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HomeMy WebLinkAboutAGENDA REPORT 1990 0725 CC REG ITEM 11ABERNARDO M. PEREZ Mayor SCOTT MONTGOMERY Mayor Pro Tem ELOISE BROWN Councilmember CLINT HARPER, Ph.D. Councilmember PAUL W. LAWRASON, Jr. Councilmember LILLIAN KELLERMAN City Clerk MOORPARK ITEM�L• �. OORPARK, CALIFORNIA ; /Fig - -a� STEVEN KUENY City Manager z� CHERYL J. KANE City Attorney 04 PATRICK RICHARDS, A.I.C.P. `9Director of Community Development o R. DENNIS DELZEIT City Engineer JOHN V. GILLESPIE Chief of Police RICHARD T. HARE City Treasurer M E M O R A N D U M TO: The Honorable City Council FROM: Kenneth C. Gilbert, Director of Public Work DATE: July 20, 1990 (Council Meeting 7- 25 -90) SUBJECT: Traffic Speed Study BACKGROUND This item is continued from your meeting of July 11. Please refer to the staff report previously distributed for the Consultants report and staff recommendations. FURTHER REVIEW At the meeting of July 11, input was received regarding appropriate speed limits for certain street segments. The Consultant has re- evaluated the data upon which his recommendations were based. After thorough review of the survey data and the mandated prerequisites for the preparation of Traffic Speed Studies, the Consultant was unable to justify any changes to the recommended speeds contained in his report. A copy of a letter from the consultant (Exhibit 1) on this matter is attached. SPEED LIMITS ADJACENT TO PARKS_._ Some question was raised with regard to lower speed limits adjacent to public parks. Also attached (Exhibit 2) is a letter from the Consultant addressing this issue. RECOMMENDATION Please refer to the July 11 report for the staff recommendation. 799 Moorpark Avenue Moorpark, California 93021 (805) 529 -6864 FRCtN 49 F'. _ CA C14ARLES ABBOTT ASSOCIATES, INC. July 20, 1990 City of Moorpark Attn: Mr. Ken Gilbert 799 Moorpark Avenue Moorpark, CA 93021 Dear Mr. Gilbert: The State of California, through the Vehicle Code and the Depart- ment of Transportation set very specific procedures for estab- lishing speed limits by engineering speed studies. These proce- dures involve the following: 1) Existing speed information; 2) Accident history; 3) Roadway condition and geometrics; 4) Vehicular volumes, and; 5) Adjacent property use. This information is compiled and evaluated using section 803.3 of the California Department of Transportation Traffic Manual per eections 22357 and 22358 of the California Vehicle Code. I have reevaluated the speed survey segments and Council was con- cerned with and found that there are no undiscovered special cir- cumstances which would justify a reduction of the speed limits recommended in my report. „ If you have any questions, please give me a call at (213) 541- 0671. Since ely, f Kevin W. Smith Project Engineer MANAGEMENT AND ENGINEERING PROFFSSIONAIN FRON F F. CA E.�tkte��r 2 CHARLES ABBOTT ASSOCIATES, INC:. 1a�Z July 20, 1990 City of Moorpark Attn: Mr. lien Gilbert 799 Moorpark Avenue Moorpark, CA 93021 Dear Mr. Gilbert: In response to your request for information regarding the new CVC allowing lower speed limits near park playgrounds, I have ac- quired the following information. The section you are referring to is CVC #22357.1 "Decrease Near Children's Playgrounds" (attached). The important section of this code deals with the time of restricted speed. The code states, "... during par- ticular hours or days when children are expected to use the facilities ". I checked with Gary Foxum with AAA (a member of the State Sign Committee) and he told me that no sign has yet been approved for this installation. In his opinion the sign most likely to be ap- proved will be similar to the school sign that states "when children are present ". He will keep me informed about develop- ments which are expected at the next sign committee's meeting. At this time I believe it would be premature to adopt such a resolution. If you have any questions, pleaf�e give me a call at (213) 541- 0671. Since /rely, Kevin W. Smith Project Engineer MANAGEMENT .ANT) FN(:INtT1?1NC I'RO ESSIONA1_S D*crease of Local Llaslts 22358. Whenever a local authority determines upon. the basis of an Wloe ring and traffic survey that the limit of 55 miles per hour is more is reas onable or safe upon any pportion of any street other than a 'r state highway where the limit of 55 rcu'les per hour is applicable, the local 1� authority may by ordinance determine and declare a prima facie speed limit of 50, 45, 40, 35, 30, or 25 miles per hour, whichever is found most -�2 BI-MJ Z °ar facilitate the orderly movement of vehicular traffic and would be of all reasonable and safe upon any state highway, or portion thereof, which is old a freeway with full control of access and without crossings at grade otherwise subject to a maximum s eed limit of M miles per hour,:: the Department of Transportation, with the with of the Department of the California Highway Patrol, may declare a higher maximum speed.of or 60 or 65 miles per hour, and shall cause appropriate signs to be erected ,aI giving notice thereof. The Department of Transportation shall only make a determination this under section that is fully consistent with, and in full us compliance with, federal law. le or No person shall drive a vehicle upon that highway at a speed greater than 60 or 65 miles per hour, as posted. ly le Repealed Ch. 11, Stats. 1959. Effective September 18, 1959. Added Ch. 1735, Stats. 1963. Effective September 20, 1963. Amended Ch. 78, Stats, re d 1967. Effective November 8, 1967. Amended Ch. 632, Stats. 1969. Effective November 10, 1969. Supersedes Ch. 91 and Ch. 138. i ` Amended Ch. 543, Stats. 1975. Effective lanuary 1, 1975. Amended Ch. 579, Stats. 1984. Effective January 1, 1985. Amended Ch. 25,. Stats. 1987. EfTective May 28, 1987, by terms of an urgency clause. Amended Ch. 41, Stats. 1988. Effective March 18, 1988, by terms of an urgency clause. 'Incroase of Loco/ t/mlts 22357. Whenever a local authority determines upon the basis of • an n engin wo and traffic survey that a speed greater than 23 miles per hour would facilitate the orderly movement of vehicular traffic and Is would be reasonable and safe upon any street other than a state highway e otherwise subject to a prima facie limit of 25 miles per hour, the local .y authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, or 50 miles per hour or a maximum speed limit of .e 55 miles per hour, whichever is found most appropriate to facilitate the d orderly movement of traffic and is reasonable and safe. The declared .g prima Facie or maximum speed limit shall be effective when appropate si thereof tin$ notice are erected upon the street and shall not the eafter be revised except upon the basis of an engineering and traffic survey. The provisions of this section shall not apply in respect to any 25- mile -per -hour prima facie limit which is applicable when a school passing building or the grounds thereof. n Amended Ch. 11, Stats. 