■■■■.■■.■■■■11■■■■■■■■■■■■■■■■■■■■ a ■11.■■■■■■ 1111■■■■ ■■■■■.■■111111■■■■■11■■■■■■■■■■■ c2 „ :w ■.1111■■■1111 11111.11■■=■■.■■■.11■.■■■■■■■.■■■11.1111■■■ EW z ■ ., r ■.■■■■.11■■■■■.■■■.■■U■.■■■■■■■■11.■■■.■■■■■■■■ 0w ° ■ 7 ■.■■■.■.■■1111■.■■■■■■.■11.■■.■■■■■■11■■■■11.■■■■■■ U z9■■■■■■■.■■■■■■■■■■■■■■■11■■■1111■■■11■11.■■■11.■.11■■ w 1111■■■■■■■11■■■■■■■.■■■■■1111■■■■■■■■■■■■ ■■■■■■11■ o cl ,, ■■■■■■■■■■■■■■■■■11■■■11■..■■■■■\■\..■■i■.■.■■.. -- ■■■■■■■11■■■■■.■■■■■■■■■■■.■■■■►■► ■■■■■■■■11■■■ F- • ■...■.■■■■■.11■■■.■■■.■■1111■■.■.11■\►�i■■■■.■■■■11■. 0 ■■■■■■■I■■■■■■■■■■■■.■■U■■■■■■�OO1.■■■■■■■■■■■ e 1111 ■■11■ ■■■■■■■1111.■■■■■ ■■■.1.\a\a1111■■.■■■■■■■ w z .■1■■■.11.■■■■■■■■■...■■■■.■■.■,.,,...■■.■■■■11. r , ° • Ia■.■.■11■11.■■.■■■11■■■■■■■■►.a11►►o►►►■►►.■■■■■■ 0 .. < W W < ■■11■■■■.■■■■■■■■■■■■►►.11■►■.111111►►•►,•11■►■a■.11■.■ Q a 0) B 8 0800000088 808880000 008080080 880808080 N 80000 >w 3 202 ENGINEERING AND TRAFFIC SURVEY CITY OF MOORPARK HaWALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA RD DATE: 6/5/2013 SURVEY BY: C. BUENDIA TIME: 1:45 PM - 3:00 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY SOUTH OF FOREST GLENN DATE OF SURVEY 6/5/2013 85th PERCENTILE 35.0 MPH 10 MPH PACE 27-36 MPH PERCENT IN PACE 84.5% POSTED SPEED LIMIT 30 MPH ACCIDENT HISTORY NO.OF MONTHS OBSERVED 24 SPEED-RELATED ACCIDENTS 2 TOTAL ACCIDENTS 3 ANNUAL ACCIDENT RATE 1.00 ACCIDENTS PER YEAR(SPEED RELATED ONLY) ACC./MILLION VEH.MILES 1.49 ACCIDENTS PER MVM(SPEED RELATED ONLY) TRAFFIC FACTORS AVERAGE DAILY TRAFFIC 2,300 LANE CONFIGURATION 1 LANE PER DIRECTION TRAFFIC CONTROLS SIGNAL-TIERRA REJADA / STOP-HILLSIDE/MTN TRAIL CROSSWALKS AT TIERRA REJADA / STOP-HILLSIDE(sch)/MTN 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 SUGHT UP/DOWNHILL GRADES HORIZONTAL CURVE GRADUAL-MODERATE"S"CURVES LATERAL VISIBILITY LIMI I ED SIGHT DISTANCE(Areas of) ROAD CONDITIONS GOOD SIDEWALKS/DRIVEWAYS YES/NO STREET LIGHTING YES OTHER DBL YELLOW CENTERLINE / BUS PULL OUTS ADJACENT LAND USE RESIENT1AL(non-fronting) RECOMMENDED SPEED LIMIT I 30 MPH 1 SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The portion of Walnut Creek Road has one lane of travel in each direction. The speed survey resulted with an 85th percentile speed of 35.0 mph and a 10 mph pace range of 27 to 36 mph. Field observations include residential non-fronting to the roadway, bus stop pull-outs, bike lanes, several stops and intersecting streets, and tight horizontal. The sight distance is approximately is 245 feet east of Arbor Hill and the required sight distance for 35 mph is 250 feet.Therefore, it is recommended that existing 30 mph be maintained. File:Walnut Creek 2013-49 203 