Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
06 SPEED LIMITS 01-17-05
MEETING DATE: JANUARY 17, 2005 TO: WILLIAM A. HUSTON, CITY MANAGER FROM: PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION SUBJECT: ADOPTION OF RESOLUTION NO. 05-13 ESTABLISHING PRIMA FACIE SPEED LIMITS ON CITY STREETS SUMMARY Adoption of Resolution No. 05-13 will establish speed limits on certain streets throughout the City of Tustin based upon an engineering and traffic survey as required by the California Vehicle Code. RECOMMENDATION It is recommended that the City Council adopt Resolution No. 05-13 establishing Prima Facie Speed Limits on certain streets throughout the City of Tustin. FISCAL IMPACT Updating signs in accordance with adoption of Resolution No. 05-13 will cost approximately $7,250. Adequate funds are available in Engineering Division Account No. 01-402-6230 (Sign Maintenance and Striping) and Account No. 01-402-6625 (Traffic Signs and Paint). BACKGROUND Pursuant to the California Vehicle Code (CVC), the City has the ability to establish prima facie speed limits on City streets on the basis of an engineering and traffic survey. CVC Section 627 indicates that an engineering and traffic survey needs to be conducted in accordance with methods determined by the California Department of Transportation (Caltrans) and shall include, among other requirements, consideration of all of the following: 1. Prevailing speeds as determined by traffic engineering measurements; 2. Accident records; and 3. Highway, traffic, and roadside conditions not readily apparent to the driver. Speed limit changes are due to changes in the public's driving characteristics, accident history of the segment, and conditions not readily apparent to drivers. Standard engineering procedures and methodologies consistent with CVC requirements have been used to conduct the current engineering and traffic survey. Adoption of Resolution No. 05-13 establishing speed limits based on this survey will allow continued use of radar, or other electronic means, for enforcement of posted speed limits by the Tustin Police Department. Resolution No -05-13 Establishing Prima Facie Speed Limits on City Streets January 17, 2004 Page 2 DISCUSSION The most recent citywide speed limits were established in 1999. The CVC requires that speed limits on City streets be justified by an engineering and traffic survey conducted within five-year periods for police enforcement involving the use of radar or other electronic devices. This period may be extended to seven years for officers who have taken a 24-hour course for radar certification. The Tustin Police Department presently has eight certified officers that have taken the 24-hour course and are available for radar enforcement. Thirty four additional officers will become available for radar enforcement when Resolution No. 05-13 is adopted. The Public Works Department/Engineering Division, with extensive input from the Tustin Police Department, has completed the "2005 Engineering and Traffic Survey for the City of Tustin" and used it as the basis for establishing speed limits for 119 street segments throughout the City. Resolution No. 05-13 recommends speed limits for all of the surveyed streets. Table 1 (attached) indicates recommended speed limit increases for 26 segments, and Table 2 (attached) indicates recommended speed limit decreases for 10 segments. Speed limit increases could have been recommended on 19 other street segments based upon the speed surveys alone. However, conditions not readily apparent to motorists have been noted on these street segments as justification to retain the present posted speeds. Such conditions include accident rates, design speeds, adjacent land uses, and continuity of posted speeds between street segments. With implementation of the speed limits recommended in Resolution No. 05-13, the Public Works Department and Police Department are confident that the enforcement of the posted speed limits by radar or other electronic means will be upheld in the courts. C Tim D. Serlet Director of Public Works/City Engineer TDS: DRK: ccg: Establishing prima facia speed limits & Reso 05-13 Attachments: Tables 1 and 2 - Recommended Speed Limit Changes Speed Limits Map (Figure 1) Resolution No. 05-13 Dana R. Kasdan Engineering Services Manager TABLE Street Segments with Recommended Speed Limit Increases Street Name Segment Posted Speed Limit Recommended Seed Limit Bryan Avenue Newport Avenue to Main Street 25 35 Del Amo Avenue Edinger Avenue to Valencia Avenue 40 45 Dow Avenue Franklin Avenue to Myford Road 35 40 Edinger Avenue Red Hill Avenue to 1500' e/o Red Hill Avenue 45 50 First Street w/o Tustin Avenue (WCL to EI Camino Real 30 35 First Street EI Camino Real to Centennial Way 30 35 First Street Centennial Way to Newport Avenue 30 35 First Street New ort Avenue to Charloma Drive 25 30 Franklin Avenue Walnut Avenue to Dow Avenue 35 40 Heritage Way Tustin Ranch Road to Myford Road 30 35 Irvine Boulevard SR -55 CL to Prospect Avenue 35 40 Jamboree Road Patriot Way to Tustin Ranch Road 50 55 Jamboree Road Champion Way to Irvine Boulevard 45 50 Myford Road Irvine Boulevard to Bryan Avenue 35 40 Nisson Road Pasadena Avenue to B Street 30 35 Parkcenter Lane Tustin Ranch Road to Bryan Avenue 30 35 Pioneer Road Jamboree Road to Patriot Way 35 40 Pioneer Road Patriot Way to Peters Canyon Road 35 40 Red Hill Avenue Bryan Avenue to EI Camino Real 35 40 Red Hill Avenue Valencia Avenue to Warner Avenue 45 50 -1- Street Name Segment Posted Speed Limit Recommended Seed Limit Robinson Drive Irvine Boulevard to Jamboree Road ECL 30 35 Tustin Ranch Road Jamboree Road to Rawlings Way 45 50 Tustin Ranch Road Rawlings Way to La Colina Drive 45 50 Tustin Ranch Road 1-5 Freeway to Walnut Avenue 45 50 Walnut Avenue Browning Avenue to Tustin Ranch Road 35 40 Yorba Street S/O Santa Clara Avenue -NCL to Seventeenth Street 35 40 TABLE 2 Street Segments with Recommended Speed Limit Decreases Street Name Segment Posted Speed Limit Recommended Seed Limit Centennial Way First Street to Main Street 30 25 Holt Avenue Irvine Blvd. to Newport Avenue 30 25 Irvine Blvd. Tustin Ranch Road to Jamboree Rd. 50 45 Jamboree Road Bryan Avenue to 1-5 45 40 Main Street Newport Avenue to Bryan Avenue 40 35 Myford Road Michelle Drive to Dow Avenue 45 40 Prospect Avenue Irvine Blvd. to First Street 35 30 Red Hill Avenue Mitchell Avenue to Walnut Avenue 40 35 Tustin Ranch Road Bryan Avenue to 1-5 45 40 Vandenberg Lane Yorba Street to Prospect Avenue 35- 30 -2- .r- low CITY OF � SANTA ANA srvuxmTM ST. * * i• � � FoonHu I L• * � rue Low 40 40 `�. COUNTY 45 o OF vAu+oaeEac u+ r��J lid- ORANGE � to of *10 FOURTH sT. 40 IRE 40 40**40 IRMNE BLVD" �p � **45 nasr sr. �. i' **35 30 30 30 35 `s 16"o MAIN ST. 1 3 i 3i 35 r **35 � . �Aooar. ` 35 AvE. �� ��S CITY �+r,,. f�� �'''�� 'yh +� � s '@i Q �0 �• � ,/ OF SANTA AN pIf i op to -r �•�.. � s0 � sip �i CITY **40 IRVINE TUSTIN LEGACY i' do 4. 0 10 !� �'• � CITY �'•�..� o OF ***`� IRVINE ::.:eAsm ON an of ORANGE * BASED ON COUNTY OF ORANGE **BASED ON CITY OF SANTA ANA ***BASED ON CITY OF IRVINE ,__,_,,,,,,_ •• ,,,,,,, ,,,,y RESOLUTION NO. 05-13 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN, CALIFORNIA, ESTABLISHING PRIMA FACIE SPEED LIMITS ON CERTAIN CITY STREETS WHEREAS, California Vehicle Code Section 22352 establishes default prima facie speed limits for certain types of streets and highways; and WHEREAS, California Vehicle Code Sections 22357 and 22358 provide that local entities may make a determination, upon the basis of an engineering and traffic survey, that a different speed limit would facilitate the orderly movement of vehicular traffic and would be reasonable and safe; and WHEREAS, California Vehicle Code Section 627(b) defines an engineering and traffic survey to include a consideration of all of the following: 1. Prevailing speeds as determined by traffic engineering measurements; 2. Accident Records; and 3. Highway, traffic, and roadside conditions not readily apparent to the driver; and WHEREAS, the California Department of Transportation has established methods of conducting engineering and traffic surveys as required by the California Vehicle Code; and WHEREAS, the City of Tustin has completed an engineering and traffic survey in accordance with the requirements of Vehicle Code Section 627 and pursuant to Vehicle Code Sections 22357 and 22358; and WHEREAS, the referenced engineering and traffic survey is entitled, "2005 Engineering and Traffic Survey for the City of Tustin" prepared by Willdan Associates, dated January 3, 2005. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Tustin as follows: Section 1: Based upon the above referenced engineering and traffic survey, the following speed limits are established: Street/Segment Auto Center Drive EI Camino Real to (South) Intersection (North) Intersection to (West) Intersection (West) Intersection to End of street Speed Limit 30 30 30 Resolution No. 05-13 January 17, 2005 Page 2 Browning Avenue Bryan Avenue to EI Camino Real 40 Nisson Road to Walnut Avenue 35 Brvan Avenue Newport Avenue to Main Street 35 Main Street to Red Hill Avenue 40 Red Hill Avenue to Farmington Road 40 Farmington Road to Browning Avenue 40 Browning Avenue to Myford Road 45 Myford Road to Jamboree Road (East City Limits) 45 Centennial Wav 25 First Street to Main Street 25 Chambers Road Michelle Drive to Franklin Avenue 35 Del Amo Avenue Edinger Avenue to Valencia Avenue 45 Dow Avenue Franklin Avenue to Myford Road 40 Edinaer Avenue W/O Del Amo Avenue (West City Limits) to Red Hill Avenue 45 Red Hill Avenue to 1500' E/O Red Hill Avenue 50 1500' E/O Red Hill Avenue to Jamboree Road 60 Jamboree Road to Harvard Avenue (East City Limits) 50 EI Camino Real First Street to Main Street 25 Main Street to Newport Avenue 25 Newport Avenue to Red Hill Avenue 35 Red Hill Avenue to Browning Avenue 35 Browning Avenue to Tustin Ranch Road 35 Tustin Ranch Road to Myford Road 35 Myford Road to Jamboree Road (East City Limits) 35 First Street W/O Tustin Avenue (West City Limits) to EI Camino Real 35 EI Camino Real to Centennial Way 35 Centennial Way to Newport Avenue 35 Newport Avenue to Charloma Drive 30 Resolution No. 05-13 January 17, 2005 Page 3 Franklin Avenue Michelle Drive to Walnut Avenue 35 Walnut Avenue to Dow Avenue 40 Heritage Wav Tustin Ranch Road to Myford Road 35 Myford Road to Bryan Avenue 30 Holt Avenue N/O Warren Avenue (North City Limits) to Irvine Boulevard 40 Irvine Boulevard to Newport Avenue 25 Irvine Boulevard 55 SR -55 Freeway (West City Limits) to Prospect Avenue 40 Prospect Avenue to Newport Avenue 40 Newport Avenue to Charloma Drive 40 Charloma Drive to Red Hill Avenue 40 Browning Avenue to Tustin Ranch Road 45 Tustin Ranch Road to Jamboree Road (East City Limits) 45 Jamboree Road North City Limits to Pioneer Road 55 Pioneer Road to Patriot Way 55 Patriot Way to Tustin Ranch Road 55 Tustin Ranch Road to Champion Way 50 Champion Way to Irvine Boulevard 50 Irvine Boulevard to Bryan Avenue 45 Bryan Avenue to I-5 Freeway 40 OCTA/SCRRA Railway (Tustin/Irvine City Limits) 35 to Barranca Parkway (South City Limits) 60 Keller Drive Robinson Drive to Jamboree Road 30 Main Street West City Limits to Williams Street 30 Williams Street to Myrtle Avenue 30 Myrtle Avenue to Prospect Avenue 30 Prospect Avenue to Newport Avenue 35 Newport Avenue to B rya n .Avenue 35 Mc Fadden Avenue West City Limits to SR -55 Freeway 35 SR -55 Freeway to Newport Avenue 35 Resolution No. 05-13 January 17, 2005 Page 4 Michelle Drive Chambers Road to Franklin Avenue Franklin Avenue to Myford Road (East City Limits) Mitchell Avenue Newport Avenue to Red Hill Avenue Red Hill Avenue to Browning Avenue Myford Road Irvine Boulevard to Bryan Avenue Bryan Avenue to EI Camino Real Michelle Drive to Dow Avenue Newport Avenue N/O Warren Avenue (North City Limits) to Bryan Avenue Bryan Avenue to EI Camino Real EI Camino Real to Sycamore Avenue Sycamore Avenue to Southerly End Nisson Road Pasadena Avenue to "B" Street Newport Avenue to Red Hill Avenue Red Hill Avenue to Browning Avenue Old Irvine Boulevard Newport Avenue to Irvine Boulevard Parkcenter Lane Tustin Ranch Road to Bryan Avenue Bryan Avenue to EI Camino Real Pasadena Avenue McFadden Avenue to Sycamore Avenue Patriot Wav Pioneer Road to Jamboree Road (East City Limits) Pioneer Road Jamboree Road to Patriot Way Patriot Way to Peters Canyon Road Peters Canyon Road to Pioneer Way 40 45 30 30 40 35 40 45 35 35 30 35 35 35 30 35 30 30 30 40 40 35 Resolution No. 05-13 January 17, 2005 Page 5 Pioneer Way Tustin Ranch Road to Pioneer Road 30 Portola Parkway Tustin Ranch Road to Jamboree Road (East City Limits) 40 Prosaect Avenue Anglin Lane (North City Limits) to Seventeenth Street 40 Seventeenth Street to Amaganset Way 40 Amaganset Way to Irvine Boulevard 40 Irvine Boulevard to First Street 30 First Street to Main Street 25 Red Hill Avenue N/O Irvine Boulevard (North City Limits) to Bryan Avenue 40 Bryan Avenue to EI Camino Real 40 EI Camino Real to Mitchell Avenue 35 Mitchell Avenue to Walnut Avenue 35 Walnut Avenue to Sycamore Avenue 40 Sycamore Avenue to Edinger Avenue 40 Edinger Avenue to Valencia Avenue 45 Valencia Avenue to Warner Avenue 50 Warner Avenue to Barranca Parkway (South City Limits) 50 Robinson Drive Irvine Boulevard to Jamboree Road (East City Limits) 35 San Juan Street Newport Avenue to Red Hill Avenue 30 Red Hill Avenue to Browning Avenue 30 Seventeenth Street SR -55 Freeway (West City Limits) to Yorba Street (North) 40 Yorba Street (North) to Prospect Avenue (North) (East City Limits) 40 Sycamore Avenue Newport Avenue to Red Hill Avenue 30 Tustin Ranch Road Jamboree Road to Rawlings Way Rawlings Way to La Colina Drive La Colina Drive to Irvine Boulevard Irvine Boulevard to Bryan Avenue Bryan Avenue to 1-5 Freeway 1-5 Freeway to Walnut Avenue 50 50 45 45 40 50 Resolution No. 05-13 January 17, 2005 Page 6 Vandenberg Lane Yorba Street to Prospect Avenue 30 Walnut Avenue Newport Avenue to Red Hill Avenue 35 Red Hill Avenue to Browning Avenue 35 Browning Avenue to Tustin Ranch Road 40 Tustin Ranch Road to Myford Road (East City Limits) 40 Williams Street Main Street to Mc Fadden Avenue 30 Yorba Street S/O Santa Clara Avenue (North City Limits) to Seventeenth Street 40 Seventeenth Street to Jacaranda Avenue 35 Jacaranda Avenue to Amaganset Way 35 Amaganset Way to Irvine Boulevard 35 Irvine Boulevard to First Street 30 Section 2: The speed limits established in Section 1 shall be effective when appropriate signs giving notice thereof are erected upon the street. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Tustin held on the 17th day of January 2005. Lou Bone Mayor . ATTEST: PAMELA STOKER City Clerk For The City of Tustin WI LLDA�N L LD� VV �! I Serving Public Agencies January 3, 2005 27042) Towne Centre Drive, Suite 270 Foothill Ranch, California 9 610 949/470.8840 fax 949//-..770.904'1 "1 mvtiv.wi l Iclan.coni Mr. Terry Lutz Principal Engineer City of Tustin — Public Works Department / Engineering Division 300 Centennial Way Tustin, CA 92780 Subject: Engineering and Traffic Survey Mr. Lutz: As requested, Willdan has completed Engineering and Traffic Surveys to justify and update the posted speed limits along 119 street segments in the City of Tustin. These segments were last surveyed in 1999, and require an update to comply with the 5 -year limitation set forth in the California Vehicle Code (CVC). We are pleased to submit the enclosed Engineering and Traffic Survey Report for 119 street segments, which contains recommendations for posted speed limits. A summary of the recommendations is included in Part II of the report and supporting documentation for each speed zone recommendation is provided in the Appendices. The report was conducted in accordance with applicable provisions of the CVC, following procedures outlined by the California Department of Transportation (Caltrans). The report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar or other speed measuring devices for traffic speed enforcement. We appreciate the opportunity to serve the City of Tustin and the assistance and cooperation afforded to us during the course of this study. Very truly yours, -- WIL . Sco acsikin, P.E. Division Manager, Traffic Enclosure QAJosh's\JOBS\Tustin\2004 Citywide Speed Survey\Citywide E&T report Jan 2005.doc TABLE OF CONTENTS Page, PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION CERTIFICATION......................................................................... CIVIL ENGINEER'S CERTIFICATION......................................................... " iii EXECUTIVE SUMMARY............................................................................. E-1 • Elements of the Engineering and Traffic Survey .................................... E-1 • Speed Sampling..................................................................................... E-1 • Accident History...................................................................................... E-2 • Conditions Not Readily Apparent to Motorists ........................................ E-2 PART 1 • Introduction............................................................................................. 1-1 • Data Collection....................................................................................... 1-2 • Procedures............................................................................................. 1-3 • Summary................................................................................................ 1-4 PART II • Results and Recommendations.............................................................. II -1 • Map of Speed Limits................................................................... II -9 • Segments with Recommended Speed Limit Increases ....................... II -10 • Segments with Recommended Speed Limit Decreases ...................... II -11 • Conditions Not Readily Apparent to Motorists ........................................ II -12 • Recommended Speeds Greater than Critical Speeds ............................ 11-16 PART III • Applicable Sections of California Vehicle Code ...................................... III -1 APPENDIX A - Segment Data • Engineering & Traffic Survey Forms • Field Data Forms • Engineering & Traffic Survey Analysis Sheets B — Speed -Related Accident Rates C - Survey Equipment Used 2005 Citywide Engineering and Trak Survey i City of Tustin CITY OF TUSTIN PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION CERTIFICATION I, Dana R. Kasdan, have examined and reviewed the following Engineering and Traffic Survey dated January 3, 2005, for the City of Tustin. I find that this study follows the procedures established by the California Vehicle Code (CVC) and the State of California Department of Transportation (Caltrans) in order to establish speed limits. Further, I find that this study follows standard traffic engineering guidelines and practices and, therefore, is within the policies of the City of Tustin. I certify that this study has been conducted under my direction and that I am experienced in surveys of this type and that I am duly registered in the State of California as a professional Civil and Traffic Engineer. Dana R. Kasdan Date Engineering Services Manager RCE 30559, Exp. 3-31-06 RTE 1202, Exp. 9-30-06 �FESS/ QI(OF ESS110 �p R• K �, Ft K,�s #1202 cc fro. 30559 * Exp • 0(0 Exp. 3/31/0(o �, FF1G �P CAl CIVIC. OF CAL* Civil Engineering Seal Traffic Engineering Seal 2005 Citywide Engineering and Traffic Survey ii City of Tustin CIVIL ENGINEER'S CERTIFICATION I, R. Scott Bacsikin, do hereby certify that this Engineering and Traffic Survey dated January 3, 2005, was prepared in accordance with procedures established by the California Vehicle Code (CVC) and the State of California Department of Transportation (Caltrans) in order to establish speed limits. This Engineering and Traffic Survey contains recommended speed limits for 119 roadway segments in the City of Tustin and was prepared under my supervision and is accurate and complete. I certify that I am experienced in performing surveys of this type and that I am duly registered in the State of California as a professional Civil Engineer. d/ R. SBa j, P.E. flat iron Manager, Traffic Engineering RCE 48774; Exp. 9/30/06 PROFEssb'� r c74 Z m * EXP. 9-30-06 C ENG - OF CAUF��� Civil Engineering Seal OSS 2005 Citywide Engineering and Traffic Survey iii City of Tustin EXECUTIVE SUMMARY 2005 Citywide Engineering and Traffic Survey City of Tustin EXECUTIVE SUMMARY The California Vehicle Code (CVC) Section 22349 establishes a maximum speed of 65 m.p.h., unless the road is a 2 -lane, undivided facility, in which case the maximum speed is 55 m.p.h. CVC Section 22358 allows a local agency, by ordinance, to establish a lower prima facie speed which is appropriate to facilitate the orderly movement of traffic and is reasonable and safe. As allowed under CVC Section 22358, this Engineering and Traffic Survey for the City of Tustin presents recommended speed limits for 119 street segments in the City of Tustin. Engineering and Traffic Surveys are required by the State of California to establish speed limits on local streets in order to enforce those limits using radar or other speed measuring devices. These surveys must be updated every five years to ensure the speeds reflect current conditions as dictated by the (CVC). Some Tustin police officers have completed a special 24 -Hour radar operations course. This allows them to continue using radar for seven years following an Engineering and Traffic Survey. The CVC also requires that the Engineering and Traffic Surveys be conducted based on the methodology required by the California Department of Transportation (Caltrans). ELEMENTS OF THE ENGINEERING AND TRAFFIC SURVEY The California Supplement to the Manual of Uniform Traffic Control Devices (MUTCD) specifies the methodology to be used for completing Engineering and Traffic Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the speed zone study are discussed in more detail as follows. SPEED SAMPLING Existing vehicle speeds were surveyed by a certified radar operator with radar unit in an unmarked vehicle. Speed samples were taken for the segment representing a significant sample of current traffic. The data was then evaluated to identify the distribution of traffic. A key element in the evaluation is the identification of the 85th percentile speed. This is the speed that represents the speeds at which 85 percent of the traffic travels at or below. This level of travel speed represents what is assumed to be a behavior by motorists which is safe and reasonable. Therefore, a "basic speed limit" is established at the 85th percentile speed or at the nearest five -mile per hour (mph) increment below the 85th percentile speed. For example, if the 85th percentile speed is 48 mph, the basic speed limit is 45 mph. If the 85th percentile speed is 50 mph, the basic speed limit is 50 mph. There are some cases outlined in this report where the recommended speeds are above the 85th percentile speed. This is because they are already posted at the recommended speed and circumstances, such as high accident rates, do not exist that would warrant lowering the posted speed. In these locations a citation is especially difficult to dispute because 2005 Citywide Engineering and Traffic Survey E-1 City of Tustin violations of the posted speed will all be traveling above the critical speed. See Appendix A for prevailing speed data. ACCIDENT HISTORY A three-year history of reported accidents was reviewed for the 119 street segments to determine whether there was a higher than average rate of speed -related accidents. A segment where a higher that average accident rate is identified typically indicates that conditions may exist that are not readily apparent to motorists. A summary of the collision rates for the surveyed street segment is provided in Appendix B. The accident rates for the street segments were reasonable considering the volume of traffic and in comparison to the average rates developed by the State of California. CONDITIONS NOT READILY APPARENT TO MOTORISTS The 119 street segments were reviewed through a field inspection to identify whether conditions not readily apparent to motorists exist. Adetermination is made whether those conditions are significant and warrant the recommendation of the speed limit to be placed at five mph below the basic speed limit. It is important to note that the State of California recommends exercising great care when establishing speed limits more than 5 mph below the 85th percentile speed. 2005 Citywide Engineering and Trac Survey E-2 City of Tustin PART I 2005 Citywide Engineering and Traffic Survey City of Tustin PART I INTRODUCTION This Engineering and Traffic Survey for the City of Tustin presents recommended speed limits for 119 street segments in the City of Tustin. Engineering and Traffic Surveys are required by the State of California to establish speed limits on local streets and to enforce those limits using radar or other speed measuring devices. In order to provide maximum enforcement capability by the Tustin Police Department, these surveys must be updated every five years to ensure the speeds reflect current conditions as dictated by the California Vehicle Code (CVC). The CVC also requires that the surveys be conducted based on the methodology required by the California Department of Transportation (Caltrans). The survey was requested by the City so that posted speed limits could be evaluated to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement. Sections 40801 and 40802 of the California Vehicle Code (CVC) require Engineering and Traffic Surveys that support the prima facie speed limit before enforcement by such a device is applied. The law further specifies that these surveys be conducted every five years. The surveys can be extended to seven years for police officer(s) who are certified under a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)]. The Tustin Police Department presently has eight officers certified in the use of radar. These officers may continue to issue citations based on radar for 2 more years. Thirty-four additional officers will become available to issue citations, based on radar, with the approval of this report. Additionally, some surveys may be extended to ten years, if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(13)(i)(11)]. These provisions assure that posted speed limits are kept reasonably current. This Engineering and Traffic Survey was conducted in accordance with procedures outlined by the California Department of Transportation (Caltrans), as required by Section 627 of the California Vehicle Code. 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, unreliable, or otherwise dangerous drivers. They provide law enforcement with means to identify and apprehend violators of the basic speed law (CVC Section 22350). This statute states that "No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, 2005 Citywide Engineering and Traffic Survey l-7 City of Tustin 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." Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually considered a violator for enforcement purposes. The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and that normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not dependent on the judgment of one or a few individuals. Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, unusual roadway conditions and traffic characteristics must also be analyzed before determining speed limits. Speed limit changes are usually coordinated with visible changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion. For the same reason, maintaining consistency between adjacent segments is important. DATA COLLECTION A radar speed survey is normally used to determine the prevailing speed of reasonable drivers. Data was obtained including prevailing speed of vehicles, traffic collisions, visibility restrictions, and roadway conditions within the community. Radar speed measurements were conducted during the months of February -April 2004, at 119 locations. The results of the speed measurements are presented on the Engineering and Traffic Survey forms in Appendix A, along with highway, traffic, and roadside conditions not readily being apparent to motorists. The criteria and operational procedures describe below were used to measure vehicle speeds with electronic radar on the selected streets within the City of Tustin. The street segments were surveyed and traffic speeds in both directions were recorded. The specific location on the segments were selected after considering the following: 1. Minimum stop sign and traffic signal influence. 2. Minimum visibility restrictions. 3. Non -congested traffic flow away from intersections and driveways. 4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle. All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained. 2005 Citywide Engineering and Traffic Survey I-2 City of Tustin Collision data was obtained from the City's collision database. For this study, collision data was used from the latest three years of reported accidents from January 2001 to December 2003. The collision rates for the 119 segments are expressed in accidents per million vehicle miles (A/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the collision rate: Ax1,000,000 tx365 daysX1XV year A = Number of midblock collisions over time period R = Collision Rate (accidents/million vehicle miles) t = Time Period Covered (in years) / = Length of Segment (miles) v = Traffic Volume (average daily traffic) The segment collision rate was then compared to the average statewide collision rate. PROCEDURES Survey data was complied and analyzed to determine the recommended speed limit in accordance with several criteria required by Caltrans. Some of the criteria used are: • 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 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 the next five miles per hour (mph) increment below the critical speed unless other factors require a lower limit. Speed limits set on this basis provide law enforcement officials with a means of controlling reckless or unreliable drivers who do not conform to what the majority finds reasonable. Occasionally, a street segment is found to be posted above the critical speed. In most of these cases, the posted speed is allowed to remain unless conditions dictate otherwise, such as a high accident rate. When the posted speed exceeds the critical speed, a citation is especially difficult to dispute because all violators will have been traveling in excess of the critical speed. • The 10 mile -per -hour (mph) pace speed is the 10 mph increment which contains the most vehicles. It is a measure of the dispersion of speeds within the samples surveyed. The accepted practice is to keep the speed limit within the 10 mph pace after 2005 Citywide Engineering and Traffic Survey 1-3 City of Tustin considering the critical speed and any factors that require a speed lower than the critical speed. • The accident data for each street segment is compared to accident rates that can be reasonably expected to occur on streets and highways, considering the volume of traffic accommodated. These average accident rates have been developed by the State of California and are considered reasonable for use in the City of Tustin. 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 motorist which may justify a lower limit. The field review was conducted for the selected street segments in the City with consideration for the following factors: 1. Street width and alignment (design speed). 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 proximity to schools. 8. Pedestrian and bicycle usage. 9. Uniformity with existing speed zones and those in adjacent jurisdictions. 10. Any other unusual condition not readily apparent to the driver, such as accident rate, design speed of the road and continuity between speed zones. SUMMARY The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of the available data and recommend a speed limit for each street segment surveyed. A complete summary of each recommendation is shown in Table 1. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements. Typically, a speed limit in the upper range of the 10 -mile pace was selected unless an accident rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits greater than 5 mph below the critical speed are fully explained later in this report. 2005 Citywide Engineering and Trak Survey 1-4 City of Tustin The Legislature, in adopting Section 22358.5 of the California Vehicle Code (CVC), has made it clear that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions. 2005 Citywide Engineering and Traffic Survey 1-5 City of Tustin PART II 2005 Citywide Engineering and Traffic Survey City of Tustin PART II RESULTS AND RECOMMENDATIONS The recommendations contained in this report are intended to establish prima facie speed limits. Prima facie speed limits attempt to advise the motorist, and police department, of the reasonable speed for a particular section of roadway 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 person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie speed limit is intended to establish a maximum safe speed under normal conditions. Table 1 summarizes the results and recommendations for all 119 surveyed segments. Figure 1 shows a map of all the recommended speed limits for all surveyed segments. Of the 119 segments, 26 segments are recommended for an increase in the posted speed, as listed in Table 2, and 10 segments are recommended for a decrease in the posted speed as listed on Table 3. Several street segments have recommended speeds of 5 mph lower than the basic speed. These segments are discussed under "Conditions Not Readily Apparent to Motorists". Some other street segments have recommended speeds greater than critical speeds. These segments are also discussed individually in the following. 2005 Citywide Engineering and Traffic Survey 11-1 City of Tustin El Q)lz uj U ,0 a) ED0) C C 0) C 0) C Q) 0) C m � � C � � � C N CM� C O O � V � ..� � C 0) cu cu cu M U U U V � V V�� V `✓ Q. Q. v V V =N U ci O Z O Z O Z O Z U p O Z O U U Z p p O U -CO Z O � Z mc- -6-1 Z U -)O w Z O Z Z Z Z Z 00 00 00 W I(L) m 0 0 1%- 0 M CO `Ct 00 N c'7 I` N 00 ti N r, O Ci. Cfl r- CO CO CO to CO Cfl ti ti ti w CO co LO ti U') Cfl CO LL Q N 00 (D O d' i` 0 ti Lo r- t` ti M O O M �- M d- U-) (fl U-) U') 00 Cfl 00 Cfl N 00 00 I` O �t N X73 �. I� O ti 07 CO O N O N � C0 WIt 00 LO t` ti d' qq N CO q. M I. LO LO tt cu 't7 N CO O M CO d' �- tfi OLo M CO �t '14' Cfl qq O 'It N O CO CO 't M d' tf) ft N N CO 0 N LO C .O O O O O O O O U-) U-) U-) U-) U-) O U.) O O O O M U-) 0 U-) O O O O u-) u-) O O O u-) u-) O ul CD. LO V) ul O O 5.. J CL M M Mm N �' 4t' qt t1' I- co M M qt q. CO U) 0 Q 0 Q _ O � }, N : o c -a cu }, � ::3 -0 � ca � 0 0 L a 0 a > o °' a > 0 a � �° a O > -6 Q' c Q O w //'� V/ Q Q w > a� > L N N 0 4� O .� � 0) _ -0 a) O p C _ cu •V L O M O L W p L c c C V -0 E FU >� E 32 C E 0 ?� LL m LL > LO -� 2 .#.. C E O O O O O O O O O O O O O O O O O O O ,N _ C C ON O N N O O > N N > O •L N N Q O N w _ •E Cl) > Q Q -6 Q O Q -� m Q Q 0 .J E v Q O N C C C C 0 p _ _ � C O % O L N = Q __ = W p Z CL cu L :� (� O _ W Z N i>>Z m O O OC U- O m W LL O L r AD, N W I.-. 'Li O Z 0 O N �+ a) (D N :3 N N O N O N > N > I.L. Qi > >gyp/ Q Q > > > > > > cu L Q > Q Q Q Q L O Q L L L L cu m m cu cu m O V V ULE5 O O m m m m m m s N �5 �5 �5 0 0 o m m U v o W W W W Q Q M tet' Lo 0 I` M O M It LO CO I` 00 O Q)lz uj U co vJ 0 c �U ca 0: Q) W U LO 0 Co M U U — — — L 40— a) a) � c a) � c O N a� 0) c a� � C a�- � c a) rn c a) �. U � c v, c c a) a) a) a C a) a c 0Cl) C -C .0 0) C � C /L� /-C -C L L- -C -C L L .0 L `V .0 U U U U U a C L. CL U � U U a U U O U O Z O Z U p U p O Z O Z O Z j -C � L � O Z 00 O Z O Z O Z O Z Z Z 00 co 0o l7 00 00 00 c v M CL U,) o0 00 I` M I� O f` O 1` O 0 r- (` N I� T— 00 � t` � CD ti 0 ti 0 O w ti I` O O ti 0 O I` 00 f` a ,c Q N O d7 M O O qT O I� O 0 O I� Ul) O N M N O a O N O N Lo CO v CO O CO O CO Lo N O CO m N O M t` N N M O M w N 0 M O N M M v M M M N tm O O 'q q' qq M CD 0 M CL N N M M M Co M M M Co M M M M ct N Co M M 't3 — Q fes- 00 M M 0o O LO O ti 00 O N N LO V I` N r - L W- j E LO u-) LO Ul) to U') U') LO U') V) U) O U) O O Ul O O O Q. N CO -) E O c _! N ua u-) N u-) M u-) M u-) M LOLO M M O M O M O M u M LOO M M O M O V' O M "I M O O d' C C N OC C N C C C 'C a) N > a) > Q s O OC O N C O C > _> N j N CO Q Q rn N a) Q Q > m Q Q �. Q cc C — .m O _ = M I O L_ O .E c C O +� Q p C � — O a) O O Q. C C >+ .0 m Q C j, cu Q Qa) Q i �.. Z m w v Z m Z 2 a L- 0 Z v H E O O O O O O O O O O O O O O O O O O O � � � O C _ � -0a) O J UZ �> �C N N C C N N m > N� � Q Q > Q 0 >0 O Q > m Q _Q O j .O�- cu U-) U�> Q �aa) a� oc >> E— U c a) cv `° c >> — o Q. Z m : p — w U O p (1) Z F- Z cv N R3 N Ri N t6 N Ri N t0 O tti N a) � C c >� cu >, cu N N cu W N N j a)O 3: 3: :3 =3N 'EE O C O C .E O C •E O C .E O C O C -W, co }Z U� Q Q N N > > Fn m m 0 'E •E m cu C C C M U CU U U U U U CU0 U (.L L.L. LL. c E a) .O I M qj' 0 CD tom- 00 O O �— N M d' LO 0 f` 00 N N N N N N N N N N M M M M M M M M M co vJ 0 c �U ca 0: Q) W U LO 0 Co M .: Q) uj Q) U 0 N 0) C M C C2 C CW Cm � C CM C C C C Cm Cm C m 2 m 0 m 0 2 mD 0 m L U U a) p.. U U a. U a) a. U a) CL U m m m U U a) D- U U a) U Ix O Z o Z .� O Z o Z o Z .� j o Z O Z D O U O U O O Z o ZLO O Z o Z 00 00 Co L7 00 Z Z Z 00 a) C U G3 a. (C) t` ti o Ln N w LO CO LO Co � o M co LO ti T- CO O (r) CD ti N ti O ti M f` O ti N Oo Cfl .0 Q d' 00 (` M M f` N M LO N LO O I` O 0 I` 1` CO LO � LO � LO Iq � 0 i' M ct M M � Co Co i Lo Co O Co 00 Co O U-) O Iq 00 It M Iq It O M M M (o V) i r- Co 00 N Co t` N 00 N N Co 00 N f� N O '0 T O M M M M d' 00 00 O w O M M Lo N M CO M r - LO LO U-) It q' I- M LO M M M M M M M M <C tf3 N '+ Cl 0 -' N O ti 00 m 00 O Il- �' LO N IT 00 I` m LO ti O 0 0 cc Lo Lo Lo Lo Lo qt d' CO Co M M Co M Co Co Co t3 00 C au-) u-) � � � O O u -)O O O O O O u-) LO LO V)O Iq d' LO LO LO LO LOcf' d' Co M M M M M M M M O C3 Cl. O q u")O Ul u) 0 u) 0 O LO O U')C4 u) Ln u) O O M O M O M O M M O tfi U') M U') Co C J CL N Cu O -0 O Cu O M N CUa) 3: N N =3 O O Cr > >>-C U N 3: 0 C O N > >Q QQ > U-) t Q C i O m 'Q m Q Q U C Q W '> COo _ O E U O N O a C m n a O CE o- E `a > % O °U � H H Cu m a. z z O O O O O O O O O O O O O O O O O O O N O O O � m -2 a) >to +r O N > LCL/ J O LCL/ Q O E N > > Cu Q >, �_ L C _� > C .J >, > Q Q —� LO E O M .c c V N a O m 'Q m Q () �= U Cn Q j N U (� Cu t2 o m �a C t0 Q m � O O O O O O O O C C > > > > + .♦-+ > > Ca mm m a� a� a� a� a� a� a� a� � o Q C Q C O a) C a) C a) C O O O O O O O O L C C C C C a) a) O Co O cf' N � M � d' � U-) CO I` CO d' 0) �t O U) U') N U') M V) It U) V) to (0 U) t-- `M U) .: Q) uj Q) U 0 N N W O U N N a) N a) p C �' C n3 C cv C C ca C C (� C chi C R3 O c L c C c O Cf)O s U U i U L U U .0 U .0 U s U a) IZ ca i O U a) D- U U U a) U U O O oC- O -C O O O O U U O O O O O Z Z Z Z j Z � Z Z Z Z .c � p O Z -C j Z Z Z 00 00 00 Z Z 00 }' cu c CO? O LO O I` O 0 `Cf• i` I` M I` N 0 q 00 N N 00 O Co co 00 I� Co I` CO CO I` I,• I` Co CO to ti ti 00 00 00 Q N 00 O M I` I` O LO 00 �fi Co U M M M `t M 'q 'l -M 'r M 'q 'q 't M M M M M Ci O N `O M `n N `n N M M N �M U')O M M W N M M N N M U) M M M Co N O N LO N w N I` N N �f' O O ti M O M N qq' O Co O 00 - M 4) CO M M M M q;r 14, M M N M �t M M M M M M Q cn a) CD N O CO M co I` U) ti Co O) M NLo am Lo I` M M Lo ttf Q M �' M M d' co �t qt M M co �' � d- M M M M U rL�LO V co El .J O LO O O O U') O Ul Ul Ul O Ul Ul Ul O Ul O O O 4 t2. 70-0 N v �O„ O LO O O LO LO LO LO U')LO O O U')LO O O O O O a. a) c �U W a) C (D C � O a) — C a) O C N — a) C (� a) a) > c c > W +r N > > c > Q 0 Q Q O > Q 0 •� > Q > Q •� L N +� Q Q m > Q o •� N a) C �C _ = C cu cu C m� O _ = c C C O p O O �' 0 �' R'i r /off p - �' V � L.I.. �N N L m m - W m - W '>^> /1 v, NO LL ML m - W '>^ ^ A E O O O O O O O O O O O O O O O O O O LO a) a) a) a) a)0 J Ua) Z a) cua) C a C a) N ca a) � c N c N c O V C .> C C w > > c a) c N c a) W C 0 > m p to a) > Q Q > Q > > Q (DO > p Q Q Q > Q Q U ) Q w Qa) C: Q c •E a) L m C _ Q a)o -0 L a) 0 E TC: � m cu E a. a. c -0C •V v (Q cu(u 3: v L1 Z oC °° o °° w �% m Z� Z Cl)°° U- �� z U) Q-� > > (L) c a) c m m (i) c a) c a) c a) c -v -m > a) (i) a) Eo O O w a) a) a) 0 0 m o m —' —' > > > < < < < w a) a) _ s0 — -2 0 0 0 °a pa- -� °a. O c 0L 0 C c 0 c U c °� 0 .c -C n n n � 0 — — w N a) O Z Z Z O Z Z Z Z 00 0) O r- N M v U CO I` 00 O O N M LO Co LO LO Co CO CO 0 0 CO Co CO Co Co I` I` I%• I� I` I� I` N W O U Q) W Q) U � O N C �-+ C W O W cm W cm W CD W O W C) �'d C �./ N �� N �/ C W CM f� C W O W O W O � N O � N � N � C C C C C C N � m C1 N L C m O C cu C cu C CU N C M� a. a. � V � V .0 V .0 V � V � V a) a- cu r- cuL &- L.L. v L M L V � V L V L a cu N U _r_O � z O z O z O z O z O z U O U Q O z j O z O z O z V O LO 00 00 00 z z 00 00 LO 0o z c NN a 1` O Co N 00 m 1` O 1` 0o Co Cfl 1` CD 1` t` 1` �' oo m CO 00 CO �fi 1` Cfl 1` N (o m Lo 14-00 o Lo O o N a C a- a) N CO d' CO 1` M M O r- CO N O �fi d' M M �t �fi t1' M M d' M d' M �' t1' U d' O m Lo co M co O N Lo N ti co N M 00 M ct M N u -) N LOU-) co i M ti N N co O M N M ti M I co o 0 1` d' O �- 1` co O O N O N (fl LO 00 N (0 co M M M IT M qq' CO M N d' M CO CO CO M <C 4) CLC -r U M �•- I� M LO r- LO 1` M 0 O r- d' CO r- co 0- � qq' M q q .4t � In � U L 000 c J o o U')o 0 0 0 0 0 Ln o o Ln LO o o U')o o E 0 11" I• M M V- d' d' M N ql;r M M qT' V- � LO U) O N CL N E LO LO u) O O O O O Lr) u) O u) Lr) O o (D u) Lf) (D O iCLJ M M M M � tfi qq' qt' M N Iq M M �fi � d' d' d' U') C cuN O L- C N > >N > > L_ cu Q C L_ �' N ,� U) Cl) m 4-0 (n L- U) > O C > Q Q Q O > Q Q Q O cu /1 n O co C '4"' cn C -W L_ L_ cu L_ cu cu i O OcL cu U U +_u>, C t[f E ca cD C C Rf cu L_ cu _ Wo M a) E O O O O O O O O O O O O O O O O O O O a) co cu 0 co O c6 O J U >� ca U N — c0 N � N � c N � N N O >+ cc a p[ z , .♦.r N ♦.. N Z .a C a) C O � C N N > C N C O C N N ?p c v V � N m m > �_ Q Q Q Q Q Q o O cu «i .0 cu C c •E Q C .E L_ O L O L E N � C '' C)) v O «i _ LL - cc � m U C ca EO cu C C ca cu 4-a U) U)C Q E Q O z m W � � >+ W � > F_ F- to m0 O L > C C C C C C C C C C C C c Z 0 I.LL � Q > Q > Q > Q > Q > Q > Q > Q > Q > Q > Q > Q > Q > Q N C C C ^L,, CQ c- V) o _O o o � Q cn 0 a. ch 0 CL ch 0 Q 0 0 Q. ch O LL L.L LL LJ. LL L.L LL L.L L.L 1` CO O O N M d' Lo o 1` w O O r- N M Lo 00 0o 00 00 0o w 00 00 00 00 m m m m m 0) Q) W Q) U T- o a)c CD w o 0 C 0 C 0 C: C o O rn C C �-- a� a� C c C 0 0 c CD rn c O `. C i m i' m i LV. U cu cu L cu -cu � U n co mc U L U U U U a- U U a U U o �" U U o o Z o Z 0 Z � � Z Z 0000 - Z Z Z Z z z 00 0o 00 00 1 00 LO co +� N C NN CU a. O LO ti N (0 CO 00 00 00 LO (D I` 0 O LO O Cfl CO r- O M CO I` r, I` O i` 00 CO I` C` o �' M M �' 14"M I` LO N U j M N LO M �- r- '�fi to ON co O M O M N co M N M N M M O M � M M M M U-) O N M tai a) MN M O N f.- M O N I` co `Cl' CO M '� M O O CO (` M (0 M I` M O) M r- CO O Q r W C a) Q O �- aN cu a Q � ice- O r- O N M Lo M LO O LO�' O 00 M - U-)MdN' U) O `�� M U-) '� o .c - Z3 (U E O i a E u) M O M O M O O v O M O LO O L u")Lo '� O r O u-) O co u-) M LoO M O '�' O M O O i V Q a) �� 0 aJ I 0 CO 0 M 0 M 0 � 0 q O CO u-) t1' LoLo d- u -))Lo u -) Lo M u-) M v)Lo M M o qq c:) CO CO I I cv Z O A a) o o a� cu n , W N > C N N N . L > N C C A� C N cu > .a.� a) W > Q +� > Q > Lo Q Q ; Q > Q p LL L O -_ _ •E U) cu V -_ = •m C — O O m Q C — _ � �-• U N _ O O O C N -0 (� � N O Q -a U c - cu m C c3: Q C p C j, cu O CD N cu O N LL 0 0 10 0 IO i0 10 IO O O O O O O O O O O O N cu O cu .� � N C Q > > N > U O N > j N N C > > > w -♦-' Ncc m N Q Q =_ � � Q N N fA O (� C 5 O > Q Q Q Q O V +L+ U) m J V U = -0w cu -0 O •O U m C(1) CU CUQ � O - = C Ccu Z ) U)E i' N cv C i �' m >- O O -0C:Z N OL Cl) J — z m :3O a) N N N a) � C c6 O c0 O cu O cu O ca O cu O N � � � .> L- � � ♦,., o ♦,, o > OC w c'u J C C C c 2 o 3 Z_ C u) (n a) N Q .0 s -C O N N N O +� N Cl) C C (n (n O L -O C cu C cu C cu C cu C cu C cu N � Q Q .�+ Q Q U) =3Of L O C 03 (J�O cu O i - CO O 1` O 000) O O O O T- O T- N O � 1. M O T- 11, O r- LO O T- O � I` O � 00 Or- r-�- O O � w u� o co �a �U co Q) W .3 U to 0 N 0 Q . (n c O U o c ca os C L L CU CU CL CD C� Q � cv (DQ o a) z -0 cn aD o E 00 O N 0 O L L 0 0 � c c > cn U�� L- }' to � cQ cn Nom♦=�'� C� U VUUU.� cn cn O cn cc ��OmU) NN Q Z ui 11 cn (n NOJJ U-) -las oVUUU�U� �Qzw(n.�... O .-. U C cu cu .� a5 U o U o o U") co CL' Z p Z z z ♦-' cu U CU O O LO O CL .0 O "t C0 I` E co Nr d' co co 1 (U Q a. O M V) M N co ti N co N tU , a CCI 0) `'�' C M M M CO co ( 00 0-8Q) M M M M .L U co ,E N J LO coco M 4 M M M O (D. .- LO M U') CO U') CO O CO U-) N N C: � O_ > > Q _ }, oLE a� cv Cl) c m oCO co E c cu co c .� U) L- O Ri FL cu Q U cu cn C: > Q m o cn cn Q cv c O U � N cc Q Z Z co (n (n (n ♦"' co cu m m LO 0 t` w O r - Q . (n c O U o c ca os C L L CU CU CL CD C� Q � cv (DQ o a) z -0 cn aD o E 00 O N 0 O L L 0 0 � c c > cn U�� L- }' to � cQ cn Nom♦=�'� C� U VUUU.� cn cn O cn cc ��OmU) NN Q Z ui 11 cn (n NOJJ U-) -las oVUUU�U� �Qzw(n.�... + W Q low L 2 CITY OF SANTA ANA FAIRFIAVEN AVE. FAIRHAVEN AME I i I FOOTHILL gLyp SANTA CLARA AVE. ran Law wmmwTM sr. **40 40 40 'SEVENIMNTM � COUNTY 45 �J o OF -M rn w � � * ORANGE d M �p FOURTH ST. 40 40 �*10 IRVINE mow. /�.. 5 %35 435 35 **45 FIRST sr. .fan*88 Lo Lo **35 30 �� 30 4130 N 35 ' �S ,fir p * - wuuN ST. 35 �O s?' � �� srs �a �• _ � M 35 mcFA000r � 35 1�11,vE. **35 so .y`� � �sr 30 CITY **45 OF j 'yam `�� � •►�h 3 � � '_•y0 /. SANTA AN ''� �o `� Ap /AlJdl 00 If Ile 60 010040 j CITY S� % OF 4 IRVINE �r TUSTIN � LEGACY r ** r ., ,p, ♦ P Cr `,•� •• �,��- O `'•� CITY `•• ...._i' �' o OF IRVINE * VINE ****BASED ON CITY OF ORANGE * BASED ON COUNTY OF ORANGE "BASED ON CITY OF SANTA ANA ***BASED ON CITY OF IRVINE e•�.M.ti,.�.�rxc�n..w� Table 2 Sanmantq With Recommended Sneed Limit Increases # Street Name Segment Posted Speed Limit Recommended Speed .Limit 6 Bryan Avenue Newport Avenue To Main Street 25 35 14 Del Amo Avenue Edinger Avenue To Valencia Avenue 40 45 15 Dow Avenue Franklin Avenue To Myford Road 35 40 17 Edinger Avenue Red Hill Avenue To 1500ft E/O Red Hill 45 50 27 First Street W/O Tustin Ave. (WCL) To EI Camino Real 30 35 28 First Street EI Camino Real To Centennial Way 30 35 29 First Street Centennial Way To Newport Avenue 30 35 31 Franklin Avenue Walnut Avenue To Dow Avenue 35 40 32 Heritage Way Tustin Ranch Road To Myford Road 30 35 36 Irvine Blvd. SR 55 (WCL) To Prospect Avenue 35 40 44 Jamboree Road Patriot Way To Tustin Ranch Road 50 55 46 Jamboree Road Champion Way To Irvine Blvd. 45 50 62 Myford Road Irvine Blvd. To Bryan Avenue 35 40 69 Nisson Road Pasadena Avenue To B Street 30 35 73 Parkcenter Lane Tustin Ranch Road To Bryan Avenue 30 35 77 Pioneer Road Jamboree Road To Patriot Way 35 40 78 Pioneer Road Patriot Way To Peters Canyon Road 35 40 88 Red Hill Avenue Bryan Avenue To EI Camino Real 35 40 94 Red Hill Avenue Valencia Avenue To Warner Avenue 45 50 96 Robinson Drive Irvine Blvd. To Jamboree Road 30 35 102 Tustin Ranch Road Jamboree Road To Rawlings Way 45 50 103 Tustin Ranch Road Rawlings Way To La Colina Drive 45 50 Table 2 (Continued) Seaments With Recommended Speed Limit Increases # Street Name Segment Posted Speed Limit Recommended Speed Limit 107 Tustin Ranch Road 1-5 To Walnut Avenue 45 50 111 Walnut Avenue Browning Avenue To Tustin Ranch Road 35 40 114 Yorba Street S/O Santa Clara Ave. -NCL To 17th Street 35 40 119 First Street Newport Avenue To Charloma Drive 25 30 Table 3 Segments With Recommended Speed Limit Decreases # .Street Marne Seg -meet Posted Speed Limit Recommended Speed .Limit 12 Centennial Way First Street To Main Street 30 25 35 Holt Avenue Irvine Blvd. To Newport Avenue 30 25 41 Irvine Blvd. Tustin Ranch Road To Jamboree Rd 50 45 48 Jamboree Road Bryan Avenue To 1-5 45 40 55 Main Street Newport Avenue To Bryan Avenue 40 35 64 Myford Road Michelle Drive To Dow Avenue 45 40 85 Prospect Avenue Irvine Blvd. To First Street 35 30 90 Red Hill Avenue Mitchell Avenue To Walnut Avenue 40 35 106 Tustin Ranch Road Bryan Avenue To 1-5 45 40 108 Vandenberg Lane Yorba Street To Prospect Avenue 35 30 Reasons for the speed limit changes shown in Tables 2 and 3 are varied. Some are due to shifts by the driving public's speed characteristics. Others