1959. Effective September 18, 1959. Amended Ch. 631, Stats. 1969. Effective November y ` lo, 1969. Amended Ch. 25, Stats. 1987. Effective May 28, 1987, by terms of an urgency clause. tDarroase Near Chl /dron's Playgrounds a 22357.1. Notwithstanding Section 22357, a local authority may, by :o ordinance or resolution, set a prima facie speed limit of 25 miles per )r hour on any street, other than a state highway, adjacent to any is children's playground in a public vark ' it s when chitdren a&g exUa to use the facilitIeL. The 25 _s_p_ee_JTsmit e e miles per hour shall e effective when signs giving notice of the speed limit are posted. d Added Ch. 508, Stats. I.M. Effective January 1, 1990. D*crease of Local Llaslts 22358. Whenever a local authority determines upon. the basis of an Wloe ring and traffic survey that the limit of 55 miles per hour is more is reas onable or safe upon any pportion of any street other than a 'r state highway where the limit of 55 rcu'les per hour is applicable, the local 1� authority may by ordinance determine and declare a prima facie speed limit of 50, 45, 40, 35, 30, or 25 miles per hour, whichever is found most MOORPARK ITEM ja.T. BERNARDO M. PEREZ Mayor o P 92 SCOTT MONTGOMERY MOORPARK, CALIFORNIA F - Mayor Pro Tem city Meeting ELOISE BROWN of Councilmember CLINT HARPER, Ph.D. AC110N: C °qar Councilmember PAUL W. LAWRASON, Jr. Councilmember LILLIAN KELLERMAN City Clerk M E M O R A N D U M STEVEN KUENY City Manager CHERYL J.KANE City Attorney PATRICK RICHARDS, A.I.C.P. Director of Community Development R. DENNIS DELZEIT City Engineer JOHN V. GILLESPIE Chief of Police RICHARD T. HARE City Treasurer TO: The Honorable City Council / V FROM: Kenneth C. Gilbert, Director of Public Works DATE: June 26, 1990 (Council Meeting 7- 11 -90) SUBJECT: Traffic Speed Study KtA w t1+� i w"I Presented herewith is the Traffic Speed Study ( Exhibit 2) for certain designated City streets in the City. On the basis of this study, speed limits can be established by the City Council by adoption of the attached Resolution (Exhibit 3). DISCUSSION A. Background At the meeting of April 4, 1990, the City Council retained the services of Charles Abbott Associates to prepare a Traffic Speed Study for the City. This study was prepared in order to comply with the provisions of the California Vehicle Code pertaining to the use of radar for the enforcement of speed laws. B. Study A final Draft of the Traffic Speed Study is attached as Exhibit 1. A summary of the recommended speed limits is set forth in Exhibit 1. Mr. Kevin Smith, of Charles Abbott Associates, is the Project Manager for this study. Mr. Smith will be available to describe the methods and procedures used to develop his findings and to answer any questions. 799 Moorpark Avenue Moorpark, California 93021 (805) 529 -6864 Speed Study July 11, 1990 Page 2 C. Caltrans Routes On May 5, the City Council directed that the State Highways be included in this study, if this could be accomplished in a reasonable time frame. Those street segments are not included in this first phase of the Traffic Speed Study, but are expected to be ready for transmittal to.Caltrans by mid -July. It is anticipated that this second phase of the study will be ready for City Council consideration in September. D. Repeal of Prior Actions The attached resolution establishes speed limits for all the City streets (except State Routes) requiring a posted speed limit other than the prima facie speed. It is, therefore, appropriate to repeal all prior actions taken with regard to the establishment of speed limits on affected streets. RECOMMENDATION Staff recommends that the City Council take the following actions: 1. Approve Phase I of the Traffic Speed Study (Exhibit 1) . 2. Adopt Resolution No. (Exhibit 2) ... 1) repealing certain E)rior Resolutions pertaining to speed limits; 2) establishing prima facie speeds on local streets; 3) establishing speed limits on certain designated City streets; and, 4) directing the posting of appropriate speed limit signs. CITY OF MOORPARK LOCAL STREET SPEED SURVEY SUMMARY SHEET ,CRITICAL PROPOSED POSTED NO. STREET FRCM TO SPD LIMIT SPD LIMIT SPD LIMIT 1 Spring Rd. Los Angeles Ave Peach Hill Rd. - 45 50 2 Spring Rd. Peach Hill Rd. Tierra Rejada 45 49 45 3 Peach Hill Rd Spring Mesa Verde 35 43 35 30 4 Peach Hill Mesa Verde Tierra Rejada 35 37 5 Mountain Trail St Walnut Creek Tierra Rejada 40 35 6 Mountain Trail St Mountain Meadow Tierra Rejada 42 35 7 Mountain Meadow Dr,Mountain Trail Tierra Rejada 41 35 8 Mountain Meadow Dr. Walnut Creek Tierra Rejada 32 30 9 Walnut Creek Rd Mountain Trail Tierra Rejada 30 33 30 10 Walnut Creek Mountain Meadow Tierra Rejada 31 30 1 Cedar Springs St Mountain Meadow Mountain Trail 33 30 2 High St Moorpark Ave Spring 25 38 25 �A Poindexter Ave Moorpark Ave Sierra 35 37 35 13B Poindexter Ave Sierra Gabbert 45 44 40 14 Second St Moorpark Ave Spring Rd. 25 N/A 25 5 Condor Dr Los Angeles Ave Los Angeles Ave 39 35 1 6 Princeton Ave LA Ave Campus Park 35 36 35 1 7 Campus Park Dr. Princeton Beragan St 40 47 40 1 8 Campus Park Dr Princeton Westerly 40 36 35 19 Williams Ranch Rd Peach Hill Gate 25 N/A 25 20 Gabbert Los Angeles Poindexter 43 40 21 A Tierra Rejada Freeway Spring 40 51 45 21B Tierra Rejada Rd Spring Mountain Trail 45 53 45 21C 'Tierra Rejada Rd Mountain Trail Los Angeles 45 51 45 22 Old Los Angles Ave College View City Limit 40 52 40 23 Collins Dr Campus Dr Campus Rd 47 40 24 Hearon Dr. Bitner Pl. Mahan Ct. 25 32 25 = CA CHARLES ABBOTT ASSOCIATES, INC. CITY OF MOORPARK ENGINEERING AND TRAFFIC SURVEYS INTRODUCTION This Engineering and Traffic Survey is intended to be the basis for the establishment and enforcement of a speed limit for various streets within the City of Moorpark. The survey was re- quested by the City and Sheriff's Department so that speed limits can be posted to enable the Police Department to deploy radar for enforcement. Engineering and Traffic Surveys that support the prima facie speed limit are required by Sections 40801 and 40802 of the California Vehicle Code before enforcement by radar is ap- plied. The Vehicle Code (Section 40802) offers an exception to the required survey on "local streets ". These are streets which are not federal --aid system streets as submitted to the Federal High- way Administration. These maps have been filed and copies sup- plied by Caltrans were used to make "local street" determina- tions. California Vehicle Code 22358 allows for the local authority to establish by ordinance a prima facia speed limit lower than 55 mph. This is applicable where such a reduction is justified by an engineering and traffic survey. These Engineering and Traffic Surveys were conducted in ac- cordance with procedures outlined in the State of California Traffic Manual as required by Section 627 of the California Vehicle Code. This section of the code further specifies the elements of an Engineering and Traffic Survey to include: 1. Measurement of prevailing speed. 