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI WALNUT CREEK ROAD MOUNTAIN TRAIL ST TO TIERRA REJADA F DATE: 6/5/2013 SURVEY BY: C.BUENDIA TIME: 1:45 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 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 97.4% 37 x 95.7% 36 x 93.1% }PACE 35 X 85.3% }PACE 34 x 75.9% }PACE---85PCT 33 x 67.2% }PACE 32 x 59.5% }PACE 31 x 49.1% }PACE ---MEAN 30 x 37.1% }PACE 29 x 26.7% }PACE 28 x 18.1% }PACE 27 x 12_1% }PACE---15PCT 26 x 8.6% 25 x 4.3% 24x 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: 35.0 MPH PERCENT OVER PACE: 6.9 % MEDIAN SPEED: 31.1 MPH PERCENT IN PACE: 84.5 % 15th PERCENTILE SPEED: 27.5 MPH PERCENT UNDER PACE: 8.6 % Walnut Creek 2013-49 204 • U Z • ¢ - 1� 1111 - 0 cJ ET 007hNNU)NUU) U)VVVVVVVVVVc7 [7 C0)4�S N NNNOf^DN00 (? 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BUENDIA TIME: 12:30 PM - 1:45 PM CHECKED BY: JERRY STOCK PREVAILING SPEED DATA LOCATION OF SURVEY EAST OF HAVENCREST DATE OF SURVEY 6/5/2013 85th PERCENTILE 39.9 MPH 10 MPH PACE 32-41 MPH PERCENT IN PACE 82.6% 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-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 I 35 MPH 'SPEED LIMIT CHANGE I NO CHANGE JUSTIFICATION: The recommended 35 mph is within 4.9 mph of the 85th percentile speed and meets CVC standards. File:Walnut Creek 2013-50 206 RADAR SPEED DISTRIBUTION SHEET CITY OF MOORPARK HCI WALNUT CREEK ROAD TIERRA REJADA RD TO MOUNTAIN MEADOW DR DATE: 6/5/2013 SURVEY BY: C. BUENDIA TIME: 12:30 PM - 1:45 PM CHECKED BY: JERRY STOCK CUMULATIVE 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 98.5% 43 x xl 97.0% 42 x 94.7% 41 x 92.4% }PACE 40 x 86.4% }PACE 39 x 76.5% }PACE---85PCT 38 x 69.7% }PACE 37 x 62.9% }PACE 36 x 53.8% }PACE 35 x 43.2% }PACE ---MEAN 34 x 31.8% }PACE 33 x 24.2% }PACE 32 x 17.4% }PACE 31 x 9.8% ---15PCT 30 x 5.3% 29 x 2.3% 28 x 0.8% 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: 39.9 MPH PERCENT OVER PACE: 7.6 % MEDIAN SPEED: 35.6 MPH PERCENT IN PACE: 82.6 % 15th PERCENTILE SPEED: 31.7 MPH PERCENT UNDER PACE: 9.8 % Walnut Creek 2013-50 207 U L - O 0 „ ®1�Be� OB080 B 0 .., fD.001I. n,,,,,, ,,,,, ° NNNNNNN ,----- 0 2 IIIIIIMrairilinir g Q,- ■I P- II I I I I tc - 111111111111111111111111111111111111111111 g r°,..■■ .■■■M.M...........■■■.■■■■MM■■■■..■M■■■E■ O w ..............1............ ..0............... w ■■..■.■■.■■■.. ■■■■.■■■■uE■ ■■MMEMM■■ ■■O ■■M■ I E■■EM..■■M■■■■ ■■ ■■■M..ME■ E■ ■M.MM■ ■■ ■■M■■ w° M ¢ 17 ■■■■..■■■.■■..M■MEMMEM■.■■■ ■■M■.M■■■ ME■.■■■■ �w s) N. ■ ■ E■■M .. ■ 1 ■ .. .. . ■. E ■ ■ daO w w .M■EM ■■.■■ ■. ■ ■■m ■■M■MEMMEE■■E.