are due to the safety history of the street segment and conditions not readily apparent to drivers. CONDITIONS NOT READILY APPARENT TO MOTORISTS The 119 street segments were reviewed through a field inspection to identify whether conditions not readily apparent to motorists exist. Conditions not readily apparent to motorists include accident rates; design speed of the road; continuity between speed zones; street parking on relatively narrow streets, which could result in vehicle vs. pedestrian accidents; and high activity land uses adjacent to the road. A determination was made whether those conditions are significant and warrant the recommendation of the speed limit to be placed at five mph below the basic speed limit. It is important to note that the State of California recommends exercising great care when establishing speed limits more than 5 mph below the 85th percentile speed. The following street segments have recommended speeds below the basic speed limit due to conditions not readily apparent to motorists. Segment No. 8 — Bryan Avenue — Red Hill Avenue to Farmington Road This Segment is currently posted at 40 mph and has an ADT of 13,477 average daily trips. There are 2 lanes in each direction divided by a painted median. The adjacent land use is residential (non -fronting) and School, and there is no on -street parking. The current posted speed to the west is 40 mph and 45 mph to the east. The critical speed is 46 mph. It is recommended for the above reasons, that the posted speed remain at 40 mph, 6 mph below the critical speed, to maintain consistency with the adjacent segment, rather than the 45 mph indicated by the speed data. Segment No. 5 — Browning — Nisson Road to Walnut Avenue This Segment is currently posted at 35 mph and has an ADT of 4,102 average daily trips. There is 1 lane in each direction divided by a painted median. The adjacent land use is residential, high-density residential and elementary school. On -street parking is allowed with some restrictions. The critical speed is 41 mph. It is recommended for the above reasons that the posted speed remain at 35 mph, 6 mph below the critical speed, rather than the 40 mph indicated by the speed data. Segment No. 17 — Edinger Avenue — Red Hill Ave. to 1500 ft. E/O Red Hill Ave. This Segment is currently posted at 45 mph and has an ADT of 21,193 average daily trips. There are 3 lanes in each direction and a raised median. This segment has a curvilinear alignment. The adjacent land use is commercial and there is no on -street parking. There are a few driveways located on the south side of this segment. The current posted speed to the west is 45 mph and 60 mph to the east. On the west side of Red Hill, just west of this segment, the characteristics of the roadway and surroundings change. The land use to the west of Red Hill is a denser commercial/light industrial where as east of this segment is undeveloped military base. The intersection at Red Hill Avenue is signalized. The critical or,00rl ic A7 mr-th It ie rgmnnmmonr =rl that the► nnetArl enaarl ha inrranQat l to -r-i(1 mnh 19 Segment No. 22 — EI Camino Real — Newport Ave. to Red Hill Ave. This Segment is currently posted at 35 mph and has an ADT of 11,488 average daily trips. There are 2 lanes in each direction and a painted median. The adjacent land use is commercial, residential and high school and there is no on -street parking. The current posted speed to the west is 25 mph and 35 mph to the east. The critical speed is 43 mph. The calculated accident rate was 5.14, which was higher than the expected rate of 4.95. It is recommended for the above reasons, and to maintain consistency with the adjacent segment to the east, that the posted speed remain at 35 mph rather than the 40 mph indicated by the speed data. Segment No. 23 — EI Camino Real — Red Hill Ave. to Browning Ave. This Segment is currently posted at 35 mph and has an ADT of 8,900 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is commercial and residential and there is no on -street parking. The current posted speed to the west is 35 mph and 35 mph to the east. The critical speed is 43 mph. It is recommended for the above reasons, and to maintain consistency with the adjacent segments, that the posted speed remain at 35 mph rather than the 40 mph indicated by the speed data. Segment No. 32 — Heritage Way — Tustin Ranch Rd. to Myford Rd. This Segment is currently posted at 30 mph and has an ADT of 1,204 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is park facilities and residential (non -fronting) and there is no on -street parking. The current recommended speed to the west is 35 mph and 35 mph to the east. The critical speed is 42 mph. It is recommended for the above reasons, that the posted speed be increased to 35 mph, 7 mph below the critical speed to maintain consistency with the adjacent segments, rather than the 40 mph indicated by the speed data. Segment No. 50 — Keller Drive — Robinson Drive to Jamboree Road This Segment is currently posted at 30 mph and has an ADT of 2,000 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is a sports park and high-density residential (non -fronting) and on -street parking is allowed on weekends and holidays. The critical speed is 38 mph. It is recommended for the above reasons, that the posted speed be remain at 30 mph, 8 mph below the critical, rather than the 35 mph indicated by the speed data. Segment No. 51 — Main Street — West City Limits to Williams Street This Segment is currently posted at 30 mph and has an ADT of 8,922 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is residential (non -fronting) and on -street parking is unrestricted. The current speed to the IAiocf ie 'Ir-% mr-th nnrl '1fl mr-th +^ fho ono+ Tho r►rifir►-m1 oruoorl io- '17 mr%h If io rnr-r% mmor%r4gar4 posted speed remain at 30 mph, 7 mph above the critical speed, rather than the 35 mph indicated by the speed data. Segment No. 52 — Main Street —Williams Street to Myrtle Avenue This Segment is currently posted at 30 mph and has an ADT of 8,922 average daily trips. ip There is 1 lane n each direction divided by a raised median west of Stoneglass Street and a double yellow east of Stoneglass Street. The adjacent land use is residential (non - fronting) and there is on -street parking east of Stoneglass St. The current recommended speed to the west is 30 mph and 30 mph to the east. The critical speed is 39 mph. It is recommended for the above reasons, and to maintain consistency with the adjacent segments, that the posted speed remain at 30 mph, 9 mph below the critical speed, rather than the 35 mph indicated by the speed data. Segment No. 69 — Nisson Road — Pasadena Avenue to B Street This Segment is currently posted at 30 mph and has an ADT of 4,000 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is residential and freeway, and on -street parking is allowed with some restrictions. The critical speed is 42 mph. There are several driveways located on this segment. There is moderate pedestrian activity on this segment. It is recommended for the above reasons, that the posted speed be raised to 35 mph, 7 mph below the critical speed, rather than the 40 mph indicated by the speed data. Segment No. 70 — Nisson Road — Newport Avenue to Red Hill Avenue This Segment is currently posted at 35 mph and has an ADT of 5,511 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is freeway, commercial and residential and on -street parking is allowed with some restrictions. The current recommended speed to the west is 35 mph and 35 mph to the east. The critical speed is 45 mph. There are several driveways located on this segment. There is moderate pedestrian activity on this segment. A sharp compound curve also characterizes this roadway segment. It is recommended for the above reasons, that the posted speed remain at 35 mph, 10 mph below the critical speed to maintain consistency with the adjacent segments, rather than the 40 mph indicated by the speed data. Segment No. 71 — Nisson Road — Red Hill Avenue to Browning Avenue This Segment is currently posted at 35 mph and has an ADT of 4,503 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is freeway, commercial and residential and on -street parking is allowed with some restrictions. The current recommended speed to the west is 35 mph and 35 mph to the east. The critical speed is 44 mph. There are several driveways located on this segment. There is moderate pedestrian activity on this segment. A sharp compound curve also r. harar_tari7ac Chic m!2tAIA10%I eorlmont If ro^r%nn mmr%m Ar A 40. A. 4-�,.. „6,,..,.. 0- 0%...r i1.._i LL- - posted speed remain at 35 mph, 9 mph below the critical speed to maintain consistency with the adjacent segments, rather than the 40 mph indicated by p the speed data. Segment No. 86 — Prospect Avenue — First Street to Main Street This Segment is currently posted at 25 mph and has an ADT of 4,204 average daily r' g y t ips. There are 2 lanes in each direction divided by a double yellow. The adjacent land use is residential and commercial and on -street parking is unrestricted and heavilyutilizedTh . e current recommended speed to the north is 30 mph. There is a four-way p sto at Third Street and the intersection at Second Street is uncontrolled. The critical speed is 33 mph. ip p It s recommended for the above reasons, that the posted speed remain at 25 mph, 8 p p mph below the critical speed, rather than the 30 mph indicated by p the speed data. Segment No. 87 — Red Hill Avenue — N/o Irvine Blvd (NCL) to Bryan Avenue This Segment is currently posted at 40 mph and has an ADT of 19,494 average daily g Y trips. There are 2 lanes in each direction divided by a doubleY ellow north of First Street and a raised median south of First Street. The adjacent land use is school and residential. On - street parking is unrestricted south of Olwyn Drive and restricted north of Olwyn Drive. There is an uncontrolled school crosswalk at the intersection of OI n Drive where ere recently there was a fatal pedestrian p accident. The current posted speed to the north is 40 mph and 40 mph to the south. The critical speed is 47 mph. It is recommended for the above reasons, and to maintain consistency with the adjacent segments, that the posted speed remain at40mph, 7 mph below the critical speed, rather than the 45 mph indicated by the speed data. Segment No. 96 — Robinson Drive — Irvine Blvd. to Jamboree Road This Segment is currently posted at 30 mph and has an ADT of 5,292 average daily trips. g y t ps. There is 1 lane in each direction, with bike lanes, divided b painted median. T Y a p he adjacent land use is residential (non -fronting), elementary school and city park/sports complex. There is no on -street parking. The critical speed is 42 mph. It is recommended for the above reasons, that the posted speed be raised to 35 mph, 7 mph below the critical p p tical speed, to maintain continuity with similar street segments in the area rather than the 40 mph indicated by the speed data. Segment No. 97 — San Juan Street — Newport Avenue to Red Hill Avenue This Segment is currently posted at 30 mph and has an ADT of 3,665 average daily y trips. There is 1 lane in each direction divided by a doubleellow. The adjacent land use is high- density � g density residential and high school and elementary school. On -street parking is allowed . p g with some restrictions. The critical speed is 37 mph. It is recommended for the above reasons and to maintain consistency with the adjacent segments, that the posted speed • .. p p remain at 30 mph, 7 mph below the critical speed, rather than the 35 Y mph indicated b the speed data. Segment No. 98 — San Juan Street — Red Hill Avenue to Browning Avenue This Segment is currently posted at 30 mph and has an ADT of 2,266 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is high- density residential, park and school. On -street parking is allowed with some restrictions. The critical speed is 39 mph. It is recommended for the above reasons and to maintain consistency with the adjacent segments, that the posted speed remain at 30 mph, 9 mph below the critical speed, rather than the 35 mph indicated by the speed data. Segment No. 116 — Yorba Street — Jacaranda Ave. to Amaganset Way This Segment is currently posted at 35 mph and has an ADT of 6,402 average daily trips. There are 2 lanes in each direction divided by a double yellow. The adjacent land use is commercial and residential and on -street parking is unrestricted. There is a school crosswalk located at Amaganset Way. The current posted speed to the north is 35 mph and 35 mph to the south. The critical speed is 43 mph. It is recommended for the above reasons, and to maintain consistency with the adjacent segments, that the posted speed remain at 35 mph, 8 mph belowthe critical speed, ratherthan the 40 mph indicated by the speed data. Segment No. 119 — First Street — Newport Avenue to Charloma Drive This Segment is currently posted at 25 mph and has an ADT of 4,521 average daily trips. There are 2 lanes in each direction divided by a double yellow. The adjacent land use is a mix of residential and commercial. On -street parking is allowed with some restrictions. The critical speed is 36 mph. Due to the adjacent land uses, pedestrian activity and close proximity to a residential district, it is recommended that the posted speed be raised to 30 mph, 6 mph below the critical speed, rather than the 35 mph indicated by the speed data. RECOMMENDED SPEEDS GREATER THAN CRITICAL SPEEDS Numerous street segments have existing speeds posted greater than the critical speeds. These segments were analyzed in terms of accident history, continuity with adjacent speed zones, adjacent land uses and other factors that might justify a reduction of the posted speeds. Each segment is addressed in the following analysis. Segment No. 11 — Bryan Avenue — Myford Road to Jamboree Road This Segment is currently posted at 45 mph and has an ADT of 14,633 average daily trips. There are 2 lanes in each direction divided by a raised median. The adjacent land use is residential (non -fronting) and commercial, and there is no on -street parking. The current posted speed to the west is 45 mph and 55 mph to the east. The critical speed is 44 mph. It is recommended for the above reasons, that the posted speed remain at 45 mph, 1 mph above the critical speed, to maintain consistency with the adjacent segments, rather than fho A0 rrmr,h inti;^,nfor! h,,i fho �r%AmmA An+,n Segment No. 58 — Michelle Drive — Chambers Road to Franklin Avenue This Segment is currently posted at 40 mph and has an ADT of 3,328 average daily trips. There is 1 lane in each direction divided by a double yellow. The adjacent land use is commercial, and on -street parking is allowed with some restrictions. The critical speed is 39 mph. It is recommended for the above reasons, that the posted speed remain at 40 mph, 1 mph above the critical speed, to maintain consistency with the adjacent segments, rather than the 35 mph indicated by the speed data. Segment No. 95 — Red Hill Avenue — Warner Avenue to Barranca Parkway This Segment is currently posted at 50 mph and has an ADT of 28,961 average daily trips. There are 3 lanes in each direction divided by a painted median. The adjacent land use is commercial and industrial, and there is no on -street parking. The current posted speed to the north is 50 mph and 50 mph to the south. The critical speed is 48 mph. It is recommended for the above reasons, that the posted speed be remain at 50 mph, 2 mph above the critical speed, to maintain consistency with the adjacent segments, rather than the 45 mph indicated by the speed data. Segment No. 106 — Tustin Ranch Road — Bryan Avenue to 1-5 This Segment is currently posted at 45 mph and has an ADT of 29,324 average daily trips. There are 3 lanes in each direction divided by a raised median. The adjacent land use is residential (non -fronting) and commercial and there is no on -street parking. The current recommended speed to the north is 45 mph and 50 mph to the south. The critical