2. Accident history. 3. Roadway characteristics not readily apparent to the motorist. Posted speed limits are primarily established to protect the general public from the unreasonable behavior of reckless, un- reliable, or otherwise dangerous drivers. They provide law en- forcement with the means to identify and apprehend violators of the basic speed law (Section 22350 of the Vehicle Code). This statute states that "No Person shall drive a vehicle on 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 i; no event at a speed which en- dangers that safety of persons cr property." MANAGEMENT AND ENGINEERING PROFESSIONALS 6866 Verde Ridge Road, Rancho Palos Verdes CA 90274 213 - 541 -0671 CHARLES ABBOTT ASSOCIATES, INC. The basic fundamentals for the establishment of speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and that the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the concensus of those who drive the highway as to what speed is reasonable and safe, and are not dependent on the judgment of one or a few in- dividuals. A radar speed survey is usually due to determine that prevailing speed of reasonable drivers. Speed limits are also established to advise of conditions which may not be readily apparent to a reasonable driver. For this reason, collision history, roadway conditions, traffic characteristics, and land use must also be analyzed before deter- mining speed limits. Speed limit changes are usually coordinated with visible changes in roadway conditions or roadside develop- ments. Unusually short zones of less than one -half mile in length should be avoided to reduce confusion. DATA COLLECTION Data was obtained regarding the prevailing speed of vehicles, collisions, visibility restrictions, roadway condi- tions, pedestrian activities, on- street parking, proximity of schools, and land use adjacent to the roadways. Radar speed measurements were conducted the week of April 9 thru 13, 1990, and were charted on Motor Vehicle Speed Forms which are available under separate cover. The results of the speed measurements are presented on the Engineering and Traffic Survey forms in the Ap- pendix of this report. Highway, traffic, and roadside conditions were analyzed for conditions not readily apparent to motorists. The criteria and operational procedures described below were applied for utilization of, electronic radar to measure vehicle speeds on various streets within Moorpark. The specific location of data collection was selected after considering the following: a. Minimum stop sign or traffic signal influence. b. Minimum visibility restrictions. C. Non congested traffic flow away from intersections, major driveways, crosswalks, railroad crossings, and unusual turning movements. d. Minimum influence from parked vehicles, dips, curves, or roadway conditions that would affect the normal operation of a vehicle„ The hours of radar operation were restricted to day time off -peak periods (8:45 a.m. to 3:45 p.m.). The surveys were con- ducted in clear weather. A radar unit was utilized and using an unmarked vehicle. CHARLES ABBOTT ASSOCIATES, INC. While performing the speed survey, the specific location along the street was chosen in order to pick up a maximum amount of samples traveling at a stable cruising speed (not accelerating or decelerating). The accident rate is expressed in accidents per million vehicles miles (A /MVM). The accident data was obtained from com- puterized Statewide Integrated Traffic Records Systems (SWITRS) reports which are maintained by the California Highway Patrol, and from the County Sheriff's records. For the purpose of this study, information from calendar years 1988 and 1989 was used. PROCEDURES The results of the radar speed measurements were computed and analyzed and are summarized on the Engineering and Traffic Survey Forms found in the appendix. Significant values obtained from the computations are as follows: The Critical Speed, or 85th percentile speed, is that speed at or below which 85 percent of the traffic is moving. This speed is the primary guide in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the Critical Speed are not considered reasonable and safe. Speed limits set significantly lower than the critical speed make a large number of reasonable drivers "unlawful ", and do not facilitate the orderly flow of traffic. Therefore, the accepted practice is to set the speed limit at or within the 5 mph increment below the Critical Speed unless other fac- tors require a lower limit. Speed limits set on this basis provide law enforcement officials with a means of control- ling reckless or unreliable drivers who do not conform to what the majority finds reasonable. The 10 mph pace is the 10 mph speed range which contains the most vehicles. It is a measure of the dispersion of speeds within the samples surveyed. The accepted practice is to deep the speed limit within the 10 mph pace after consider- ing the Critical Speed and any factor requiring a speed lower than the Critical speed.. Accident rates calculated from available data were compared to accident rates that can be reasonably expected to occur on streets and highways considering the volume of traffic accom- modated. These anticipated accident: rates have been developed by Los Angeles County and are considered reasonable for use in the City of Moorpark. As previously indicated, speed limits are usually set at or near the Critical Speed unless there are other factors not readily apparent to a reasonable not:.orist with may justify a lower limit. The field reviews ­on-;ider:ed the following factors: CHARLES ABBOTT ASSOCIATES, INC. 1. Street width and alignment. 