■ ■■■EEM■ a) '' •u••••••::: APPENDIX B 209 Radar Certification r, Certificate of Completion and Competency DOPPLER RADAR OPERATION mine 0:artp8ys4rlidi a z nee Depanmem Transportation has successIc*completed a coarse of Instruction In the operation of Moving Oar and Stationary Doppler Radar and,is e deemed competent to!Naze •Doppler., ..ar to de. :ermine the velocity otmot"It es. 7/23/91 AMnFir POMP t1-41 316 East Ninth Street. Owensboro,KY 42301.: Subsidiaries of MPO,inc. (502)005-0200 210 • TRAFFIC RADAR CERTIFICATION RHFInc. TESTED TO NHTSA SPECIFICATIONS/IACP CRITICAL PERFORMANCE STANDARDS CE 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 I TEST ID Date Received Certification Number e- 3 - / 3 Cs'?03 Manufacturer Model: Type(1-IV) Directional radar Same direction 2 DEVICE ID Ai P /d /<— III ❑ Yes e No _ ❑ Yes 0"No Counting unit S/N Antenna-1 S/N N/A Antenna-2 S/N N/A §2.4/§5.4 Low s eed fork S/N Last date calib. Freq.(Hz) Speed(mph) Measured(Hz) 3 TUNING FORK 2 i 6 9 7 i ? 1 `' L PAS FAIL CALIBRATION High speed fork S/N Last date calib. Freq.(Hz) Speed(mph) Measured(Hz) ' : Vw _.. ~'" ` ii "« . " ' Lo fork High fork Fork speed(mph) 35 65 Stationary mode §2.5/§5.5 Disp.Speed(mph) 3<- e''C ' 4 RADAR DEVICE Expected. Displayed. FC6.9 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 I Antenna 2 §2.6.1./§5.6.1 Voltage(V) 13.6 V Freq.GHz may° /3 ' Freq.GHz N/A 5 TRANSMISSION Standard supply Antenna l _ Antenna 2 AS FAIL 7 FREQUENCY Voltage-20%(V) 10.8 V Freq.GHz e V+/I ¶ Freq.GHz N/A STABILITY Standard supply Antenna 1 _ Antenna 2 voltage+20%(V) 16.3 V Freq.GHz 7--V.I r-i Freq.GHz N/A §2.6.5/§5.6.5 Mfg.Spec. Antenna 1 Antenna 2 6 POWER DENSITY (max mW/cm) < 5 Power(mW/cm) AS FAIL ( ) Power(mW/cm) N/A §2.8/§5.8 Mfg.spec. LVA activates LVA deactivates 7 LOW VOLTAGE (V) <_10.8V _ (V) ' (V) /�//r PASS FAIL 8 §2.9.1/§5.9.1 A. Audio tone correlates with received Doppler signal B'Yes ❑ No .PAS FAIL DOPPLER AUDIO B. Functioning audio volume-adjustment control L1'Yes ❑ No §2.12.4/§5.12.4 Mfg.Spec. Test results 9 INTERNAL ,°z J Z PASS FAIL CIRCUIT §2.12.6.5/§ A. Selects only targets moving towards radar ❑ Yes ❑ No 2r-N.A. 10 5.12.6.5 B. Selects only targets moving away from radar ❑ Yes ❑ No Er N.A. PASS FAIL DIRECTIONAL Stationary mode: Low speed spec. 20 Lo speed disp. Z U target channel(mph) Hi speed spec. 199 Hi speed disp. /'7`5? §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 FAIL SPEED DISPLAY Hi speed spec. N/A Hi 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 §2.13/§5.13 - a 12 we y PASS FAIL RFI TEST _ r : ;:: : -__f' �.i.;; '. , _._. .. . .�.. ._ .