speed is 38 mph. The traffic signals on this segment are closely spaced and there are issues related to the coordination with Caltrans' controlled signals. It is recommended for the above reasons, and to maintain consistency with the adjacent segments, that the posted speed be reduced to 40 mph, 2 mph above the critical speed, rather than the 35 mph indicated by the speed data. PART I I I (C) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard SENIOR warning sign. Alocal authority is not required to erect any sign pursuant to this paragraph until donations from private sources covering those costs are received and the local agency makes a determination that the proposed signing should be implemented. A local authority may, however, utilize any other funds available to it to pay for the erection of those signs. Increase of Local Limits Section 22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 457 507 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25 - mile -per -hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens. Decrease of Local Speed Limits Section 22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50,457 40, 35, 30, or 25 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. Downward Speed Zoning Section 22358.5. It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions. Boundary Line Streets Section 22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions. Maximum Speed for Designated Vehicles Section 22406. (a) No person may drive any of the following vehicles on a highway at a speed in excess of 55 mph: (1) A motor truck or truck tractor having three or more axles or any motortruck or truck tractor drawing any other vehicle. (2) A passenger vehicle or bus drawing any other vehicle. (3) A school bus transporting any school pupil. (4) A farm labor vehicle when transporting passengers. (5) A vehicle transporting explosives. (6) A trailer bus, as defined in Section 636. Speedtrap Prohibition Section 40801. No peace officer or other person shall use a speedtrap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speedtrap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code. Speedtrap Section 40802. (a) A "speedtrap" is either of the following: (1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within 5 years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures jI.. r -r -L-:--.L ---- -1 - -- -- _1 - -- -- V - 1- - I - - -I -A- --- -1 --- - -1 - -- (b)(1) For purposes of this section, a local street or road is defined by the latest functional usage and federal -aid system maps submitted to the federal Highway Administration, except that when these maps have not been submitted, or when the street or road is not shown on the maps, a "local street or road" means a street or road that primarily provides access to abutting residential property and meets the following three conditions: (A) Roadway width of not more than 40 feet. (B) Not more than one-half mile of a uninterrupted length. Interruptions shall include official traffic control devices as defined in Section 445. (C) Not more than one traffic lane in each direction. (2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign. (c)(1) When all the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable: (A) When radar is used, the officer issuing the citation has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. (C)(i) The prosecution proved that the officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the 3 years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following: (A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (13)(i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects: Except as specified in subclause (II), 7 years. (11) If an engineering and traffic survey was conducted more than 7 years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic condition have occurred including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years. (ii) This subparagraph does not apply to a local street, road, or school zone. Speedtrap Evidence Section 40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speedtrap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented isnot based upon a speedtrap as defined in paragraph (2) of subdivision (a) of Section 40802. (c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within 5 years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speedtrap as defined in paragraph (2) subdivision (a) of Section 40802. APPENDIX A "SEGMENT DATA" CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Auto Center Dr East Location: EI Camino Real -South Intersection ACD No. 1 11000 Field Review By: RSM Checked By: Josh McDonald Time: 10:40am-12:10pm AILING SPEED DATA 2 lanes total - painted median Location of Survey ........ Mid Point .............. ......:......................'. ' .. . Signal at EI Camino, Stop South Intersection Date of Radar Sample 3/17/2004 South Intersection, North Intersection 85th Percentile (mph) 32 Yes/No 10 mph Pace (mph) 23 to 32 Yes Percent in Pace 66 Yes Posted Limit (mph) 30 .. .... .._. .. .. ACC ...E .. .__ _. HST. NT I :..... .. f ............... Y U ? .:....A:::- ..... .. ... ......... .. b...:..... .. :. Y f. ....... ...::.. 7 r S •.Y: r Time Period Covered (months) 36 Length of Segment (Miles) Speed Related Accidents 0 Saeed Related Accident Rate No Annual (Acc/year) 0.00 Slight "S" curve Accidents/MVM 0.00 Lateral Visibility Average Daily Traffic 11000 Lane Configuration 2 lanes total - painted median Traffic Controls Signal at EI Camino, Stop South Intersection Crosswalks South Intersection, North Intersection Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Yes Other (Specify) _ DRS:: �:.�O AD _.. �rrAY .. O _ ..:. Length of Segment (Miles) 0.2 Vertical Curve No Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy AJAD (11T LAND _ ... . �JSES Tus fin A�tto:Center REGOMMENDE-D-SE-€�-L-IAAIT--30- SPEED LIMIT CHANGE No Sig Ne SURVEY - - - 'RCN Sr. NAS t /' �,1r ,-, Warren caenpact� PARTLY MOUDY MOSTLY t�=13Y POG RAIN ed 4) f2 R(3W5URPPAX0l*l*0THW- (pWE1W IFOTHM ATiON POprt' M -- �o : '`r RCLAa CFAW POOH _ - --`—� Ute o ALSO NOTEIF PAR HEAVII:Y U S. OS'TESP�i7 _ - _ .. ATEaF4BSERVAT10N8 3 l ��� PB£7E.�TR 18' NaW IKJM HlW IMS OF OHSERVAT10 . � DATA COLLECTION 1 �•''y� - r I ? ' i :� 08.S1RUC:i0�18 AF�CTINGSP�'ASO. TRS. SHRUBS SWC OW . HE= CURVES TRAVH.TO SITE :� �� �` WES ROADWAY SEG�A@ITLENG^iH '• 2 • .. sa1efrLENGTH. E-�c. M •,�,! (BTN UL*M . -- TOTAL NUMeER OF LANES (THIS a1REC LION) :OMIN@tT5(aP�SiTt: DIREC 110N) ; T 3TALBOTH DIRELIMNS ? - MESI MOTH CURB TO CURB (FT)- OATA 01LE-CTION METHOD 0EVELOPSM91r: RES10ENT AL INOUSTRIAL OIRE{'IION �+ � ^ � • � v S � • �IRECnON2 , :� ; ,, � � • COAA81NE7 TO! TOTAL T�orl•TOTAL. Z . AI. ; q i p i M MIME[ 11 QII11 121301312Q1213IICI ERIC= 19 X119 QII 130(2 1201300' QII QQt? 0 0 1301 = 2Z lgP1 E�1E ImQ QIIII QII (2012 (2131201. 0012011 tf toll cocoa cocoa cacao QQ 00112 rz RIEN1311 1313131312 1212131211 12120 1212121322 Qilitf 1212131311 121212012 QQ Q13II 1312111211 7 23 13135= 191031312 1312121212 121213 QII CE21L 7 uryll 611000. 130 131211 CE121312 01313 - 4 24- (111§81Z131313 12[10 Slawsw. [21201311 [Mo-- QIIQIIrs 11 21. � �� QaaQEr aMaIIII: _ �a13Qr7 131213 aaaals Qa130a � saw. 12 12(2121312 QIIQII11 1211001a t�132tr EM [2 [212(21311 0013II� (21213 _ '& Zr 122131311 QIIQIIII [2120130: QII01311 012131311 ; 10 ME1301U EMIUSIF QII121311 01213011 QIIQIIII 28 (BtEj[ I I QIIa 121301311 1=121310 113101301 1 •1lIf EK13 12121313CI 01213012 1313131312 . Iil�t till QIIQ QII0QT1 QIIQII11 01201311 t 9, [l1$IE1!1311 120 12011 12120 1313= = It 30' gamin 1011MIF 110,13II11 1213131322 (213121312lc� 11�1321K �11S1� QII13CET 12120 (21212130? ' 31 1M E21 121313 QII QIIII 12GO 121112011 7 psi -SINEW IE20IIQ QLIQQII. QII QIIQ 121201311 6 32 IgQNU 131301317 QII 0001 (212121211 IM13011 Y MIME E 901310. 013121211 120 13 QII QIIQ 4. 33- QII (fil I [2000a QII QIIII QII QQCr 1213121301 2. SK13130: QII 131211 1212121213 [21213 1312121311 . 34. (B Q1iJQ (31213130. (21212130:1311= 121212001 11MUL QII 121311 QII QIIII: QII QQ12 QII QIIII 4 35 1113130211 1213131311 QII121312 (211131311 (2(2QQ1I 3 MtIIItT 131312130' 1100(2[2 1212121212 0001312 • 0 36 QII 1312[1 QII QIIQ Q0131212 120 1300. 121.213IICI 16 11191KEt 110131312 1213121311 13121301a. 13tIII3 1 37' 1113131302 120 12007 (213131311 QII Q12CI aCItIICr 0 12131312 QII QIIII QQ QIIQ -00 131211 131213011 t .1 33 QQ 131311 1212131311 [20 01311 (2Q 0001 00121211 511131312 13131300t 120 13012 QII QIIQ QII QQII i 4 39 §000[l C1013012 121301211 121201211 121212012 13130a. QII12120. 12120 QIICQ0 01213 c� 40 [213131213 121312132? 12(2131311 011301311 121201311 = ttff 1212131311 1213131312 QIIIIQII' 012GOEr 41 01213011 QII 0013' 121213130:121212011 1212121213 [312121211 (2II 121211 121313011 QQ 13QCr QII QQIZ. = 4 42- 10131311 1312131202 E200012'.01112 QII131211 = Q 1312[1 121312011 1212121211 [312131311 1=13 43 QII 13IIII QII 131311 QII 131202 1211121211 12E I1313CI QuacEl Cocoa cocoa QII 012Ct 0121301= j 44 QII QIIII 120 12 E1013 1311121211 13CI12121Z. oucall Cacao. Cauca. accall coo � 45 IM131211 =13120. =1321 QII 3 EMU= t U13011 QII 00Ej QII QIIQ 00 131211 QII 01311 46 (2121312U. QII 131311 (20013[l 013131211 1212121202 4 15T1121311 EM= QII 13M QII12121Z 13121213U 4r[212131311'1312= 121213130 1301131311 IM13QIZ - 12121211 QII13I� [21212011 [2[2121311 I= 13 48* 121213130: [2II.OIICI OCIO1311 01101322 1212131212 12121312 QII121211 QII0011 1312131311 131112 49- nri noQ 1212131212 1211131312 13=11 (2rTrlrl Q- 1312EI QIIOQCL 121112CM= QI3100M 50= 13(21113[0 QIICI12LT 1212121311 12100 1202121302 12EI13II0' 12131201E [21213011 aCIQ011 QIIC Orl 51 012131311 Imc-El 1213131211 12[2121312 1=130CL MUCCI 120131311 12121313[1 120.121211 0013012 - 5z. 012=. 012 QIIQIICI QII13QC1 1213131212 rl,1313 1201112[1 1212= [1213120. 121213 53 [213131311 1212131212 QtIUULL C OTTOIItI 12113121212 1312131311 130.131311. IMEM 54- IIIIIIIIIZ 1213131301 122213011 0 CCU QCII3131L Q1113IItZ 02213021 C�CIIIIII>: ■1■ ■i■ ■ ■1■1101■IM ■1■11■1■1■ ■ ■ ■ ■I■ ■1■ ■I■I■ ! ■1■ ■ ■ ■ ■ ■ 3101■ ■1■ minim ■I■i■ ■ ■ ■I■ ■ ■ ■ ■ ■ 115111411111111111111 ■1■ ■ ■I■ 0131111112 ■101■I■ ■ ■1■ 812111401■ ■IMI■ ■I■ ■ ■1■ ■IMININI■ ■t■ ■ ■I■ ■t■ MINI■ ■1■ ■101■ ittl■1■I■t■ ■1■ ■ ■1■ ■1011■int■ ■1■ ■ ■ ■ ■ ■ ■ ■ ■ ■IM alulmdulmil 010151681 nminim • ■I■ ■101■ ■I■ ■101■ ■1■ ■ ■1■ ■i■ ■101■ ■�■ ■ ■1■ ■f■l■l■�■ ■i■�■ ■t■ ■i■�■t■tmoot NIMIMINI ■I■ ■■■ ■■ ■■I■ MINIM MIN■i■ ■IMIN ■ is ■ ■I■ minim ■ ■ ■i■ MINI■ 11101MIN11114 ■ ■ ■ ■ ■ ■ ■ minim ■101111■1■ ■1■ ■ ■ ■ ■ ■ ■ ■ ■I■ ■ ■I■ ■1■i■ ■I■1■i■1■ millsiximleal■ MINIM ■I■ ■ ■1■ ■I■ ■110■ ■I■ ■ ■ ■ ■1■r■ ■I■ ■I■11■1■ ■ ■ ■r■1■1■ol ■1■ ■I■1■ ■ ■ ■IMI■ ■ ■IMI■:■ ■I■ ■ slo et■ ■twt■ ■ ■ MINI■ ■1■1■I■I■ ■I■1■I■10� immmmmmmmmmmmmmmmmmmmMMMMMMME immmmmmmmmmmmmmmmmmmmMMMMMMME immmmmmmmmmmmummmmummmmmmmmms immmmmmmmmmmmommmmommmmmmmmmo immmmmmmmmmmmummmmummMMMMMMME immmmmmommmmmoommmommmmmmmmmo immmmmmmmmmmmumommummmmummmmo iMMIMMIMMIMMIMM00000MooMoMooMMIMM■ iMMIMMIMMIMMI0000000M0000MooMMUMI■ iMMMMMMMM0000000M0000000mmom■ iMMMMMMMM0000000000000000MOM■ Io o m momm mo m mo mm oo mElm o m m o m 0 ONE Ioom■■MI■MMINIMMINIMME!OMEN MOMMINIMMI■ Iom00000MMOMM©©M©mmmmmmmmmmm■ IMMONEWOOMM©©©©©©MMM©00MENOM■ I1MOMMOM©E!MM©©©©©©MON©0M©00000 ����. WW3W03L"zL"3c03cWJMWWJFWAFW4m=M=mm=0 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Auto Center Dr North I Location: North Intersection to West Intersection ACDF No. 2 .. ADW- FACTORS .. 0 AY Field Review By: RSM Checked By: Josh McDonald Time: 12:16pm - 1:24pm A: PREVAILING SPEED DATA Location of Survey Vertical Curve Mid Point Date of Radar Sample Horizontal Curve 3/17/2004 85th Percentile (mph) Lateral Visibility 30 10 mph Pace (mph) Surface Condition 19 to 28 Percent in Pace Sidewalk/Driveways 75 Posted Limit (mph) Street Lighting 30 B ACCIDENT HISTORYwp Driveway Density Time Period Covered (months) 36 AQJACENT LAND USES Tustin. Auto Genter Speed Related Accidents RECOMMENDED SPEED LIMIT 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 C# :. T C::' . _ _RAFF.I FACTO S .. ............ ... . R Average Daily Traffic 11000 Lane Configuration 2 lanes total - painted median Traffic Controls Stop North Intersection Crosswalks North Intersection, West Intersection Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Yes Other (Specify) .. ADW- FACTORS .. 0 AY Length of Segment (Miles) 0.10 Vertical Curve None Horizontal Curve Gradual "C" curve Lateral Visibility Fair/Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy AQJACENT LAND USES Tustin. Auto Genter RECOMMENDED SPEED LIMIT 30 MPH c+ntm_1�"_r% I NUM19P ^I I w &I IN ■ ■I■ ■ ■ ■ ■ ■ ■1■!■I■1■■I■ ■ ■I■ EINARININ11 ■ ■ NJ MINIGRINI ■131■ ■ ■ ■131■ ■ ■ ■ ■I■ 3101RIMIL84 ■I■ 113160151 ■131■ ■I■ mini R 810 ■ ■1■ 8151310 ■ Now mini 1154161111 migivignistal■I■ 010 ■ ■I■ ■1■ ■I■I■ �' ■i■ ■ ■1■ ■1■ ■ ■I■ ■1■ ■1310 51 MINI MINIGNI■1■ ■1■ • ■1■ mini■ ■I■ ■ ■1■JLxi�nLvi NJ 0 ■ mini sins, of ■ ■1■ N 1■ ■ ■i■ ■1■ ■ ■i■ ■ ■ ■ ■i■ ■1■1■1■1■ ■ ■ mini■ 1■ I■ ■1■ ■1■1■ ■1010101■t■ ■1■i■ ■ ■ ■ ■1■ ■ ■ ■131■ minim ■1■ ■ ■1■I■1■ ■1■ ■ ■1■ ■ ■ ■I■i■ ■i■ ■ ■1■ ■1■ minim ■131■ ■I■ ■ ■ ■ ■■ ■I■ ■ ■I■ ■ ■ mini 0■1■ ■1 31■ ■ ■i■1■14 ■ ■ ■ ■ ■ ■ ■ ■1■I■ ■ ■ ■ ■ ■ ■1■1■1■1■ ■1■ ■Is a r SO SNE SURVEY I40 1 a- aw 8"M pr.1'ii0�1 Si: NI1 ,� �_ r .�cr -`-.F= -''�.� , eSz]NFisP(�.01lOY PALMY CLOUDY' MOMY 9011Y POG RAW —' A `+� t�o�1a oR astHe� IF ;TION NBSPIRW- OMRVAT10N POW ru -' `- _ J . 'f ~ RCM FMR' _ p .� ALSO NOTEIF P .--�.-.—� '0SM SPEED UMIM _- >J4 3 ' '; • .^`f P�7F5 S ts09� MI71UM HW .OF08SERVATIONS 111 OF08S VAMOM QATA COLLECT101�1 1 �; '�- r �� - l = �, a8'STRUCI10N8 A�CTM SP�S7 AM TRL�S. SHRUBS 8LOC10NG VISA8g1TY. NIt.Ls. CURM TRAVELTO SITE ROADWAY SEGUE NrLE NGTH :.� _� ' • MILES ' -G ENTLENGiH. C• ? „ • MW UWTS) TOTAL NUMBER OF LANES (THIS DiREC110N) 1 :L NBNTS '�''� " �`' - A� ` `*d►� (OPQOSrrF DIRC-{'riON� f TOTALBOTH OIREC CNS STRETIMM CURB TO CURB (Fr) :;• � •� OATA COLLECTION ME'iHOD'j�- =� " OEVE.OP9AE NT: RESIOENTtAL. INOUSTRI L `-- C NI�AE CBIL • DIf�ECTi • ._,:, _ - C01A81NEs7 �' •,..�..-- 1 • TOTAL ]TAL e : 4 .: 4 �20 ME STS 1JS SEE 1115SCEs QII 0OC : 00130[r � M EEK ' s0 QIIII coo OIIQOI? QII OIII? - 3 -- 21 11125012 0[20[212. 121212012 QQ QQB. QQ QQll 7 2z QIR1IM QE QIIII [2121:1[2[1 00 QQII OCI1201Z GM1213a 120120C QQ QQII 1:20120a C2013 15120ri QII QIIII QII 000, 011000. 01212 • ames� QII QIIII ,QII 0011 aII 13 QII QIIC . i fforl accall QQ aQLI QII 001? 12r.112 • �a12tz OuOacz a�Qalz07. _ 1 115up OmQIICr 2. a allow WIN f�IIIItT QIIOOI2 QCIQOLT �Lf� �Q�tI QIIOOII OCI00>? 0017 . �:1116119. ftpliffir 11190001 aaaOCz 00,1201: ��� llvle�z� MSI12 call 00,120,)1 _ 9 27 insaff 11111E1912 0II001I IM12 131201212 Ilalijar IMI 0II000: 001301: COCCU - 29 g110111E. mKRIM 0II0IILI 01101311 0II01211 s 3 Int f ER MSIF SEES 000 00, 0011 _ _ z .29 IRM13M 120120U. 00,0,0,11 12120011 00,0011 t 1111111012 00 000. 12120arl 0II0QII QII= 30* 1351M QII 12CIr (MCI 0110007 C320171 S §EMMK-- alufIIII QII QII1? QII 0III1 130, 0121= -121201211 4 3, �� ��� 10 a0� 0010120 0110,0,11 ig 6111a QII0IIQ QII00CI QIIQIIII 1212132� 011 3Z §�00II 131:1312U [212000:121:1121311 131112011 j Q CI12IZ QII QIIII QII 111211 QII 13 121212 ars 33 jj0 = (:[1[3[2[1 00 0012 0012011 1201313[r z W21r.0.101 000C11 1I013011 QII 13 121201211 34. QII 111211 QII QII11 QII QIIIZ 0IIQ011 M0011 magam QII QIICI (20120a aII 00,11 012= 35 30 0011 (M[21311 EM13 QIIOIILICCC001 3 WEACIET 12120007 00, 001= 12120011 121212 '• ' 36 012121:1[1 (20 121211 0110120, 12121121212 12121213ri 1 W01212 00 12120' 1212 121211 012000 01112011 3T QII I20CI QII QIIII QII aOCI 130 OaII 01100,11 k [30 0012 QII CIOQ QII 1212CI 01213011 QII 0011 38 QQ QIIQ 00,00,11 0120011 13121312[r QII Qa11 ricaaa, QQ QIII? 012121312 120000. 1:11212 ; _ 39 00 0121 QII QIIII 012130,11 01100,11 121212121:1 1 Saaaa, QII QQCI 00 0012 0I? 000, 121213 40 M12120,0 QII QIIII QIIIIOII EM13 QII00I1 19000U (201313U 01201311 0E1130)1 01212= i 41 110 QIIII QII 0012' 0II0II1M QII 130[1 130,13011 120011213: QII 00110 QII 00,11 12120 121201211 _ 42 11000,[1 00 0011 QII QOLI QII QQCI QQ0011 z Q QIIII QII a12IZ 1212 CCU [211121211 QII 0011 43 QII 00CI 0120011 120121111 12121200: 011120[1 • a 0aEj QII aaa QII 0011 [212121211 12120011 44- aII aaCz CIE2 Q01I 00 a12Cr 01112 01113120 20,1201:1 aQ00EL 00.01312 00,13013. 