2. Pedestrian activity and traffic flow characteristics. 3. Number of lanes, and other channelization and striping patterns. 4. Frequency of intersections, driveways, and on- street parking. 5. Location of stop signs and other regulatory traffic control devices. 6. Visibility obstructions. 7. Land use and the proximity of schools. 8. Uniformity with existing speed zones in adjacent juris- dictions. 9. Any other unusual condition not readily apparent to the driver. SUMMARY The Engineering and Traffic Survey Sheets, presented in the Appendix, illustrate results of a thorough evaluation of the available data and indicate recommended speed limits for the streets surveyed. Attachment "A" summarizes these results and represents the speed limits proposed for the surveyed. The City Council should adopt a Resolution establishing prima facia speeds on local streets per attachment "A ". The Resolution should also establish speed limits on city streets within Moorpark per attachment "A ". This will bring the city's Engineering and Traffic Studies into conformance with all ap- plicable section of the California Vehicle Code thus allowing en- forcement of speed limits with radar or other electronic speed measuring devices. It should be noted the recommendations contained in this report are intended to establish prima facie speed limits. Prima facia limits attempt to advise the motorist, and enforcement, of the reasonable speed for a parti: °ular section of highway for prevailing conditions. They are not intended to be absolute. All violations of these speed limits are actually violations of the basic speed law (Section 22350 of California Vehicle Code). This statute states that a persori shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit merely suggests a safe speed under normal condi--ic 3. APPENDIX CITY OF MOORPARK ATTACHMENT A LOCAL STREET SPEED SURVEY SUMMARY SHEET C.V.C. PROPOSED PRIMA FACIE POSTED CRITICAL PRIMA FACIA PROPOSED NO. STREET FROM TO SPD LIMIT SPD LIMIT SPD LIMIT SPD LIMIT SPD LIMIT 1 Spring Rd. Los Angeles Ave Peach Hill Rd. 55 45 50 45 45 2 Spring Rd. Peach Hill Rd. Tierra Rejada 55 45 49 45 45 3 Peach Hill Rd Spring Mesa Verde 55 35 43 35 35 4 Peach Hill Mesa Verde Tierra Rejada 55 35 37 30 30 5 Mountain Trail St Walnut Creek Tierra Rejada 55 40 35 35 6 Mountain Trail St Mountain Meadow Tierra Rejada 55 42 35 35 7 Mountain Meadow Dr, Mountain Trail Tierra Rejada 55 41 35 35 8 Mountain Meadow Dr,Walnut Creek Tierra Rejada 55 32 30 30 9 Walnut Creek Rd Mountain Trail Tierra Rejada 55 30 33 30 30 10 Walnut Creek Mountain Meadow Tierra Rejada 55 31 30 30 11 Cedar Springs St Mountain Meadow Mountain Trail 55 33 30 30 12 High St Moorpark Ave Spring 25 25 38 25 25 113A Poindexter Ave Moorpark Ave Sierra 55 35 37 35 35 13B Poindexter Ave Sierra Gabbert 25 45 44 40 40 14 Second St Moorpark Ave Spring Rd. 25 25 N/A 25 25 15 Condor Dr Los Angeles Ave Los Angeles Ave 25 39 35 35 16 Princeton Ave LA Ave Campus Park 55 35 36 35 35 17 Campus Park Dr. Princeton Beragan St 55 40 47 40 40 18 Campus Park Dr Princeton Westerly 55 40 36 35 35 19 Williams Ranch Rd Peach Hill Gate 25 25 N/A 25 25 20 Gabbert Los Angeles Poindexter 25 43 40 40 21A Tierra Rejada Freeway Spring 55 40 51 45 45 21 B Tierra Rejada Rd Spring Mountain Trail 55 45 53 45 45 21C Tierra Rejada Rd Mountain Trail Los Angeles 55 45 51 45 45 22 Old Los Angles Ave College View City Limit 55 40 52 40 40 23 Collins Dr Campus Dr Campus Rd 55 47 40 40 24 Hearon Dr. Bitner Pl. Mahan Ct. 55 25 32 25 25 CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 1 STREET: Spring Rd. FROM: Los Angeles Ave TO: Peach Hill Rd. DIRECTION: Both ROAD WIDTH: 35' USE: Access Controlled LENGTH: 0.6 Miles ADT: 8899 # OF VEH. MPH DATE: 4/11/90 WEATHER: Clear ENGINEER: K.W. Smith e-A)5 # OF LANES: 1 each Dir. . CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 9 A/MVM: 2.31 FREQ. CUML. 0 0 TO 4 0% 0% 0 5 TO 9 0% 0% 0 10 TO 14 0% 0% 0 15 TO 19 0% 0% 0 20 TO 24 0% 0% 0 25 TO 29 0% 0% 6 30 TO 34 " "" 4% 4% 10 35 TO 39 " " " "" 6% 10% 66 40 TO 44 •,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,, *.. *..............,,.,,, 43% 53% 45 45 TO 49 .............. ............................... 29% 82% 26 50 TO 54 ' * " " " " "` *' * * *' * " "" 17% 99% 2 55 TO 59 1 % 100% 60 TO 64 0% 65 TO 69 0% 155 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40 -49 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 111 CRIT SP. (85 %): 50 PROP S.L.: 45 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI IC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 2 WEATHER: STREET: Spring Rd. FROM: Peach Hill Rd. TO: Tierra Rejada DIRECTION: Both A/MVM: ROAD WIDTH: 31 FREQ_ CUMI__ USE: Access Controlled LENGTH: 0.6 Miles ADT: 6317 2% # OF VEH. MPH 35 TO 39 ` * * " " * * *' *` * * * *` DATE: 4/11/90 WEATHER: Clear ENGINEER: K.W. Smith # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 9 A/MVM: 3.25 FREQ_ CUMI__ 116 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40 -49 POSTED S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 80 CRIT SP. (85 %): 49 PROP S.L.: 45 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUB1 fiC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 2 30 TO 34 2% 2% 18 35 TO 39 ` * * " " * * *' *` * * * *` 16% 17% 36 40 TO 44 ..... ............................,.. 31% 48% 44 45 TO 49 ... .............................., .......... 38% 86% 16 50 TO 54 ` *` * " * * * * * " * *` 14% 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 116 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40 -49 POSTED S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 80 CRIT SP. (85 %): 49 PROP S.L.: 45 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUB1 fiC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 3 STREET: Peach Hill Rd FROM: Spring TO: Mesa Verde DIRECTION: Both ROAD WIDTH: 40 USE: Res (Dir /font) Access LENGTH: 0.5 Miles ADT: 3935 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith iws: # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 2 A/MVM: 1.39 FRFO_ CIIMi a PRIMA S.L.: 0 TO 4 i 0% 0% CRIT SP. (85 %): 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 2 25 TO 29 2% 2% 22 30 TO 34 " " " " " " " " " "" 19% 21% 46 35 TO 39 ............... ............................... 40% 60% 41 40 TO 44 .......... ............................,.. 