�...;,., 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 f 1PASS ❑ FAIL 14 NHTSA/IACP CERTIFICATION --7;-1-41 Certified by: +ro Date: z_3_/3 15 INVENTORY U Fork Cert ❑Manual ❑2n°Ant. ❑Remote ❑Bat. ❑Carrying Case Other:(please list) 211 TRAFFIC RADAR CERTIFICATION RIFEF Inc. TESTED TO NHTSA SPECIFICATIONS/IACP CRITICAL PERFORMANCE STANDARDS I[((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 Receive M Certification Nu ber I 6- / 3 V?0'4' Make: Model: Type(I-IV) Directional radar Same direction 2 DEVICE ID Kustom Electronics KR-10SP IV Li Yes 2'No Li Yes Le-No Csptir null SiN,y. I Antenna-1 S/N( ( /oE Antenna-2 S/N 2.4/ 5.4 Low„speed fork S/N ::::: :: ::. Speed(mph) M:: ed _ur (Hz) 3 TUNING FORK S°r S� S , PAS FAIL CALIBRATION High speee fork 1 Spe (mph) Mur ,Hz1 I gi - ; .'_. `" Lo fork High fork Fork speed(mph) 35 65 Stationary mode §2.5/§5.5 Disp.Speed(mph) ..?r ( 4 RADAR DEVICE Expected. Displayed. PAS FAIL TUNING FORK Moving mode TARGET SPEED TESTS Opposite Direction (Hi fork—Lo fork) (mph) 30 (mph) Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork+ fork (mph) N/A (mph) N/A __ Ho fork-Lo fork Standard supply Antenna 1 Antenna 2 7 §2.6.1./§5.6.1 Voltage V 13.6 V Freq.GHz Z ,/1/7- Freq.GHz 5 TRANSMISSION Standard supply Antenna 1 Antenna 2 PAS FAIL FREQUENCY Voltage—20%(V) 10.8 V Freq.GHz 4.7/‘2- Freq.GHz STABILITY Standard supply Antenna 1 Antenna 2 voltage+20%(V) 16.3 V Freq.GHz .y./t Freq.GHz _ §2.6.5/§5.6.5 Mfg.Spec. Antenna 1 �f Antenna 2 6 POWER DENSITY (max mW/cm) < 5 Power(mW/cm) ,- T Power(mW/cm) PAS FAIL i §2.8/§5.8 Mfg.spec. LVA activates LVA deactivates 7 LOW VOLTAGE (V) <10.8 V (V) , 3 (V) /Q e�/ PAS FAIL 8 §2.9.1/§5.9.1 A. Audio tone correlates with received Doppler signal "Yes ❑ No PAS, FAIL DOPPLER AUDIO B. Functioning audio volume-adjustment control G Yes C No. §2.12.4/§5.12.4 Mfg.Spec. Test results 9 INTERNAL 32 I FAIL CIRCUIT i Z §2.12.6.5/§ y A. Selects only targets moving towards radar ❑ Yes U No ITN A. y 10 5.12.6.5 B. .Selects only targets moving away from radar ❑ Yes O No LrN.A. I PASS FAIL DIRECTIONAL Stationary mode: Low speed spec. 15 Lo speed disp. / f ` target channel(mph) Hi speed spec. 175 Hi speed disp. / 7 s §2.12.71§2.12.8/ ` 5.12.7/5.12.8 Moving Mode Low speed spec. 20 Lo speed disp. ` L, 11 -LOW AND HIGH target channel(mph) PAS FAIL SPEED DISPLAY Hi speed spec. 155 Hi speed disp. / r 1 TEST Moving Mode: Low speed spec. 20 ' Lo speed disp. Z p patrol channel(mph) Hi speed spec. 80 Hi speed disp. Q Q a 12 §2.13/§5.13 1: i F c r RFI TEST . _ _ ,. .~ h ._y.�. .. _._ .�_ . s .. ... PA FAIL 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 %PASS 0 FAIL 14 NHTSA/IACP CERTIFICATION Certified by: f Date: 46"." —/ 3 15 INVENTORY ❑Fork Cert Manual ❑2°d Ant. ❑Remote ❑Bat. ❑Carrying Case Other:(please list) 212