01201211 45 [M[213[r 00130a 01100,11 [2120 12 Q 0011 CM01211 QII = MOM 012= • 463 QQ QIIII QII Qat: QII OIICI QII 12 1212131311 r70121312• CE20 QII 00,11 QIICIII11 QII 01111. ' . 4r QII00tI A QII QIIII IM1201 10110011 QII QIIII 121712CE1 121212 QII 13 0110011 120 QIIII 48' 01200Cr 0[.1300: 01201211 01213 ai300Cr 12121:EL 011130,1100 = aaOC Er 00,131111 _d 49. 013QlIICL r1r1 E3 130,111311 QQQQCZ LE1120CL 0120CEI 0012 OIIQIIII 01201301 • .: IMEM Z QIIOIIIZ Ql?OIICI 0000,11 00,0011 QIIII 0II110II 01213011 01013 59 bt[3 QIIOIIIZ 0110,001 121201311 0011200_ t 131211 QIIIIIIICI 01200,01 01300,11 0013 5Z. 12120000 011 00,0011 Q013 QIIQQII w12= 011= all= 00 1212013[r�II • 51 a0i1 012 0L?001I 0IQI3II- M= *.1713CEr 01300,11 0120IIICI; QCI= 12110 OM � • 54- aIIIIII� QIIOII� Q131211II 0110,131: 0011 0110,0,11: 1311130,11 0013tI1Z OCIIIIIIZ . IN ■ ■I■ ■ ■ ■ ■ ■ ■1■!■I■1■■I■ ■ ■I■ EINARININ11 ■ ■ NJ MINIGRINI ■131■ ■ ■ ■131■ ■ ■ ■ ■I■ 3101RIMIL84 ■I■ 113160151 ■131■ ■I■ mini R 810 ■ ■1■ 8151310 ■ Now mini 1154161111 migivignistal■I■ 010 ■ ■I■ ■1■ ■I■I■ �' ■i■ ■ ■1■ ■1■ ■ ■I■ ■1■ ■1310 51 MINI MINIGNI■1■ ■1■ • ■1■ mini■ ■I■ ■ ■1■JLxi�nLvi NJ 0 ■ mini sins, of ■ ■1■ N 1■ ■ ■i■ ■1■ ■ ■i■ ■ ■ ■ ■i■ ■1■1■1■1■ ■ ■ mini■ 1■ I■ ■1■ ■1■1■ ■1010101■t■ ■1■i■ ■ ■ ■ ■1■ ■ ■ ■131■ minim ■1■ ■ ■1■I■1■ ■1■ ■ ■1■ ■ ■ ■I■i■ ■i■ ■ ■1■ ■1■ minim ■131■ ■I■ ■ ■ ■ ■■ ■I■ ■ ■I■ ■ ■ mini 0■1■ ■1 31■ ■ ■i■1■14 ■ ■ ■ ■ ■ ■ ■ ■1■I■ ■ ■ ■ ■ ■ ■1■1■1■1■ ■1■ ■Is a O O N O O N �A ch 0 O 0 w 0 O N N O0N 10NN mommommmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm ommmmmmmmmmmmmummmmmmmmmmmmo mmmmmmmmmmmmmmumommmmmmmmmmo mmmmmmmmmmmmmmomommmmMMMMMME mmmmmmmmmmmmmmomommmmmmmmmmo m m m m m m m m m m m m m m© © m u m m m M M M M M M E E m m m m o m m m m m m u m© m m u m m o m m m o m m m m m m m m m m m m m m m o m ©© m m u m m m m m m m m o E m m m m m m m m m m m o m© © m m o m m m u m m m m m E m m m m m m m© m m o© m© ©©©© m m m© m m m m m m o m m o m m o m m m m m m m m m m m m m m© m m m m o E m m m m o m m o m m o m m m m© © m m m o© m o m m m m m m m m m m m m m m m m m m m© ©© m m M© M M M M m m m m m m m m m m m m m m m m m© ©© m m M© M M M M E �iooii�o�C®C®�CC�®®®®QCC�■_■���®� CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: Auto Center Dr South Location: West intersection ACD to end of street No. 3 Field Review By: RSM Checked By: Josh McDonald Time: 1:27pm - 2:30pm Al:PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/17/2004 85th Percentile (mph) 31 10 mph Pace (mph) 22 to 31 Percent in Pace 67 Posted Limit (mph) 130 B DENT HISTORY �. ACCI .: . Time Period Covered (months) 36 Speed Related Accidents 0 Saeed Related Accident Rate Annual (Acc/year) 0:00 Accidents/MVM 0.00 RAF FLC . FACT ORS Average Daily Traffic 1,000 Lane Configuration 2 lanes total - painted median Traffic Controls Stop West Intersection Crosswalks West intersection, South intersection Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Yes Other (Specify) D" ROADWAY FACTOF S Length of Segment (Miles) 0.20 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes - Driveway Density Heavy E: ADJACENT LAND USES Tustin Auto Center _ __ RECOMMENDFD_SPEED_LLMIT______ SPEED LIMIT CHANGE No NESLURVEY XX (Sr . NAS Kin WW"M Slow CLOU10Y 9XIMY CLOUDY M01my CLOUDY MG RM. WIMM" Tc.) u F;RCWSURFPAXcw aR amw WERVAMON POW GOW FAIR' if OSTED S 7 uWr 2a �W" ALSO fcm IF PARKMONam ATF.OFO RVATIONS PS301RUM V0WLQW ME13RJM H104 IME OF DATA COLLECTION 001RU01 AFFECTIM A& SHIM.188WASUTY. amma TRAVELM SrM ROADWAY SEG&Oleir ue4GTFf MILES sEsuefruew", (MW umffs) TOTAL NUMBER OF LANES (MIS OIRECnCN) J f lif CD7-4Af (OPPWI I tz DIRECTION) ,aMMENTS TMALBOTH DIREC I IONS STRESi )MCM4 CURB TO CURB (FTj 13ATA COLLECTION METHOD oejacpseNrRESI e4ML INDUS TRIAD TOTAL. ZV 9 MMINE 1121101: 121201211 IM121M 0120011 5 ZI 11550 131:1 13131Z 1312131211 E01313EI 012 13011 ra 2z ME 9111 010 1213E1 012 13131: 1312 13011 1311131 EI 1 21 15211T 11111101: 120121211 1312121311 MEMEL 24- nf= 1XI[En 1212121211121212121: c�a13a� �� ZrIlm We EM= [M 61111M. 10 [21M 13 12CM EM121312 13CII21217 �- .1131111[j. MCME1 C212131211 MOE= 012131312 23 11LINK K. Emil MIMI 1111121211 IM121M 2 .29 IMIJER ffff [2r2CL EJEJ1312[l CM 121113 TOTAL • OMjMJMM mJinim m M MMI(OWN I 1 0 1 a I IN RION ■0 Onto Motown MEMIMIN o NO 0EtMIMIN ■ MM(MMM ..... C 1 1 1 .. 1 mJ_m a 0 OWN ■ Muslim an Rolm 104 NJ a! Mani MI.PtEtIgm MINIM a Menlo MIN Inj 0 0 mini MINIM ot■ MIN minim plotalmis 0 No MINUMINIMIst momom win TOTAL L loin MINOMIN Mimle I I !,I AL a MINIMINOWN minim a Fit V%v 4" lots logo minim MININIE i L -. . . . 0 -1 -11, T, Amonom RONNIE almomislosolm 0 MIN loin N lij A. -A 0 olmis N a ■ RINIM ■ mini■ a minim a ON 0 Big almomin Menlo a MIN a 0 a ME a a minim MIN a onto in -1,101310 11MIN 01110111111 memim a MIM11 0 to a ■ OWN 0 a M ti 0 M1 a MIN ■ EIMINIM 1131111011 minim MIN MENIMIN MIMONIM moolm state MINIM ■.011MINIM on a min Saint■ I 0 0 K MINIMIN minim NINON MOMIKIN Miami a 0 0 0 0101010101 0 10(molman MIN MIN 0 a a mim- ISIS N EIISISIN ■111 ■0 0 Simon son min 0 a In • .J1101311 11111111110■Gain 1011*111 ■loin ■Iststo 0 :onlon 0 0 0 a 011110101101MIMEN 01101MINGAIMIN Mtn I ,111MIN 11MINIM ■won Ingots ■late ■IMINIM 0 I a 0 a 0 0 01110011 Ami MIMERIMIN Kim mininin,maminin Simon MIRIMIN misininiommiets MIN L mime MIN 0 staimincoim 0 MINOR minisim 1101010 mantaLs minamis olsim sloto 0 1 1 mosings Stan 0 a a §10111110101 ■a 0 SIR a MINIMIM 0 MIMINIM101 ■■ 1-10103 olummmusimmols 0 M(M a a NINON Else 0 ■ a 0 given MIMINIM a a min MEMINIM 0 min min in -Noun Its KI M 0.0 MORIN ■0 a 0 ■a 011■0.10 minim mine ■0 3 Elm ON a■to 0 0 ■Mtn 0 malmis a a 0 os NINE Elm 0 MtmmM Mni -min �ng mols meson 0 ■EIMFMMIMIMM Mason 1101011 liffainto MIMEMIMOMWe NINE 0 a ■JENNE a minim a no I MININ IMINIM MINIMMIN §1010-■ 0101111101111 on ■W0111 a$ 0 0 0 sionsiol 0 min 10101131011011*0101 mom 3011108 NINE 0 manis minim MIMINIM on m inim 01 11111mom 0 0 0 min Mtn! ■min 0 min Mmzi i■ 5, min min 10111011110110 samis minim ■MONININ 0 a 0 wing ■ImIlls a 11101101IN a a -0 0 a a -31101010 molloon mines MINIM ■I minim 11110111110 scalemin■ 01 im 10110imi manimmuls MINIMIN monsoon ninnies 0 minim In MININ somisimasin 0 minis min alsomin 0 min -mania ■memo ■minisionginis 1111010101M RININGMININ 0 ad 1 mimesis MINIM OEM MINI mealmiml min Bill in MIMIN minim Rimini olmleal mini KIM 310131611144oll NIMINGRIMIRINIM401 mill 010401 millain -,-,a alsomintoomin minim alml MIMINNIMINIMININ mini minds! M1 almin MiM11mIMiMGMIMMImIM ■IMININIM16010111012 min= M MIN a folvin minininissinin min)m, ■I insvionsivinimis Emil Rimini 0101401 Noll MI 04MIM(MININ a MINIMINQ - I■111101MIRIMIMININ I■JOIN 0 IN 1 010 l midelml NJ mimosa'a' 111MIN mimillologal Minims m!gal mini almianisto ■- ININIM .1.1.1.1. .i.im101 WWi -0.1.1 -1- i vo 0000 voo oases aoaaaa aoaoo ooc� �..........00000.000000�..... ,...000.o.0000000000000000... CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Browning Avenue Location: Bryan Ave - EI Camino Real No. 4 Field Review By: RSM Checked By: Josh McDonald Time: 1:15pm - 2:05pm A: PREVAILING SPEED DATA Location of Survey N/O San Juan Date of Radar Sample 3/3/2004 85th Percentile (mph) 44 10 mph Pace (mph) 37 to 46 Percent in Pace 65 Posted Limit (mph) 40 B: ACCIDENTHISTORY Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 1.80 C. TRAFFIC FACTORS:._ _ Average Daily Traffic 31043 Lane Configuration 4 lanes total - double yellow line Traffic Controls Signal Bryan, Stop EI Camino Real Crosswalks Bryan, EI Camino Real Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No Other (Specify) No commercial vehicle over 3 tons D- ROADWAY ACTO s Length of Segment (Miles) 0.50 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Very light E. ADJACENT LAND USES _ Residential nonfrontin f :School done ( g3+. -RECOMMENDED_SP_EED__LIMIT 40________ SPEED LIMIT CHANGE No �� ■■■■■ ■■■■■ K ■■■■■•■■■■ ■■■■■■■ slalom■■■■■ ■■■■■■■■■■ ■■v■ ■■ ■■■■ ■■■■ Mtn ■■ ■ ■■■ ■ ■■■■■■■■■■■■■ ■■ Bimini ■■ ■■■1■■ ■■■■■ ■■■■■ ■■■■■ �- mini mini ■ ■■■■ sell ■■■1■ ■■ Mimi semi ■ ■■1■ �. ■mislojelffolotjujugain minim ■MINIS'■ ■■ minis • ■■■■■ ■■■■ ■■■■■ ■■■■■ -■■■■ '.■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■■ ■■■■1■ ml■■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ''i" AA,Siegal ■■■ ■■ ■■■ ■■ ■■■ ■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ?. ■ ■■■ ■■■■■ ■■ ■■■ ■■ ■■■ �■ ■■■ ■■ ■■■ MINI ■■■ mi NJ ■■1■ ■■ ■■■ • ':■ ■■ ■■■■■ ■■■ ■ ■■ ■■■ ■■ ■ ■ ■■ ■■■■■ ■■ ■■■ ■■ ■tl■ ■ ■■■ ;■■ ■ ■1111111111011110■■■ ■■ ■■■ ■■ ■■■ At"Illossim■■■ ■■■■■ ■■ ■■■ ■■ ■■■I ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■I L-1 ■■■ ■■ MINIMEM ■■■ ■stools ■■ ■ ■■ ,.,■ ■■■■o ■■■■■ ■■ ■■■ ■■ ■■■ ■■■ ■ ■■■ ■1■ ■■■ ■■ ■■■ ■■ ■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■� i■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■1 ■■■■■ ■■■■■ ■■■Eisen!■■■■ ■■■■1 ■■■1■■ INS SIR ■ misimincoini mini semi MINI ■i ■■■■• Eaton■■I■■■■ ■■ mai■ ■■ ■■i �► ■ ■ ■ ■ ■ ■10 ■1■ ■ ■ ■ ■1■ ■ ■ ■ ■ simismix ■ ■1' ■ ■ ■ ■I■ ■tminim ■ ■ ■ ■ ■1■ ■ ■ ■ ■i■ ■t■ ■ ■1 ■ ■ simininsin ■ ■1■ ■ ■ ■ ■1■ ■I■ ■ ■1■ ■ ■ mini '- ■1■ ■I■ ■ ■f■i■1■1■ ■1■tNJ missal 0 ■t■1■ ■I■ ■1■I ■fIt mini ■ ■f■ mini semi ■1■1■!s ■1■ ■1■I■ ■I■ ■1nl ■1■ ■ ■1■ ■1■ ■1■1■ ■1■1■i■1■ ■1■ ■1■1■ ■i■ ■1■ ■I■ ■I■1■ ■I■ ■1■1■ ■I■ ■1■I■ ■1■ ■1■1■ ■I■ ■i■ ■1■I■I■1■ ■I■ ■til■ ■I■1■1■t■ ■1■ mini■ ■I■ ■1■ A■t■ ■ ■1■ ■11011all Mimi almost soul I ommoommommoommmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME M M M M M M M M M M 0 M M M M M M E M M M m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo • . . . . . . . . . . . . . . . . . ■ . . . . . . . . . - . . - . . . . . . . . . - - - . . - . . . . o mmmmmmmmmmmmmmmmmmmomommummommommommommommmmoommoom • M M M M M M M M M M M M M M M M M E M M m m m m© m m m m m m m m m m m m m m m m m m m m m m m m m m M M M M M M M M M M M M M M M M M E M M© m m m© m m m m m m m m m m m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m m m© m m© ©© m© © m m m m m m m m m m m m m m m m m m m m m m M M E m m m m m m m m m m m m m m m m m© m m© ©© ©©© m m© m© m m m m m m m m m m m m m m m m m m m s mommommommommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo EMEMENNEENOMMMENNEMMEmmommmmmmommommmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME , I m m m m m m m m m m m m m m m m m o m m m m m m m m© m m m m m m m m m m m m m m m M M M M M M M M E CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form -Qps:i=n i iMiT CHANGE No Street: Browning Avenue Location: Nisson Rd - Walnut Ave No. 5 Field Review By: RSM Checked By: Josh McDonald Time: 11:22am - 12:45prr A: PREVAILING SPEED DATA Location of Survey Nisson Rd - Walnut Ave Date of Radar Sample 4/1/2004 85th Percentile (mph) 41 10 mph Pace (mph) 32 to 41 Percent in Pace 63 Posted Limit (mph). 35 +CADENT HISTOR __ Time Period Covered (months) 36 Speed Related Accidents 7 SDeed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 3.12 1 A+�T FF _ F_ . . _ . T �. Average Daily Traffic 49102 Lane Configuration 2 lanes total - painted median Traffic Controls Signal at Walnut Crosswalks At Browning, Pinebrook, Mitchell Pedestrian/Bicycles Yes/Yes Truck Traffic No On -Street Parking Yes Other (Specify) . - : ::` :.. O . � ROAO'WA�C SACT_ Length of Segment (Miles) 0.50 Vertical Curve None Horizontal Curve None Lateral Visibility Good - Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light .: $� F ADJACENT LAND USE Eerrt+enta � School/Park/Resdentt�r RECOMMENDED SPEED LIMIT 35 -Qps:i=n i iMiT CHANGE No • �A TIS—,-��_.�,--��M��s,• 2=f r L02L. 111■ MINI ■l■ ■1miniffins ■t■1■ ■1■ ■1■1■ ■t■ ■1■I■ :M .0 ■ 111■ ■ ■ NISI■ ■i ■t■1■ ■1■ ■i■t■ ■t■ ■1■t■ ' tai■ ■I■I ■ ■ ■1■ ■1 ■ ■1■ ■1■ ■t■1 ■1■ minim I� :SIC ■ ■ ■1■ ■ ■1 ■1 ■1■I ■I■ ■1■I■ ■1■ ■t■1■ � FIV I F.4i ■1■ ■ ■ ■ u ■int■ ■1 01111■ ■i■ ■ ■i■ � ' " IU: ; U t~ E;. Ir ■1■ ■I■ ■1■1 ■1■ ■I■t■ ■1 ■t■ ■ [.,^ _,i�, r. MINI■ MINI ■ MINI■ ■t■ ■Int■ r� E' c r ■ ■ ■ ■t■ ■1St■ ■t■ ■ ■t■ ■t■ ■1■1■ K ;, ►. r ,. :.1�. ■ ■ ■ MINI■ 01111111011101 ■t■ minim %1 ■ ■ ■ ■1■ ■I■ ■ ■i■ ■t■t■ ■1■ ■ ■t■ C= �:�. IvE:C[. ■■■ ■■ ■■■ ■t■ MINIM • .e : t.Iv r. ^ N■I■ onsistalsion ■ mini■ ■ ■ ■ ■t■ ■I■ ■ minakim ■iNt■ ■ MINI■ ■ ■ no ■1■ E■ �►. �.. : VIP.�■ 0 ■ ■ ■ ■ ■1■ ■Int■ k; t 1■ ■1 Nt 2121■ ■1■ ■ ■ ■ ■1■ ■ ■ ■ � � �-::. !�■ MINI ■ ■ ■ ■ ■1■1■ ■1■ ■ ■ ■ '�i 9101101111111 ■ MI ■ ■ ■ ■ ■ ■t ■ ■ ■j ■i ■ LI= ■I■I■ ■ ■ ■1 minim ■ Q ■ ■I■ ■ ■IM f 1■ ■I■1■ ■1■ ■ ■ ■ ■ ■1■ ■ ■ ■ ■I■ ■I■ ■1■t■ 'It- ■ ■ ■ ■ ■ ■ ■1■ ■t■ MINI son ■ ■ ■1■ ■1■ ■ ■i■ ' w: MINI■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ ■ ■i■ ■t■ ■1■ ■ C� 111111011 1 ■1■ ■1■ 011 ■ ■ ■ ■ ■ ■i■ in■ ■ ■t■ F:1 ■ ■1■ ■I■ ■ ■1■ ■1■ ■ ■t■ ■ ■ ■ ■i■ MINIM ■t■ ' ■1■ 11111■ ■1■ ni minamisint■ Miami oMINI ■1MIN ■ ■ ' �.i■ ■1■I■ ■1■i■ 2t■ ■i■ ■ININ ■1■ ■i■1■ ■I■ ■I■I■ 115 ■ ■1■ ■12 ■1111■ ■1■r■I■1■ ■1■ ■IMI■ mi Mimi ml ■I■ MINI ■1■ ■1St■ MOLOINING111111 at 11111111101iffal■ ■ ■I■ D ■111111121■ MINIM minimi■1■ ■121■121■ ■1■1■t■1■ ■1■i■ ■1■ ■f■ ■1■1■ t� ■lv ■1■1■ L.-I mini11■Is ■1111 ■1011■ ■1�1■ 810101 minsaml■1■I■i■ ■111111121■ ■1■1WININIGNIS1■1■1! ul as mini 01101■1■101■ ■1■1111■1■ ■I■ ■1■1■ Nl■{■I■1■ ■1mini ■I■ MINININ r mini 111■1■ NlvI MININVININININI■ ■i■1■1■1■ simiminimild; • ■1■ MINI■ ■I■t■1■1■ ■t■121■1■ ■t■ ■I■1■ ■1■10101■ mini mini ■ Ni st mini notsini21■1■ ■I■1■1■I■ ■Isr■INI■ 00 a0a00 0�00a a000vo v00000 ��00000000000�0 ONE ONE 0 Now OWN ��0000000000000�������������■ ��0000000000000�������������■ J000000000000000NO WON wommoom■ 1oomm o mm omm omm o mo m NOON M ENN EN ■ 1oommoo©mommommomm000NOON MEMO 1oommom©M©00000NOON OWN MMONO N■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE Yes B an Ave Location: Newport Ave - Main St lNo. 6 Field Review By: RSM Checked By: Josh McDonald Time: 10:10am - 10:59arr A PREVAILING SPEED DATA Location of Survey 1082 Bryan Avenue Date of Radar Sample 4/14/2004 85th Percentile (mph) 39 10 mph Pace (mph) 31 to 40 Percent in Pace 66 Posted Limit (mph) 25 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 1.39 C:.::TRAFFIC FAC ORS Average Daily Traffic 61565 Lane Configuration 2 lanes total - double yellow line Traffic Controls Signal Newport, Stop Main Crosswalks at Newport Pedestrian/Bicycles Yes/No Truck Traffic No On -Street Parking Yes Other (Specify) C3. ROAD'IIV FA RS AY CTO.. Length of Segment (Miles) 0.10 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway DensityLight E, ADJACENT LAND USES Commercia , 3 Usiness RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE Yes _ ECTION SPEED ZONE SURVEY 00 0011 1313131312 DIRECTION Tk 5 �, ,c, OBSERVER. CITY U ATION (Sr. NAME) - P `' A N WEATHER: S NNY_-CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN U fS (81'N) p ' A / ,a ` - xi ROAD SURFACE OI�DOR OTHER DIRECTION N8 SB - �' f r,� f .�., •► j y ►' - �� (E)CPlA1N IF OTHER ROAD CONDITION FAIR POOR 08SERVATION POINT 1313000 00 131313 P' TED SPED UMIR _ Z -' _ �H ALSO NOTE IF SCHOOLS, PARKS, ON -MEET PARIONG, HEAVILY USED DRWYS, D. E OF OBSERVATIONS �/ � 1� ,! � �/ PEDESTRIAN LOW MEDIUM HIGH TIME OF OBSERVATIONS: DATA COLLECTION %�% '� 100! .' `� OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCKING VISABIUTY, HILLS. CURVES a j N c_ TRAVEL TO SITE / M �r ROADWAY SEGMENT LENGTH . l MILES 001301 SEGMENT LENGTH, ETC. I t : (M LIMITS) 000013 TOTAL NUMBER OF LANES (THIS DIRECTION) I COMMENTS 13131313MEN = (OPPOSITE DIRECTION) J 00 000 00 000 TOTAL BOTH DIRECTIONS 00 aaa 49 [313131313. STREET WIDTH CURB TO CURB (FT) " DATA COLLECTION METHOD 00131313 [3013130 DEVELOPEMENT: RESIDENTIAL INDUSTRIAL CS09MWaki... _ ECTION 131301313 00 0011 1313131312 DIRECTION _ .- ,4_ 41 00 aaa t,c� . '00000 00 aaa COMBINE 'OTAL 130 aaa [30 aaa 00 aaa 13131313 TOTAL 1311131313 1313131313 1313000 00 131313 44 1313131313 TOTAL 20 00131113 130 01313 00 000 130131313 00 0013111301313 00 aaa 131313013 00131311 00 000 001301 00131313 21 00 0013 000013 130 0130 130131311 130 0 013 13131313MEN = 00000 00 000 00 000 00000 00 aaa 49 [313131313. _ �,.. 