35% 96% 4 45 TO 49 "" 3% 99% 1 50 TO 54 ' 1 % 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% a PRIMA S.L.: 55 POSTED S.L.: None CRIT SP. (85 %): 43 PROP S.L.: 35 COMMENTS: 100% 100% 10 MILE PACE: 35 -44 # OF VEHICLES IN 10 MILE PACE: 87 I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI W WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 4 STREET: Peach Hill FROM: Mesa Verde TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Res (direct access /contr) LENGTH: 0.5 Miles ADT: 3726 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith 4:�LoS # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 1 A/MVM: 0.74 5 FRED_ Cl1ML_ ,— 0 TO 4 0% 0 % POSTED S.L.: 5 TO 9 0% 0% PROP S.L.: 10 TO 14 0% 0% 15 TO 19 0% 0% 5 20 TO 24 " "' 5% 5% 15 25 TO 29 " " " " " " "` 14% 18% 52 30 TO 34 ..................... ...................,,,,.....,., 47% 65% 31 35 TO 39 ............................... 28% 94% 7 40 TO 44 " " "` 6% 100% 45 TO 49 0% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 110 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 83 CRIT SP. (85 %): 37 PROP S.L.: 30 COMMENTS: 100% I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED_ BY _ TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 5 STREET: Mountain Trail St FROM: Walnut Creek TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Cont (Res) (School) LENGTH: 0.4 Miles ADT: 1355 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K. W. Smith P05 # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK 0 TO 4 ACC. (2YRS): 1 A/MVM: 2.53 roman n1 IRRI Wi 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 51 CRIT SP. (85 %): 40 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL IC WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY _ fiTLE . 0 TO 4 0% 0% 5TO9 0% 0% 10 TO 14 0% 0% 2 15 TO 19 2% 2% 9 20 TO 24 " " " "* 9% 11% 25 25 TO 29 " " " " " " "` * "' * " "* 25% 36% 26 30 TO 34 " "• * * "'•• " "`• " " "•• 26% 61% 22 35 TO 39 * *` * "' * " * " " " " "' 22% 83% 12 40 TO 44 `• " " " * *" 12% 95% 3 45 TO 49 "' 3% 98% 0 50 TO 54 0% 98% 2 55 TO 59 2% 100% 60 TO 64 0% 65 TO 69 0% Wi 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 51 CRIT SP. (85 %): 40 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL IC WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY _ fiTLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 6 STREET: Mountain Trail St FROM: Mountain Meadow TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 78 USE: Unknown (Vac) LENGTH: 0.25 Miles ADT: 1257 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smithf�3� # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 1 A/MVM: 4.36 2 FRFn ell inns W! 100% 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 58 CRIT SP. (85 %): 42 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE 0 TO 4 -o %• - o %• 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 2 20 TO 24 " 2% 2% 17 25 TO 29 " " " " " " " "'" 17% 19% 31 30 TO 34 ............................... 31% 50% 27 35 TO 39 •.. ", "••• ", " „ "•,'••,•• 27% 76% 19 40 TO 44 "' " " " " " " " "' 19% 95% 3 45 TO 49 "` 3% 98% 2 50 TO 54 2% 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% W! 100% 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 58 CRIT SP. (85 %): 42 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 7 STREET: Mountain Meadow Dr. FROM: Mountain Trail TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Controlled Acc (Res) LENGTH: 0.25 Miles ADT: 526 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith 1� # OF LANES: 1 each Dir. CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 1 A/MVM: 10.42 FRF0 [`IIMI "ts 100% 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 43 CRIT SP. (85 %): 41 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE. 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 1 15 TO 19 1% 1% 4 20 TO 24 "" 6% 7% 8 25 TO 29 " " "" 12% 19% 21 30 TO 34 " " " " " " " " " "' 31% 50% 22 35 TO 39 " " " " " " " " " "" 32% 82% 8 40 TO 44 " " "" 12% 94% 3 45 TO 49 "' 4% 99% 1 50 TO 54 1 % 100% 55 TO 59 poi, 60 TO 64 0% 65 TO 69 Oaf, "ts 100% 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 43 CRIT SP. (85 %): 41 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE. CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 8 STREET: Mountain Meadow Dr. FROM: Walnut Creek TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Controlled (Res) LENGTH: 0.2 Miles ADT: 1619 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith # OF LANES: 1 Each Direct. CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 1 A/MVM: 4.23 27 FQIZn rriieei — 0 TO 4 0% 0 %°- 5 TO 9 0% 0% 10 TO 14 0% 0% 5 15 TO 19 " "` 4% 4% 27 20 TO 24 •. "••'•. "•'•••`• "•••••„ 24% 28% 56 25 TO 29 ......................... ............................... 49% 77% 19 30 TO 34 " " " " " " " " "` 17% 94% 6 35 TO 39 " "" 5% 99% 0 40 TO 44 0% 99% 1 45 TO 49 1 % 100% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% ' ' 4 100% 100% PRIMA S.L.: 55 10 MILE PACE: 20 -30 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 83 CRIT SP. (85 %): 32 PROP S.L.: 30 with 25 mph WCP (Sc:eDol o COMMENTS: School at Tierra Rejada I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC' WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY 'TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 9 STREET: Walnut Creek Rd FROM: Mountain Trail TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Cont (Res) LENGTH: 0.65 Miles ADT: 1490 # OF VEH. MPH DATE: 4/13/90 WEATHER: CLEAR ENGINEER: K. W. Smith # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 0 A/MVM: 0.00 FREQ_ CHMI 1 UU 100% 100% PRIMA S.L.: 55 10 MILE PACE: 20 -30 POSTED S.L.: 30 # OF VEHICLES IN 10 MILE PACE: 68 CRIT SP. (85 %): 33 PROP S.L.: 30 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI. IC WORKS DEPARTMENT OF MOORPARK, CA DATED BY C ITLE 0 TO 4 i ^— 0% 0% 5 TO 9 0% 0% 3 10 TO 14 "' 3% 3% 8 15 TO 19 " " "" 8% 11% 39 20 TO 24 .......... ............................... 39% 50% 29 25 TO 29 .............................. 29% 79% 10 30 TO 34 " " " "" 10% 89% 7 35 TO 39 " " "` 7% 96% 3 40 TO 44 "' 3% 99% 1 45 TO 49 1 % 100% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 1 UU 100% 100% PRIMA S.L.: 55 10 MILE PACE: 20 -30 POSTED S.L.: 30 # OF VEHICLES IN 10 MILE PACE: 68 CRIT SP. (85 %): 33 PROP S.L.: 30 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI. IC WORKS DEPARTMENT OF MOORPARK, CA DATED BY C ITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 10 STREET: Walnut Creek FROM: Mountain Meadow TO: Tierra Rejada DIRECTION: Both ROAD WIDTH: 40 USE: Cont (Res) LENGTH: 0.4 Miles ADT: 383 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith ra: 15 # OF LANES: 1 Each Dir. CLASSIFICATION: LOC # MID BLOCK ACC. (2YRS): 1 A/MVM: 8.94 FRED. CUMI _ 0 TO 4 0% - 0 %0 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 3 25 TO 29 "' 30% 30% 5 30 TO 34 " "' 50% 80% 2 35 TO 39 20% 100% 40 TO 44 polo 45 TO 49 0% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 1 U 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 POSTED S.L.: None Posted # OF VEHICLES IN 10 MILE PACE: 8 CRIT SP. (85 %): 31 PROP S.L.: 30 COMMENTS: Very low volumes make analysis difficult. This street is similar to surrounding streets and it's speed limit should be the same for consistancv I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY _ "TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 11 STREET: Cedar Springs St FROM: Mountain Meadow TO: Mountain Trail DIRECTION: Both ROAD WIDTH: 40 USE: Cont (Res) LENGTH: 0.25 Miles ADT: 186 # OF VEH. MPH DATE: 4/13/90 WEATHER: Clear ENGINEER: K.W. Smith t=vl # OF LANES: 1 EACH DIR. CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 0 A/MVM: 0.00 FRED. CUM[ 0 TO 4 i 0% 0 % 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 6 30 TO 34 " "" 100% 100% 35 TO 39 0% 40 TO 44 0% 45 TO 49 0% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% b 100% 100% PRIMA S.L.: 55 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 6 CRIT SP. (85 %): 33 PROP S.L.: 30 COMMENTS: All together with century 21 jackets Very low volumes make analysis difficult. This street is similar to surrounding streets and it's speed limit should be the same for consistanc I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI . 1(' WORKS DEPARTMENT OF MOORPARK, CA DATED BY __ TITLE PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 12 STREET: High St FROM: Moorpark Ave TO: Spring DIRECTION: Both ROAD WIDTH: 45 USE: Commercial LENGTH: 0.35 Miles ADT: 22974 # OF VEH. MPH CITY OF MOORPARK DATE: WEATHER: ENGINEER: # OF LANES: CLASSIFICATION: # MID BLOCK ACC. (2YRS): A/MVM: 4/11/90 Clear ���� K.W. Smith PJ� 1 Each Dir. Local 6 1.02 FRFn e_llul 1 3Z) 100% 100% PRIMA S.L.: 25 10 MILE PACE: 25 -34 EXIST S.L.: 25 # OF VEHICLES IN 10 MILE PACE: 94 CRIT SP. (85 %): 36 PROP S.L.: 25 COMMENTS: Because of small shop development along High St and planned development as a shopping area pedistrian activity is high and is projected to increases Much of this activity is in the evening and after dark. A lower speed limit is justified. THEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED_ BY -- TITLE 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 1 15 TO 19 1% 1% 6 20 TO 24 " "" 4% 5% 39 25 TO 29 ........ ............................... 29% 34% 55 30 TO 34 ........................ ....................,.,,..,..,. 41% 75% 26 35 TO 39 "•" " " "• "• " "• " "" 19% 94% 7 40 TO 44 " " "` 5% 99% 1 45 TO 49 1% 100% 50 TO 54 55 TO 59 60 TO 64 65 TO 69 1 3Z) 100% 100% PRIMA S.L.: 25 10 MILE PACE: 25 -34 EXIST S.L.: 25 # OF VEHICLES IN 10 MILE PACE: 94 CRIT SP. (85 %): 36 PROP S.L.: 25 COMMENTS: Because of small shop development along High St and planned development as a shopping area pedistrian activity is high and is projected to increases Much of this activity is in the evening and after dark. A lower speed limit is justified. THEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED_ BY -- TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 13A DATE: 4/11/90 STREET: Poindexter Ave WEATHER: Clear FROM: Moorpark Ave ENGINEER: K.W. Smith TO: Sierra DIRECTION: Both # OF LANES: 1 Each Dir. ROAD WIDTH: 40 CLASSIFICATION: Local USE: Direct Access Res & Com # MID BLOCK LENGTH: 0.4 Miles ACC. (2YRS): 4 ADT: 4381 A/MVM: 3.13 # OF VEH. MPH FREQ. CUML. 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 5 20 TO 24 " "` 5% 5% 36 25 TO 29 ..... ............................... 34% 38% 45 30 TO 34 .............. ............ ».....,............ 42% 80% 13 35 TO 39 ' "` " " " " "` 12% 93% 7 40 TO 44 " " "` 7% 99% 1 45 TO 49 ` 1% 100% 50 TO 54 0% 55 TO 59 Dad, 60 TO 64 0% 65 TO 69 0% 107 _ _ 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 EXIST S.L.: 35 # OF VEHICLES IN 10 MILE PACE: 81 CRIT SP. (85 %): 37 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL1( WORKS DEPARTMENT OF MOORPARK, CA DATED BY I ITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 13B STREET: Poindexter Ave FROM: Sierra TO: Gabbert DIRECTION: Both ROAD WIDTH: 33 USE: Res Com (ss) RR LENGTH: 0.55 Miles ADT: 2893 # OF VEH. MPH DATE: 4/11/90 WEATHER: Clear ENGINEER: K.W. Smith # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 1 A/MVM: 0.86 8 FRFn e'l l ui 'u/ 100% 100% PRIMA S.L.: 25 10 MILE PACE: 35 -44 EXIST S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 64 CRIT SP. (85 %): 44 PROP S.L.: 40 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY TITLE 0 T04 0% 0 %` 5 TO 9 0% 0% 10 TO 14 0% 0% 3 15 TO 19 "' 3% 3% 8 20 TO 24 * " "` *` 7% 10% 10 25 TO 29 * * * " " *" 9% 20% 7 30 TO 34 " * * "` 7% 26% 32 35 TO 39 . ............................... 30% 56% 32 40 TO 44 . ............................... 30% 86% 12 45 TO 49 " " " " *` ** 11% 97% 3 50 TO 54 *" 3% 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 'u/ 100% 100% PRIMA S.L.: 25 10 MILE PACE: 35 -44 EXIST S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 64 CRIT SP. (85 %): 44 PROP S.L.: 40 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 14 DATE: STREET: Second St WEATHER: FROM: Moorpark Ave ENGINEER: TO: Spring Rd. DIRECTION: Both # OF LANES: ROAD WIDTH: 40 CLASSIFICATION: USE: Direct access (Res) # MID BLOCK LENGTH: 0.35 Miles ACC. (2YRS): ADT: A/MVM: # OF VEH. MPH 0TO4 5TO9 10 TO 14 15 TO 19 20 TO 24 25 TO 29 30 TO 34 35 TO 39 40 TO 44 45 TO 49 50 TO 54 55 TO 59 60 TO 64 65 TO 69 PRIMA S.L.: 25 10 MILE PACE: POSTED S.L.: # OF VEHICLES IN 10 MILE PACE: CRIT SP. (85 %): N/A PROP S.L.: 25 4/11/90 Clear K.W. Smith j!�� 1 Each Dir. Local 4 Porn (1I1RA1 COMMENTS: This is a residential street by definition and may be posted 25 MPH without full survev I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PIJBLIr' WORKS DEPARTMENT OF MOORPARK, CA DATED B Y T I'i'L,E CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 15 STREET: Condor Dr FROM: Los Angeles Ave TO: Los Angeles Ave DIRECTION: Both ROAD WIDTH: 45 USE: Commercial Direct Access LENGTH: 0.43 Miles ADT: 537 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K.W. Smith P25- # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK 5 TO 9 ACC. (2YRS): 1 A/MVM: 5.93 FRED. CUMI 116 100% 100% PRIMA S.L.: 25 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 7 6 CRIT SP. (85 %): 39 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI W WORKS DEPARTMENT OF MOORPARK, CA DATED B Y TITLE 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 3 15 TO 19 "' 3% 3% 5 20 TO 24 * " *` 4% 7% 16 25 TO 29 " " " " " " "" 14% 21% 52 30 TO 34 ........... ............................... 