10000 00000113013130 0013013 00131313 [3013130 n0000 00 000 00000 00000 00 000 0130013 23 VS 11013 (30 131313 00 01313 00 aaa 131313013 Qa.aaQ* a 13013 131313133" 13131313[l 01301313 [10 1300 00 01313 MEMO- 24 @001311 00 000 1313000 0013013 00 aaa 55 [3110[312' 13131313 1313aaa 1313131311 131313131a 01301311 (301300' 0 25 130 1300 00 aaa 00131313 00131313 0013013 1113131311 111301313 000013 00 aaa 0110130 13130013 " 59 13110011 `MMM - ' 26 11611313 130131313 130131313 1313131313 as 000 IN" ��r,EMT M13111313 1313131313 00131313 13001311 00 aaa — 27 11013013 1313131313 1313131313 1311131313 131301313 coor 03131311 131313130 1313131313 013 131313 1313131311 28 ®® 11313 0001313 00131313 130 aaa 00 aaaE.0a0 1313131313 13130130 00130[3' Q0 0130 MOM MESON 29 e0 [3131300 aaa 13130013 1313 1313130000 aaa1313131313 1313131313 13131.3131313131.31313 1311131313 00 aaa =, 30 ®E�EEO 130 01313 1313 131313131300 Qaa 001313 : E 13130 00 aaa 13131313131313131313 13131313131313131313 as 13 013 _ s 31 ®® ®EE ®E 1013 00 aaa 00 aaa 11131113131113111313%3 M ®1313 00 aaa 00 aaa 00 aaa 0131300 Y 32 E®®®0- 00 aaa 00 aaa 00 0013 0013013 z 90131313 [30 131313 1313131313 1313131311 131313013 33 EN 1100 131301313 131301313 131301313 0131300 3 E 1100 01313130 1313131311 13131300 [3013013. _ _ . - 34. MM[3[3[3 00 aaa 013 aaa 000013 00131313 IR®EE. 1313131313' 1313131313 130 01313 1313131313 35aaa ®.� ®E[3 013 aaa 00 131313130 1301313 0 EE13 013 o[3Q 00 aaa a[3 [300 013 aaa -_y 36 E® ®E0 1313131313 00 0013 130131313 0001313 ME 100 00131311 00 000 1313131313 131301312 q 37 ®E 8913 0001311 1313131313 00131313 [301313 MEMOS 013131313 1313131313 1313131313 1313131313 y 38 E® aaa 1313131313 1113131313 130131313 1313131313 ME EEE 00 0130 130 000 00 aoa 1313131313 17 1011 0 39 [30 aaa 1311131313 130131313 1313000 1313131313 1111131311 1313131313. 1313130.1. 00131313 1313131312 40 1101300 131301313 00 0011 1313131312 000131133 _ .- ,4_ 41 00 aaa 00 0130 '00000 00 aaa 13131311331133 42 110 aaa 130 aaa [30 aaa 00 aaa 13131313 0 43 1313131313 1311131313 1313131313 1313000 00 131313 44 1313131313 1313131313 1313131313 1313131313 1313 1313 [a 45 [1130013' 00131313 00 aaa 00 aaa 13131313 0 46 0130013 .013aaa 130131313 00131313 01313131 47 00 aaa '111301311 1313aaa 1313131313 13131313MEN = 48 000013 00 aaa 0130013 1313131312 0130130 49 [313131313. 013 aaa 131301311 000011. 1312 [300. 50 0013[3[1 [3013130 00 0012 01313131r 00 0013 �_ 51 0213011. 00 000 0130013 00 01313 013131312 52 ❑a [3[313 00 0130 0001312. Qa.aaQ* 0001313. _ 53 00000 00 aaa 000012 00 0013 00 01313 54 [313 131311 130 aaa 0013130. 13013011' 130131311 = 55 [3110[312' 013 01311 13113011 13aQQU [311 [3 56 [30 aaa (301300' 1313131311 1311131311' as 01311 57' 0[3aaa 01301313 [3001311 1113131311 013 Qaa. s 58 0130011 00 aaa [3013130. 0130[3Q" 00 [3131 " 59 13110011 013 aaa 00 0011 1311131317 Qa13[311 � �� �^"W IN" ��r,EMT �� rot �� �� �M� mm��,r s E MEN 00 aaa 00 000 00 000 00 0013 E 1100 00 000 000013 131301313 1311131313 E 1100 00 0130' 1313 aaa 1313111311 1313131313 � 13131313 00aaa 131313130 1313131313' 131313130 z MR 1113 1113 1313aaa 131301313 00 aaa 00 aaa m a a[30 013 aaa 013 [3[313 a[3 Qa[3 00 [31313 M13131313 013 0 11 131313131:1 1313131313 1313131313 rM 01300 1113131M. 00 aaa 1313131313 131311 o1313131313 1313111313. [313 131211 1313131312 1313131313 o [3[312 [3 [3 0130. [3[:1[3[3[1 [3[3 [3[3[3 [3[3[3[3[3 . 0 man Olson on MINIM 0 MINNIE solo 0 1 0 0 man 0 minim an a 0 0 0 1111010 1111 soon !IFMI I minim MEMO molmle 0 f' I man Nis minim 11 a a 0 on on III MIN11111110 loom 0 0 Nis millaffm[m RM I so so an on minim enjoins on man M a 0 0 on solo mollims on ONE I I a I on IBM 01 0 oil I I I I I I an 0 0 on 0 111 0 man Olson on MINIM 0 MINNIE solo 0 1 0 0 man 0 minim an a 0 0 0 1111010 1111 soon !IFMI I minim MEMO molmle 0 f' I man Nis minim 11 a a 0 on on III MIN11111110 loom 0 0 Nis millaffm[m 9 W= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •- O O M 0 0 0 0 0 0 0 MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME m m m m m m m m m m 0 m o m m m m o m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME MMMMMMMMMMMMMMMMMEMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME MMMMMMMMMMMMMMMMMOMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMME MMMMMMMMMMMMMMMMMEMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo m m m m m m m m m m m m m m m m m o m m m m m m m m m m© m m m m m m m m m m m m m m M M M M M M M E M M M M M M M M M M M M M M M M M E M M M m m m m© m© © m m© m m m m m m m m m m m m m m m m M M E M M M M M M M M M M M M M M M M M E M M M m m m m© m© © m© © m m m m m m m m m m m M M M M M M M E m o m m m o m m m m m m m m m m m m m m m m m©©© m© ©©© ©© m© m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m m m o m m m© m©© © m© ©©© ©© ©© © m© m m m m m m m m m m m m o moommmmommoommommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo m m m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m m© m m m m m m m m m m m m m M E N m m m m m m m m m m m m m m m m m m o m m o m m m m o m m o m m o m© m m m m m m m m o m m m m m m o M M M M M M M M M M M M M M M M M E M M m m m m m m m m m m m m m m© m m m m m m m m m m m m m m m o CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form _: ROA FAGT1 R Street: Bryan Avenue Location: Main St - Red Hill Ave. No. 7 Length of Segment (Miles) Field Review By: RSM Checked By: Josh McDonald Time: 11:10am - 11:37arr A PREVAILING SPEED DATA Vertical Curve None Location of Survey W/O Charloma Horizontal Curve None Date of Radar Sample Good 3/16/2004 Surface Condition Good 85th Percentile (mph) 45 Yes/Yes Street Lighting 10 mph Pace (mph) 35 to 44 Driveway Density Medium Percent in Pace 64 : Res id:ent�a#fPrk a RECOMMENDED SPEED LIMIT 40 MPH Posted Limit (mph) 40 Y: TOR.. NT HIS.,.... .:....:............ . Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.19 _. . TRAFF _ _ .. �R L ............ Average Daily Traffic 139623 Lane Configuration 4 lanes total - double yellow line lAt Traffic Controls Signal Newport, Red Hill Crosswalks Newport, Red Hill Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Yes (only around the park area) Other (Specify) _: ROA FAGT1 R Length of Segment (Miles) 0.35 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E:. ADJACENT LAND S U : Res id:ent�a#fPrk a RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No Sig ZONE SU17 _ A r t LOCATION (Sr NAS l3 gy '�- - WEATHF - CLOUDY PARTLY CLOUDY MOSTLY CLMOY POG RAIN 111MTS (BTNj M k r N / /'L.15 L 1 RGW R OTHIM IIREL'liON N8 (EXPLAIN Fa1'HFj )BSERVATION PONT' Uj I �' '� ►� ` �� �' �'� RGQ tANIQ 110* AWW FAIR POOR $OSTEO SPEED UNLIT PH ALSO NOTE 1F SCHOOLS, PARKS, ON-STREErPARKING, HEAVILY USED ORWYS, GATEOF OBSERVATIONS PW0TRWPul9R LOW MEDIUM. HIGm TME OF OBSERVATIONS: DATA CO ON jl"/O /1 ; 317 08SiRUCI1ONS AR:EOTMG SPEC AM TREES. SHRUBS BVOOCNG VISAMM. HILLS. aJRVES T�.R�A±VELL TO SITE -7 •H � • .� ROADWAY SEGMENT LSVGTH MILES JGL71�Ie. M. ar (En OMITS) TOTAL. l 4-M NUMBER OF LANES (THIS DIR E0�10N) 1 ;OMMENTS u lbt f na•> 1V L (OPPOSITE DIRECTION) TOTAL BOTH DIRECTIONS Z STREETWIM CURB TO CURB (FT) DATA COLLECTION METHOD , ��- OEVE.OPFmT: L INDUSTRIAL COMMERCIAL DIRECTION Lv i T f OIRE=ON g • COMBINED TOTAL ' 20 1313131213 131213012 130121311 1312121311 13121313 ! TOTAL J11113120 013131312 1312131312 1301213[l 13013130 21 [312131312 1312111113 [312131112 130131311 1313131312 n000ll cocoa cocoa cocoa coo 22 1113131312 an 1112[ 130131312 110131312 131211131 coca 00 OQQ 01301312 cocoa as OQ11 23131312130 1211000 1212131211 130000 0000C. 1300. 1313121:112 131213012 Dacca 0000[i 241312131311 012131211 1212121311 121113011 121312131. 00121211 0001211. 12CI31311 131213 131213011. • 25 13013a1101200110012 12QQ011 01210013 = 130012 01201207 017131211 131213 0[ 131313 01s � 1312130[ 130121211 13120013 1111131312 111213012 Q 13011 1312131311 as 0012 OQ 1213[ 001112[ 00 0011 1313131312 111211012 120121311 13120012 -131313011 000012 000011 QQ 13013 1313121312 a 1312131111 0[0013 as OOQ 13000[2 121113013 a m0[ as 0007 000011 coo acacia 4 29 1113131312as 121211 1111131313 120131311 130 OOa j 120121 130 0121. as 131311 1313131312 1212130[l 6 30* as 0013 aII 131111 as aa[ 131100 � 121113011 0013[2 1300011 11131313[ 1300130 000130- 31 4 �0 OaQ as 13011 a0. 01311 as OOQ 0000[ t a 0011 000011 0130130. cocoa 013101311 0 3i [31101312 131201311 1301300, 1317131311 0110009111300. 00 0120: as OOQ QQ 0011 00000: 4 33 c10 0130 [201300 131201213 00121312. 0001112 19113CI 1313000 as 000 121301312 13001M 2 34 IlE coo as OOa. 130 [3011 013 a00 0a.aOa EM111211 0013120. 12110,012. 12012011 QQ 131211 3 35 Irlid0al 130131211 Q1100a 0[120[2 (:1131313[1 E NCEY 120131311 as OOQ 1300012 0013130. 3 36 am §00 [112[3[3[:r 130 aII[ 0[10013 as aaa r aa00 131213110' 13013130. 1312131313 002000 4 3T IE0121312 13120011 as 0013 as Oaa as 000' 1113130 0000a as O13a. 13013131 00 0131 1 38 ®5 S00. 13[3 121111 1212121313. 0000[l aII 00[ Al-3911��a as O0a aII aaa a0.a12Q aII 130[ 19111312 1301213[1313131:112 1313131:112QO 131312 0000[l 0012 1201300. as 13013 1301300 0131100 40 fll Sill[ 131300rT 1212131311 0170011 011131212 1121SK 111RE1317 130 QOQ Oa00a� 121113007 Q 41 ®E1 000 [3[3 OOQ [3II 013[1 as gala 13120 Ors 1500 00 [3012 acacia acacia as OOQ t 4Z all JESQ 00 [3[311 [3013110 01213012, 1301313 2 11131211 00121211 as 1200) 0013011 0013013 43 fa mIIO 00 00[2 as 0011 0.Q 12012 130`1300 44 as ItuII 121:1131212 1201300. aII 013[ 012000. X012 QO 000 as 13120 1:1131:11217 1113131312 RKS1212 00121212 000012 00131212. 0012131 451131311 as Oaa: 0[[3013 Qa QO[ 13[200[[ 120121. OQ 13121. 1312131317 13121213[ 00 OOr1 4 46 13011.1312131312 1213131312 0013012 131213011 N13131312' 00 Oat. as oca QII 0[10 COMM Z.., 4T BE [31311'13121312110001313 130111311 012131313 50110' 0120 as 13013 131213130. as 000: 48 1151313111213.131312 131200[ 1312131311 1300013 0 1112131311 130111312, 000012 111213007 0013011 , 0 49,121213011 130131113 0131213[2 13EIE212EL 13120.00- 111200 1312000L as 00Er 000001 131313001 50. 11951307 1312130r1 13ua13[ 01212007 13[7[2[1[ = 11121307 13131213[l a[1QOQ� 1312013 Q 01113013 51 131312013 130121313 13131213[2 01313013 1313131313 ; a 1200. as Q12[I as a0a. 13120[317 130 000 a 1311130[l 1112131312 131200EI 130120[ 12iQI300: 1 170131307 OOQOQ 1300013 000007.0aa0Q { 53. 111113130-1301212¢ a0131307 12111213cE aII aacr 013[3[1 13a12O[ 000011. 00131307 130110 54.13121313CE 012012Q 00013[ MIMIC: 120-0130 121313[1 01212013 12111213EL 131312130. 131212 56 1311131333 OEM 0[13[1130[213011[ 01301313: 12 0000[ 01213=13 13EI12 56* 0[13110 OQ1213Er- 001313013110 =13EL aa� 1312121211 QQ.00[ MCI 01101111 5r 0.Q QIIa aQQIIQ OIIa 0110= 0130013 II 13011[ 01213 0013 13 CEr 131200C2 13121111[ 0000[ IMC 013110[[ 0.13131313 ' F11311 asaQEr 121112QQ 1313131313 11[2131111[ S 13[l OIII033013113 131301313 QQIItZ 00.131311 OQQOCZ 131312 IM13 so. 011IIQ11 M1313Q OO013 13 OQQ131r Im= 01313[313 QII QII 61 013131333 0111[30[1 CE13 QOMmEr r�R?' P'tRPt'TfT PtT'mfT ?fZ�T f T r . � QQQ[ 131301311 OQIIQLZ 1313131311 013111113~ .........�.�. -- • • ci LU l000 ui • • ca • • LU z LU It ul lo lo- CL CL lu LLI CO) ui • 0 LU 0 zi • LU z U) l000 LL • ' so • 'ui • SEES LU w z • x • • 930 x p• ui co 8 • • • • X IL >;R • NOON MMMMMMMMMMM IN M IN IN M IN MMM MM ME• mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm m m m m m . m m m m m m m . m m . o m m m m m m m - o m . m. m. m m m m m m m m m m m m m m m m m o • m m m m m m m m m m m . m m m m m o m m m m m m - m m m m m m m m m m m m m m m m m m m m m m m m m o. m m m m m m m m m m m m m m m . m o m - m m m m m - m m m m m o m - m m m m m m m m m m . m m m m m o MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo ,. M M . M M M . M M M M M M M M - M E M M M m m m m S . m m m m m m m m - m m m m m m m m m m m m m m o M EIM ME! M IEM M M M M M M M M m o m M M M M M M. M M M M M M M M M M IEM M Elm M IE M M Elm EIM- E m m m m m m m m m m m m m m m m . o m m m m m m m m m m . m m m m m m m m m m m m m m M M M . M M M E m m m m m m m m m m m m m m m m m o m m m m m m m © m m m m m m . m m m m m m m m m m m m m m m M M E M M M M M M M M M M M M M M M M M E M M M © © © m© © m m m m m m . m m m m m m m m m m m m m m m m o M M m M M M M M M M M M M M M © M E M M © © © © m © © © m © © m . • - • EI• • • • • • • • • • • - - ■ m m m m m . m m . . . m m . © m © © . © © © © © © © © . © © © m m m m m m m m m m m m . • • • • • ■ ON MONO ON mom ME M ONO MOWN mom mom MENEIMME MONO EIMMEIMME ��������������■����������■����������������mom OWN EIMMIEN CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Bryan Avenue Location: Red Hill Ave. -Farmington Rd Field Review By: RSM Checked By: Josh McDonald No. 8 1 Time: 11:53am - 12:09orr [A: PREVAILING SPEED DATA Location of Survey W/O Woodland Date of Radar Sample 3/16/2004 85th Percentile (mph) 46 10 mph Pace (mph) 38 to 47 Percent in Pace 68 Posted Limit (mph) 40 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 C: TRAFFIC FACTORS Average Daily Traffic 13,477 Lane Configuration 4 lanes total - painted median Traffic Controls Signal Red Hill/Farmington Crosswalks At Red Hill/Farmington Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes D. ROADWAY FACTORS Length of Segment (Miles) 0.4. Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Residential (non -fronting) RECOMMENDED SPEED LIMIT 40 MPH (SPEED LIMIT CHANGE No r - SPEED ZONE SURVEY - 39 IgERVElt O�a'110N (Sr. NAS ,� ,z ',-� w WEATHER` _ CLOUDY PARTLY CLOUDY NIOS'TL.Y CLOUDY FOG RAIN !� ! ��' �,v 7�,� ROAQSLJRFppycaarrm Jm a (8T1�I) (EXPLAIN IF OTHER) )IF�.`T10N N8 S61d8 (,� � e o ! .+ * 1 ROAD CONOft10M� C FAIR POOR 3BSERVATION POINT MWALSO NOTE IF SCHOOLS. PARKS. ON -STREET PARKING. HEAVILY USED DRWYS. 'C-� L1NNr .;� PEDESTRIANS I LOW, MEDIUM HIGH )A .OF OBSERVATIONSCURVES 08SERVAMONS: DATA COLLECTION ' > _3 - a - J O8STRllMOK AFFECTING SPES) 0,S: TREES. SHWISS BU= vISA81UTY, HILLS. 111�.� OF 1 ; kr ROADWAY SEGMeir LENGTH 4 � NQS TRAVE�.TO SITE SEGMefr LENGTH, ETC•..... ' -U � - (eRN uMrrsl TOTAL -- NUMBER OF LANES' (THIS DIRECTION) 0%0r okatom- r L4 \./,, i' I �•.1 r` T �''� (OPPOSITE DIRECTION [TS, ,Lf�TOTAL DOTH DIRECTIONS IZ STREET VACITH CURS TO CURD (FT) DATA COLLECTION METHOD DEYE3.OPEMEiV'T RESIDElr1 INDUSTRIAL COMMERCIAL ?TAL 20 [30131311 00131312 1313131311 00131311 01313131 - 21 (300130. 13130011 131201313 13130013 0130 2z 131313131:1 1313131311 [30 131311 013 13130 131313011 j 23. 131313130 1301301. 1312131311 131313011 131213131 - 24- 1313130111312131311 aaaala [3111211100,001 25 130 0011 13120011 aoaQ11 0120017 as 01313 26" 131313013 1312131311 013 0-0 as 0aa 1313131312 _ 2T (313131311 130aaa 13101313 013 aaa:. 1313131311 28. 1313131311 [3120011 13130017 0130011 01313011 29 as Oa11 o- aaa 13130130. 130131312 131131311 3o -Q0 -1311 [30 01311 13130011 131101311 1312131317 31 as 13[312 000013 1312131311 1111131311 130 111313' 32 01313013. 00131311 00 00[1 as aaa 13110012 33' ®® aaa 130131311 131301312 1312121211 130130[ 34 0-01312 130131312 [300013: 13120011 0---13 35 9513011 1300012 131213131 131.131311 1301301. 3 36. ©® E0-11 1312131311 13130011 013 1301 1313131317 _,0 37' 130131312 0001311 1212131312 as aaa. 1212131311 - ` 38 M K IIII0 13000n a- a0Q 1311131311 131313131121 5 39 1111199, 130131311 [312131311 131101312 131313-0 RECTION a- call cocoa 3 NE IR -a t,uManc TOTAL 1313131312 as1300 1313131313 as [31111 TOTAL 1313131312 -1313131312 1313131312 130 131312 013 131313 13013131 1100130. 1313121311 01213130, 1313131311 1313131312 On aaa 1313131313 1313131312 0,0 aII[ 00131312 a aaa 1313131211 as aaa [3[1[3[2[: 1312131311 Ev- no OEM 2 2 minim loin an lot a son mom SEEMS !a !0010 0 a lots 0 a 0 1 0 a 0 a 0 a 0 an a 0 win on Nis 0 15 mqNWmIM Elm mini a 1 0 a on 10 0130'asaaa. as aaa cocoa acacia co 0-13 1130011 1313131311 [20 1313[3* 0013131 ]Gaon 000012 00131311 as 13acr 131313130: i 1000n 00131311 00131312 [300131a 120 13012' a- aaa 013131312 1313111211 000130. QUO Na 13011 0- aaa- 013aaa 40 a- call cocoa 3 NE IR -a 131313013' 131311130131311130as 131311 01313012 3 ®M Moa 120131313. 1313131312 .131313013. as 131311 MOGOO, 013 13011 00000 0013130 131313130, ®111 131201312 130 aaa as aaa 131313130- saaa 40 t11MIfiQ 131301311 13001312 13111301a 0001311 41 013131312 01200-. 131213121:1 as 01313 45 �� s 1EM111. 