45% 66% 24 35 TO 39 " " " " " " " " * * " "` 21% 86% 14 40 TO 44 * " " " " " *" 12% 98% 2 45 TO 49 " 2% 100% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 116 100% 100% PRIMA S.L.: 25 10 MILE PACE: 30 -39 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 7 6 CRIT SP. (85 %): 39 PROP S.L.: 35 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBI W WORKS DEPARTMENT OF MOORPARK, CA DATED B Y TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 16 STREET: Princeton Ave FROM: LA Ave TO: Campus Park DIRECTION: both ROAD WIDTH: 0% USE: Res. controlled acc. LENGTH: 0.2 Miles ADT: 6476 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K.W. Smith kw-s' # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 0 A/MVM: 0.00 4 FRFQ_ CIIMI 115 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -39 POSTED S.L.: 35 # OF VEHICLES IN 10 MILE PACE: 86 CRIT SP. (85 %): 36 PROP S.L.: 35 COMMENTS: Raised Median I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL 1C WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY T[TLE 0 TO 4 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 1 15 TO 19 ` 1% 1% 4 20 TO 24 * *" 3% 4% 36 25 TO 29 ..,., „.., *,,,,,,,,,,,,,,,,,, *.,,... 31% 36% 50 30 TO 34 ,,,,,,,,,,,,,,,,,,, „,,,, *.,..,,.,......,,.,,..... 43% 79% 21 35 TO 39 "”' * * " * * * " "` * "` 18% 97% 3 40 TO 44 ' ** 3% 100% 45 TO 49 0% 50 TO 54 0% 55 TO 59 polo 60 TO 64 0% 65 TO 69 polo 115 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -39 POSTED S.L.: 35 # OF VEHICLES IN 10 MILE PACE: 86 CRIT SP. (85 %): 36 PROP S.L.: 35 COMMENTS: Raised Median I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL 1C WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY T[TLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 17 STREET: Campus Park Dr. FROM: Princeton TO: Beragan St DIRECTION: both ROAD WIDTH: 0% USE: Res controlled access LENGTH: 1 Miles ADT: 7049 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K. W. Smith 1 # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 1 A/MVM: 0.19 FRED. CUML. 107 0 TO 4 0% 0% POSTED S.L.: 5 TO 9 0% 0% PROP S.L.: 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 5 30 TO 34 " "' 5% 5% 18 35 TO 39 " " " " " " " "" 17% 21% 55 40 TO 44 ........................ ............,.,.........,....., 51% 73% 21 45 TO 49 " " " " " " " " ""' 20% 93% 8 50 TO 54 "" "" 7% 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 107 PRIMA S.L.: 55 POSTED S.L.: 40 CRIT SP. (85 %): 47 PROP S.L.: 40 COMMENTS: Raised Medians 100% 100% 10 MILE PACE: 40 -49 # OF VEHICLES IN 10 MILE PACE: 7 6 I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 18 STREET: Campus Park Dr FROM: Princeton TO: Westerly DIRECTION: Both ROAD WIDTH: 0% USE: Res controlled LENGTH: 0.3 Miles ADT: 537 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K.W. Smith # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 2 A/MVM: 17.01 5 FRED. CUML- 67 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 POSTED S.L.: 40 # OF VEHICLES IN 10 MILE PACE: 47 CRIT SP. (85 %): 36 PROP S.L.: 35 COMMENTS: Raised Medians I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED B Y TITLE 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 5 20 TO 24 " "' 7% 7% 24 25 TO 29 " " " "` *` 36% 43% 23 30 TO 34 " " " " "` * " " "" �" ° 34 /° ° 78 /° 10 35 TO 39 "' *` * "" 15% 93% 4 40 TO 44 "" 6% 99% 1 45 TO 49 * 1 % 100% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 67 100% 100% PRIMA S.L.: 55 10 MILE PACE: 25 -34 POSTED S.L.: 40 # OF VEHICLES IN 10 MILE PACE: 47 CRIT SP. (85 %): 36 PROP S.L.: 35 COMMENTS: Raised Medians I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED B Y TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 19 STREET: Williams Ranch Rd FROM: Peach Hill TO: Gate DIRECTION: Both ROAD WIDTH: 40 USE: Residential dir. acc LENGTH: 0.25 Miles ADT: 525 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K.W. Smithy # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 2% ACC. (2YRS): 0 A/MVM: 0.00 2 FRFC] CIIIUI 4d 100% 100% PRIMA S.L.: 25 10 MILE PACE: 25 -34 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 30 CRIT SP. (85 %): N/A PROP S.L.: 25 COMMENTS: This is a residentail street 25 MPH may be posted without full survev. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE P1JBL?{' WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY TITLE 0 TO 4 0% 0% 5 TO 9 0% 0% 1 10 TO 14 2% 2% 3 15 TO 19 "' 7% 9% 2 20 TO 24 5% 14% 18 25 TO 29 .... •• " "" 42% 56% 12 30 TO 34 " " "`•'••` 28% 84% 6 35 TO 39 " "" 14% 98% 1 40 TO 44 2% 100% 45 TO 49 mono 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 4d 100% 100% PRIMA S.L.: 25 10 MILE PACE: 25 -34 POSTED S.L.: None # OF VEHICLES IN 10 MILE PACE: 30 CRIT SP. (85 %): N/A PROP S.L.: 25 COMMENTS: This is a residentail street 25 MPH may be posted without full survev. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE P1JBL?{' WORKS DEPARTMENT OF MOORPARK, CA DATED _ BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 20 STREET: Gabbert FROM: Los Angeles TO: Poindexter DIRECTION: Both ROAD WIDTH: 31 (lanes) / 42 (total) USE: ES com WS power LENGTH: 0.3 Miles ADT: 2682 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K. W. Smith # OF LANES: 1 Each Dir. CLASSIFICATION: Local # MID BLOCK ACC. (2YRS): 1 A/MVM: 1 7n - � PRIMA S.L.: 25 POSTED S.L.: None CRIT SP. (85 %): 43 PROP S.L.: 40 COMMENTS: (11') Painted Median 100% 100% 10 MILE PACE: 35 -44 # OF VEHICLES IN 10 MILE PACE: 71 I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLI(' WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE 0TO4 1"14. V V IYI L. 0% 0% 5TO9 0% 0% 10 TO 14 0% 0% 1 15 TO 19 1% 1% 5 20 TO 24 * " *' 4% 5% 10 25 TO 29 " " " "" 9% 14% 20 30 TO 34 " " " " * "`• * * " * *` 17% 31% 26 35 TO 39 "` *' * " " " "•` * ~ * "`••• 22% 53% 45 40 TO 44 ......,,,.. . * ............................. "� 38% 91% 9 45 TO 49 " * "` *" 8% 99% 1 50 TO 54 1 % 100% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% PRIMA S.L.: 25 POSTED S.L.: None CRIT SP. (85 %): 43 PROP S.L.: 40 COMMENTS: (11') Painted Median 100% 100% 10 MILE PACE: 35 -44 # OF VEHICLES IN 10 MILE PACE: 71 I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLI(' WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 21A STREET: Tierra Rejada FROM: Freeway TO: Spring DIRECTION: Both ROAD WIDTH: 22 USE: Acc controlled (Vac) LENGTH: 0.9 Miles ADT: 17860 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K. W. Smith 1a5 # OF LANES: 1 Each Dir. . CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 3 A/MVM: 0.26 FRFn c_Ilul Id 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40-49 POSTED S.L.: 40 # OF VEHICLES IN 10 MILE PACE: 85 CRIT SP. (85 %): 51 PROP S.L.: 45 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL W WORKS DEPARTMENT OF MOORPARK, CA DATED I3Y TITLE 0 TO 4 ' 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 30 TO 34 0% 0% 7 35 TO 39 .... 6% 6% 40 40 TO 44 -•-....., . +..+ + + + +,,. +.. + +,. +. +.... +, + +. 34% 39% 45 45 TO 49 "`........,+, +. + + + + +.+.. +. +,+.....,,, +...... 38% 77% 23 50 TO 54 •••, + +. + + + + + +..... +, +.. 19% 97% 4 55 TO 59 "" 3% 100% 60 TO 64 0% 65 TO 69 0% Id 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40-49 POSTED S.L.: 40 # OF VEHICLES IN 10 MILE PACE: 85 CRIT SP. (85 %): 51 PROP S.L.: 45 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBL W WORKS DEPARTMENT OF MOORPARK, CA DATED I3Y TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 21B STREET: Tierra Rejada Rd FROM: Spring TO: Mountain Trail DIRECTION: Both ROAD WIDTH: WB 31.51 / EB 321 USE: Acc Contr (Res) LENGTH: 1.3 Miles ADT: 12593 # OF VEH. MPH DATE: 4 -12 -90 WEATHER: Clear ENGINEER: K. W. Smith K0S #OF LANES: 2 Each Dir. CLASSIFICATION: Local # MID BLOCK 0% ACC. (2YRS): 6 A/MVM: 0.50 CE30^ ^1 Iasi 100% 100% PRIMA S.L.: 55 10 MILE PACE: 45 -54 EXIST S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 96 CRIT SP. (85 %): 53 PROP S.L.: 45 COMMENTS: Raised median (14ft. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE 0 TO 4 -- 0% .. 0% 5TO9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 2 30 TO 34 " 2% 2% 4 35 TO 39 "" 3% 5% 14 40 TO 44 " " " " " "" 11% 15% 42 45 TO 49 ........... ............................... 32% 48% 54 50 TO 54 ....................... ............................... 42% 89% 10 55 TO 59 " " " "'• 8% 97% 4 60 TO 64 "" 3% 100% 65 TO 69 0% 100% 100% PRIMA S.L.: 55 10 MILE PACE: 45 -54 EXIST S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 96 CRIT SP. (85 %): 53 PROP S.L.: 45 COMMENTS: Raised median (14ft. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 21C DATE: 4 -12 -90 STREET: Tierra Rejada Rd WEATHER: Clear FROM: Mountain Trail ENGINEER: K.W. Smith I/L'a-- TO: Los Angeles 0% 0% DIRECTION: Both # OF LANES: 2 Each Dir. ROAD WIDTH: NB 32, / SB 32, CLASSIFICATION: Local USE: Access Controlled (Res) (Sch #MID BLOCK LENGTH: 0.68 Miles ACC. (2YRS): 3 ADT: 8 011 A/MVM: 0.75 # OF VEH. MPH 0% 0% 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40 -49 POSTED S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 18 CRIT SP. (85 %): 51 PROP S.L.: 45 COMMENTS: Raised Median (10 ft. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY - -- - - - -- -TITLE 0 TO 4 rncw. UUML. 0% 0% 5 TO 9 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 1 30 TO 34 17 35 TO 39 " " " " " " " "' 1 % 1 37 40 TO 44 ... ............................... �t� 15% 16% 37 45 TO 49 ..... ............................... 32% 48% 15 50 TO 54 " " " " "• "" 32% 81% 7 55 TO 59 " " "` 13% 94% 6% 100% 60 TO 64 0% 65 TO 69 0% 11d 100% 100% PRIMA S.L.: 55 10 MILE PACE: 40 -49 POSTED S.L.: 45 # OF VEHICLES IN 10 MILE PACE: 18 CRIT SP. (85 %): 51 PROP S.L.: 45 COMMENTS: Raised Median (10 ft. I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY - -- - - - -- -TITLE CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 22 STREET: Old Los Angeles Ave DATE: WEATHER: 4 -12 -90 FROM: College View ENGINEER: Clear K.W. Smith TO: City Limit DIRECTION: both ROAD WIDTH: 29 # OF LANES: 1 Each Dir. . USE: CLASSIFICATION: Local NS =Rail Road /SS Res No Acces, # MID BLOCK LENGTH: 0.75 Miles ACC. (2YRS): 0 ADT: 4133 A/MVM: 0.00 # OF VEH. MPH 0TO4 — FRED. CUML. 5T09 0% 0% 10 TO 14 0% ° 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% 0% 3 30 TO 34 "` 0% 0% 10 35 TO 39 ,'•• " "`• 2% 2% 37 40 TO 44 ...... .............................,. 8% 11% 33 45 TO 49 .. ............................... 30% 41% 22 50 TO 54 ...................... 27% 68% 9 55 TO 59 " "" "` 18% 86% 3 60 TO 64 "' 7% 93% 3 65 TO 69 "' 2% 96% 2 70+ ** 2% 98% 122 - -- 2% 100% 100% 100% PRIMA S.L.: 55 POSTED S.L.: 40 10 MILE PACE: 40 -49 # OF VEHICLES IN 10 MILE PACE: 70 CRIT SP. (85 %): 52 PROP S.L.: 40 COMMENTS: 50 MPH next cit I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC" \VORKS DEPARTMENT OF MOORPARK, CA DATED. BY TITLI; CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 23 STREET: Collins Dr DATE: 4-19-90 FROM: WEATHER: Cloudy /Dry TO: Campus Dr ENGINEER: K.W. Smith Campus Rd DIRECTION: ROAD WIDTH: 58 # OF LANES: 1 Each Dir. USE: CLASSIFICATION: Local Res Controlled Access # MID BLOCK LENGTH: 0.55 Miles ACC. (2YRS): 1 ADT: 4308 A/MVM: 0.58 # OF VEH. MPH 0 TO 4 FREQ. CUML. 5T09 0% 0% 10 TO 14 0% 0% 15 TO 19 0% 0% 20 TO 24 0% 0% 25 TO 29 0% ° 0% 8 30 TO 34 "'• "•' 0% 0% 5% 5% 80 40 TO 44 22% 26% 37 45 TO 49 ,,., ... 45% 72% 13 50 TO 54 ,•••,•,,,,•,• 21 % 93% 55 TO 59 7% 100% 60 TO 64 0% 65 TO 69 0% 176 0% Both 100% 100% PRIMA S.L.: 55 POSTED S.L.: None Posted 10 MILE PACE: 35 -44 # OF VEHICLES IN 10 MILE PACE: 117 CRIT SP. (85 %): 47 PROP S.L.: 40 COMMENTS: T TTT I-, n - -' -, 1 "Ll' 1 tr T r'A I I HE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT OF MOORPARK, CA DATED BY - -- _ _ __TI'I LI: CITY OF MOORPARK PUBLIC WORKS DEPARTMENT ENGINEERING SPEED SURVEY SEGMENT: 24 STREET: Hearon Dr. DATE: 4-19-90 FROM: Bitner P1. WEATHER: Cloudy Dry TO: ENGINEER: K.W. Smith Mahan Ct. DIRECTION: Both # OF LANES: 2 NB 1 SB ROAD WIDTH: 40 USE: CLASSIFICATION: Local Res Controlled #MID BLOCK LENGTH: 0.5 Miles ACC. (2YRS): 0 ADT: 901 A/MVM: 0.00 # OF VEH. MPH 0TO4 FREQ. CUML. 5T09 0% 0% 3 10 TO 14 "` 0% 0% 12 15 TO 19 " " " "'••• 3% 3% 27 20 TO 24 ........................... 13% 16% 33 25 TO 29 28% 44% 12 30 TO 34 "`• 34% 78% 5 35 TO 39 " "' 13% 91% 4 40 TO 44 "" 5% 96% 45 TO 49 4% 100% 50 TO 54 0% 55 TO 59 0% 60 TO 64 0% 65 TO 69 0% 96 -- 0% 100% 100% PRIMA S.L.: 55 POSTED S.L.: 25 10 MILE PACE: 20 -29 wcp at school # OF VEHICLES IN 10 MILE PACE: 60 CRIT SP. (85 %): 32 PROP S.L.: 25 COMMENTS: I HEREBY CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE ORIGINAL DOCUMENT ON FILE IN THE OFFICE OF THE PUBLIC' ''WORKS DEPARTMENT OF MOORPARK, CA DATED BY TITLE