130131311 a 13-11 013aaa 13a0 -Q 0013130' 131213131 131113131 0001212 00131312. ®■ aE0 42 01113012 00 000 00 000 1313121311. 00013 `- 43 M5121312 [30131312 013 131212 1311131311 1311131313,:5 A+ K FIfi12 00 -0-1 IRSac 131313133 12-12131 1312131312 a- aaa 00 aaa 01301317 0121301 44- MIKE■a 131301311 1313131311-o aaa 13121313111 aaa 1390130. r 001213a 00 01312. 131313-0 11110OU 130/313111312131312 a11a-07 46 011131312.1312131311 131313131:1 001313111 0011131:1 z 4T 2f aaa '-0 aaa 13120012 130, 0017 as aaa 48 NO131312 as aaa -131113131.00,01311 130,0131 49 c-131312130.13-01311131311 aaaaQ 00`13131. M**E1313011 0013DEr 01301311 011aa11 aaaOQ 51 E11000 0001311091313120.0,0-Q000Qa- a M0131317 0120011 cocoa: as [3-11 cocoa 5313913130 0013012 Oo--Q cacca aaa-[ - 01.13011. aa -aa 120000: aaaaa 01001312, 5 011131311 ac1a0Q 003 aaaOQ MEMEL 5 0aa-Q Maca11 aaaa11 aaaaa cOcarr sr 0013 a9o-a. aaaaa 01213 aaaoQ aaaaa a9131313: 013000:- 01301311 130CI Now . 01200130121MQ 00013Q 0aa0a 01.0013 50: 00131311013131301 0001311 " Moocr 131131313 s u mma cocoa. cocoa 012--13 Dacca a 00 0012 00 aaa. MEG 00000 013aa 0 aaa 1300M aacaQ 1311131311 13-131311 [aaa 0120131. 013 13-11 130001113110011 a 131311 131213131: 1312 aaa 1312 13-11 a- 111211 minis ■■ ■■■ ■■ ■■■ no MINIM 010110010 tt E: .J ■■■ ■■ ■■■ ■■ ■■■ a minim owns i 1�■ ■■■ ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■ MINES ■ Elm a ■■■ a ■■■ ■■ ■■■ 1 ..... ..... .. ■■■ ■■ minim ...■. ..... ■■■.. ..■ signal 8131111401015 MIN ...■man ■ Bills minim a m ■ ■ MINIM .• •■• ■■ ■■■ ■■ minim ■■ ■■■ ■■ minim ■mints B ■■ ■■■ ■■ allots ■■ ■■ noel ■ ■■■ ■■ ■■■ :■.■Menlo minim ...■1• ■■ ■■■ ...■■ ■ .... .�.... ..... ..... ... ■ ■ 1313 ��� �.. �..� ....s ■■ ■■1■ ■I■ ■I■s 0 0 0 ON V M .- N m W C*4 cG c0 co (Do 00 w M W M N V 0 0 0 T- 0 0 0 00 0 0 0 0 0 0 0 O woommommommommmmmmmommmommmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME moommoommmmmmmmomommommmmmmmmmmmmmmmmmmmmmmmmmmmmmo m m m m m m m m m m m m S m m m m o m m o m m m m m m m m m m m m m m m m m m m m m m m m m m m M M E mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME m m m m m m m m m m m m m m 0 o m o m m o m m m m m m m m m m m m m m m m o m m m m m m m m m m m m o mmmmmmmmmmmmmmmommmmommmmmmmmmmmmmmmmommmmmMMMMMMME mmmmmmmmmmmmmmmmmommommmmmmmmmmmmmmmmmmmmmmmmmmmMME M M M M M M M M M M M M M M M M M E M M© m m m m m m m m m m m m m m m m o m m m m m M M M M M M M E M M M M M M M M M M M M M M M M M E M M© m m m m m m m m m m m m m m m m o m m m m m m m m m m M M E m m m m m m m m m m m m m m m m m o m m© m m m o ©© m m m m m m m m m m m m m m m m M M M M M M M E m m m m m m m m m m m m m m m m m o m m ©© m m© ©© © m m m m m m m m m o m m m m m m m m m m m m o m m m m m m m m m m m m m m m m m o m m©©© m© ©© © m© m m© m m o m m m m m m m M M M M M M M E mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ommommommoommommoommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMOMMMMMEMMMmmmmmmmommmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Bryan Avenue Location: Farmington Rd -Browning Ave r-:_I.j o,..,:,..., Q.,• DCKA 1r.hpr_kp_r1 Rv• .lash McDonald No. 9 1 Time: 12:13pm - 12:38prr IA: PREVAILING SPEED DATA Location of Survey E/O Falmouth Date of Radar Sample 3/16/2004 85th Percentile (mph) 44 10 mph Pace (mph) 36 to 45 Percent in Pace 72 Posted Limit (mph) 40 B: ACCIDENT HISTORY Time Period Covere (months) 36 Speed Related Accidents Speed Related Accident Rate 1 Annual (Acc/year) 0.33 Accidents/MVM 0.27 C: TRAFFIC FACTORS Average Daily Traffic 13,477 Lane Configuration 4 lanes total - painted median Traffic Controls Signal Farmington/Browning Crosswalks At Farmington/Browning Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes D: ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Residential (non -fronting); elementary school RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No SPEC ZONESURVEY 1 L4 elf Crry UtRu=v ;d�,� L=GnC)N-(.Sr, NA&M /s R, loed 1%-r wismEmw e,*mw motjoy PARTLY motjoy -mosmy CLOUDY FOG RAIN Lum(mm A�,d r -,e- Tqtgd ROW SURFACE QRrOR OTHER OIREOTiON NBSB4E--3*MW (EXPLAIN IF OTHER) OBSERVATION POW 4 m .2 ff NEROAD WMA IMN QCO� FAR POOR. POSTED SPEED LJMIlr ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARIONG, HEAVILY USED ORWYS, GATE OF OBS RVA710M 31 A -If MEDIUM HIGi TIME OF OBSERVATIONS: DATA COLLECTION 013STRUCnONS SPED AS: TREES. SHRUBS SLOWNG VISABILM, HILLS. CURVES TRAVEL TO SITE ROADWAY SEGMENT LENGTH z 5 MILES SLGMefTLENGTti- ETC. M -j Af (BTN LIMITS) TOTAL NUMBER OF LANES (THIS DIRECT ION) COMMENTS 4ot ',LY r (OPPOSITE DIREC nON) TOTAL BOTH DIRECTIONS STREET WIDTH CURB TO CURB (Fr) DATA COLLECTION METHOD DEVELOPEWNT: RESi L INDUSTRIAL COMMERCIAL OWLEMON w s- :DRECnON r , COMBINETOTAL dN I TOTAL TOTAL 20 1313131212 1][1131312 130131211 131201311 131213131:1 r113131313 131313013 00000' 00000' 0000[1 21 1312 13130 1313131311 130131313. 1313 131311 1311 13 1113 131311 1313 131313 1312121213 01313012 1312 1313 mommummmm. V.- 1312131312 1313131313 1111131311 1313131113 1312131112 13 131312 1113111112 1211131311 1313131311. 1113131311 AM' [3013011 1313.111312 1312131212 1313131311 1213131311 12131211 131:13111:1. 1312131311 121313 00.131312 2.4. 1312131312 1311131311 012111111 131113011 131211121:1 1:11313012 011130a, 1111121311 1312131:11 130[1 -4 25 RE113011 130131311 1311131311 1312131311 1300 cocoa cocoll 000007 cocoa GoaaQ 26 1313 1300. [313 [3[3[1 1313 13131:1 1113 131311 131313131:1 0131311 1313131311 [313 13130 00 01312 13131313[l 27' 1313131311 130131311 131:1131311 1313131311 1313131311 171[3 131312 1313131312- 1313 131312 1313131312 1313 Oatz 28' 1312-1313o 01201311 1313131311 130131311 1312 131312 [313 1313[l 13[3 [313[1 1312 1313a - 130,131313 12131313[l 29- 1312131311 1313 131311 00131[I13131313a (312 01211 ---- 13 131311 1313 131311 130 131311 1313 1312[1' (313 131312 30* 1311131311 (300011 1311131311 1311131311 130131312 1:1 1312[l 1217131311 1313 1313a 13121313[1 1312131317 z 31 MM 13130" (3o13012 012 [3[311 [3[2[313[2 [3[113[3[l 11 12130 13131300- 130131311 1313131313 130 cad A 32 113131312 1313131311 1313131312 1313131311 1313 aaa j 131212130. 013 1313[l 13131313[1 011 Dad 4 33 113131311 131313130" 1313 131312 1313131311 QO OaQ 12131311 1313 131211 131313013 1313131312 1313131312 34 So @[3[1 (3[1[3[312. (313 [3[3[:L [2[3 0[3[1 as 131312 E 111311 [112 131312 1312 131312 (313 131211 1313 131311 35. 31113130' 131313131: 1313131312 1312131312 13121312 ME1213' 1312131311 1313000' 130131311 1312 12 36 1111 §612 1313131311 (311 131313 13131313EI 1312 13131350-19131:1. 131313139 1313 131311 1313131312 1311130EI :5 3T ME 21311 1313131312 1213 131312' 1313131211 1312 N1131:1 1313 131312 1213 131312 1313131311 1312131312 .3 38 8§ 60111301111/2 1313131311 1312131311 1112131112' IMANS (11113131:1 1:111 111313. 1313 131313 1313 13[1(:[, 7� 39 MSEff §12cola 1313 (3[3[l [112 [3[3[:L [3[1 [3[313 All [3131:1 1313 131312 1313 131312 1211 121213- 1313 13131L 3 40 Mill0a 013 121311 0001313 012 01311 1311 aaa Gooo[:r [3[21313[:[ [313 1313[:r [313 17 41 SW ONG 121313131:1 1312131311 1313 13011 111301311a! 1611NIEW 1213 131311 1111 131312 '1311 1313a 1313131312 '' 2g 42: ME [2[3EI (3[2 [3[3[1 [3[3 [3[313. [1[3 [31312 1313 1313 111HEIE12 (313 1313[l 1113 1313[l. 1311 1313[2 (30 G -5 43' off lleff 1313 13131:1 (313 131312 (313 131313. 1313 131313 .611 131312 1313 131317 1313 13012 00 1313[l 1313131312 44 01101311 [3[3[313EI 00 131312 01313011 1312 13[3[1. N11 51119 1112 1313[1 1313 131312 1313 13130 12013EXI 45- IM,[3[3[j 1213 131112* 1312131313' 120131311 13ET A- 511111111 13[200EI [3[2 1313[1 13013012 COMM 46 (312131312.1312131312 012131311 1313 131311' 1311 13 1313 11-131111 1312131211 1313 131311 1213 131312 1312 00a. 4T 113131312'1313121311 13121312[1 1312131311 130 13 IN 111313' 131113 1313131211 12GE313a. 130 1313 48 15-61311 1312131311 (3001312 1311131311 13121313a -Is 0(31111' (312131311 131201312 1311013[1 12121313LI -.49 13[113 [12131311 13111313[1 (22131311 1313131311 1313011 131113131:1311131311 131313[3[1- [20013[1 i 50- 131213011 1312131311 13111][3[1 13111113[r (3[l 121 13131311 (312131311 131213[3[1 1312[313[r 13120011 51 13121312Er 00130a, 13121313a, [312131311 00131311 [311131312 1313131311 1313131311 1311121311 00130E 52 1311131311 (3121313Er 011131311 1213-1313[r as 12 131311 1313131311 1312013[1 011131211 0E1131311 53.1111130100131311 1312130EI 1312131311 131101311 111313130:11201311 13111312[l 13111313a 131313 r 131213001 13111212U- 13120011 1311131311 12001311 [3�1313130:- 13121212[l 121113011 IM131211 131212 5% 131113130: 13[113 13m clacma: 13111m 13[113= 131213130: [31113 =0: 131 % 13[a= 13[113130: 13G1300: EME313a EXHICCE EX11313M 131213130:(31313131100130[1 111213[20: m- M-11 5r 13120 13[1131311 EM0311. GE113 1M13(3 n 13[311 [3[j[3Ej[j 13[1131311 01113011 a123art W` 13120011 13EI[31311 [0[3[3[r 13E11301I EXI13171 131313EI 130IM11 13120M 13111313[r GE113 aaaad 1311=131301311211131311 1212131311 r 111312EL 12111313[E EM13 [31M Mn= 61313121313110110011 CE 13031311 131113011 17121313[L 1:1111313Er 13[I= 13111313[r EM130M 61- nrTnrTrr nrTnnrr nrTnnrr nrTrmrT rirTmrr nrlmmm- mrinfirr. nmf-fmrTl mf"rnmf"r rw-r"fnrT- MOWN moomm IN©©©©©©M©00000ommo mm omom NONE IF3F3F3E3F3F3E3E3F3F3F3F3MMMMMMMMMMMMMMMO CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Bryan Avenue Location: Browning Ave-Myford Rd No. 10 Field Review By: RSM Checked By: Josh McDonald Time: 12:50pm - 2:05pm A: PREVAILING SPEED DATA Location of Survey Between TRR and Browning Date of Radar Sample 3/16/2004 85th Percentile (mph) 46 10 mph Pace (mph) 38 to 47 Percent in Pace 73 Posted Limit (mph) 45 B* ACCIDENT HISTORY.. Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 0.17 C. TRAFFIC -. FACTORS Average Daily Traffic 131988 Lane Configuration 4 lanes total - raised median Traffic Controls Signal Browning/Tustin Ranch/Myford Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic No On -Street Parking No parking anytime Other (Specify) !River east side; raised median, bike lanes D: ROADw AY FACTORS Length of Segment (Miles) 0.75 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES Residential non=frontm ( g); commercia RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE No NESURV �, -OMNI - AD RCIAa Nff _ _ «•� :�.E- •; PcWr 7Lt - • • .� • cf•..- POM TRAV-. LM SM .J 4.0 ROA13WAY `t NULWER OF LANES* (MIS 0 CA -- s -rA (0 DIRECTION) TOTALBOTH DIREC I IONIS Karmni CURB • CURB COLLECTION MET• • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ millmlinle ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ l ■■ ■■■ ■■■■■ ■■ ■■■ no MINIM a ■■■ 2 ■NINON■ MINIM ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 1 ■■■ ■MIN ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ K ■■ ■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■on 0 ■looms ■■ ■■■ ■■ MINIM ■■ ■MINNOW■■login ■■■ ■■ ■■■ ■■ ■■■ ■lei-mint ■ ■1■ ■■■ ■■ ■■■ ■1■ ■■I■ ■■ ■■i■ �- a ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■01510101001010 ■■ ■■ minim ■■ ■■■ N010101 ■simian ■■ Elm on ■■ ■■■ ■■ ■■■ Elm ■■mango ■■ ■■ ■Bloom a minis ■■ ■■■ ■■ ■■■ ■minim ■ ■■ ■■■ ■■ ■■■ ��� ■■ ■m■ minis IN m■■ ■■■ ■■ ■■■ a ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ signals ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ MINIONS on 0I woman ■JOIN M-■ °�'t ■■■ ■■ ■winds ■ ■■■ minions on ■■■ ' ■■ ■■■ 3101023 0 ■■■ ■■ ■NINON■ ■■■ ��■■■■ ■■ ■■■ ■■ ■■■ NINON mis■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■NINON■ MINIM • 110111113 also ■■ ■■■ ■■ ■■MEN 0 ■■■ ■■ ■■■ ■oasis ■■ Elm me ■■ ■■■ 0 minim ►.■ ■■■ ■■ Elm MGM ■ ■■■ minim 0 o■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ aim ■ ■■ ■■■ ■■ ■■■ -1-100 oil minions 0(slalm MINIM 0 man - ' :.:,;! ■ ■■ ■Niece ■ ■■■ NINON MIN■■ ■■■ rl ::� ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ • ;;:.jL ■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ Ll■ ■■■ ■■ ■■■ 0010100 on ■■■ ■■ ■■■ MINIM a man a minim .� ■ ■ ■ ■ ■ ■ ■ ■ MINIM ■ oasis ■ ■ ■ F. ;: .I Y: J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ In minim s Elm 0101010 Basis otmime r 1-10ING01 Elm NJ man, NJ minim y- 71477.1 �::•: ►::; �t' 310111110 0 ■■ ■■■ ■■ ■■■ :: JE ■■■■■O■■ ■■■ �;'' [►, ■ ■■■ ■■ ■■■ a ■■■ ■■ 3■ u.. �;:,. Com:: ::e►��l C:t+� .1 C'S MINIM 0 S■■ ■■■ • r a.i : L (a., , >_' in ■ ■ ■ ■ ■ ■ ■ ■ t ■ i _: .` .: . J .' ■ ■ ■ ■ ■ ■ ■ ■ t ■ ■ ■ ■ ■ ■ ■ ■ ., _ ,, , 11min misillelm minim mines mini V,5 6" a 0100101010 alone mislol Bills on minim �1 MINIMIN state 0 minim musI01m MIN :r;� ; ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ SIU■ ■ENJOIN Saloom names R015010 ■ ■■■ ■■ ■■oasis ■■■ a ■■■ a ■■■' ■■ ■■■ ■■ ■■■ ■■ ■■one Mtn MIN o 0 ■■■ ■■ ■■■ ■■ ■■■ ml no ■■■ ■SON ■■ L a minion■■ ■■■ ■■ ■■ man ■ ■■■ Z11. to Blooms 11010621010 MINGO! 0 minim simillaine 7-, rl LL, if �,,j NJ Masi misjul man slinjoijeasints mind A■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ::■ ■■■ ■■ ■■■ ■■ ■Bloom■ ■■■ ■■ ■■■ -� ■■ Rim via ■■■ ■■ ■lions 0 minis Bloom a 0 �■ ■■■ a ■■■ minim 5 E■■■ minim a 0 x ■■ ■■■ 01013 MIN■■ ■■■ ■■ minim 01101111011m a :.■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ minim N ;. : ■■■ ■■1■■■ ■I■ ■■noel minim minim ■■ ■■■ ■■ ■■■ ■■ ol miniuml MINI ■■ ■■ ■■I■ -- ■ ■ ■1■ ■ ■ ■ ■ ■ ■ ■I■1■I■ ■ ■I■ QI■ ■ ■I■ ■ ■I■ ■ ■ ■ ■I■mni■■ ■ ■ ■ ■ ■ ■I■ ■1■ ■ ■ ■ ■i■ ■ ■Iv NINON Ols■■■n■ ■1■ all ■■ ■s■ 01011111010 ■■ ■■I■ ■■ ■■■ ■■ mals ■■ ■sl■ ■■i■sl■ mini mini 04313101 Elm ■■mini■ minim all alm(MIN Ed MIN ■■I■ ■■■■Basin a ■■■■1■ ■■■■I■ ■■■■■ ■■■■■ ■I■■■t■ ■■■■■ Elm 1, ■■■I■ ■I■■■Ilogin■■■ ■s■■■ ■■■■1■ ■ ■ mini■ ■ s ■ ■I■ ■ ■i■ ■I■ ■I■ ■ ■I■ ■ ■In ■ ■ ■ ■Illel afflotmoulal mimesis Rim! sisal ■1■ M! slanimilml■1■ IF I ■■viol sent ■■■■ s■■■i■ ■■■■semi E(NI ■■ ■I■■■■ ■■■■i■ ■1■■■I■ ■■mini■ • ■ 3(31 0■ ■ ■ m ■ 04010111 mis■ MINI al M■IMINI ■i■ ■ ■ ■ ■ ■ viol viol N■ ■t■ ■ Omni MINI ■1Biagi ■ ■ a o N to 'a' T- T- N T- mmommommommoommmmmmmmmmmmmmm ■ ■ ■ ■ ■ ■ ■ ■ ■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ M ■ ■ ■ ■ u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o ■ ■ ■ ■ ■ ■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ©■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m ■ ■ ■ ■ o ■ © o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o■©u■■mmmmm■■■■■■■■■■■■■M■■■ o©©u■■■■■■■■■■■■■■■■■■■■■■■■ o©©©m■■ mmom■■m■■■■■■■■■■■■■■ ommoo ■mmmm■■■■■■■■■■■■■■ MMME o©©©©m■■■■■■■■■■■■■■■■■■MMME o©©©©■©©■■■■■■■■■■■■■■■■■■■■ o©©©©©©©■■■■■■■■■■■■■■■■■■■■ o©©©©©©©©■mmomm■■■■■■■■■ mmmm nmmmmmm©mm■mm■■■■■■■■■■■■■■■ ■■ ■■ ■■ ■ ■■ ■ ■■■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■■■■■■■■moom■ ommom■m■■■■■■■ E ■■■■■■mommm■■■■■■■■ mmmm ■■■mm ■■©■■■■■■mmmm■■■■■■■■■■■■■■■■ ■■©■■ mmmmm■■■■ mmmm■■■■■■■■■■ ■■©■■i■■■■■■■■■■■■■■■■■■■■■■■ ■■©■■■■mmmm■■■■■■mmmmm■■ mmmm ■©©■■■■■■mmmm■ mmmmmmmmm ■■■■■ ■©©■■■■■■■■■■■■■m■■■■■■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Bryan Avenue Location: Myford Rd -Jamboree No. 11 Field Review By: RSM Checked By: Josh McDonald Time: 2:11 pm - 3:17pm A: PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 3/16/2004 85th Percentile (mph) 44 10 mph Pace (mph) 36 to 45 Percent in Pace 77 Posted Limit (mph) 45 B. ACCIDENTMISTORY Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 0.83 C. TRAFFIC FA CTOR S.... ♦ . - . Average Daily Traffic 149633 Lane Configuration 4 lanes total - raised median Traffic Controls Signal Myford/Jamboree Crosswalks At Myford/Jamboree Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes .. D,ROADWA'`Y FACTORS Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Tustin :Market Place (west side); residentall (east s d ) RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE No SpEEi7 ZONE SURVEY - 'S 1; ERVft CITY LOCA'T10r! (ST'. Nll 8Z v A ,v WEA7HM CLOVOY PARTLY CLOUOY MOSTLY CLMOY FOG RAIN uMrTs(BiHf y r 91�- /SA-,-•l�vR E Lr ROAD SURFACE OR OTHER. DIRECZION N8'S8 (MAIN IFOTHM SERVATION POW l,v / o �.,,. :�2 fi -. d , ,r; 'f ROAD CONOMON. FAIR POOR 08S OW ROSRV SPEED umffr w ALSO NOTE IF SCHOOLS, PARKS, 0 PARKING, HEAVILY USED ORWYS, DATE OF OBSERVATIONS 311411 PEDESTRIANS LOW MEDIUM HIG14 TIME OF OBSERVATIONS: DATA COLLE=ON 2 ; 1 I ^ o ,3 ; 17 OBSTRUCTIONS AFFECTING SPS ASS TREES. SHRUBS BL.OgONG viSA81t1TY, HILLS. CURVES TRAVEL TO SITE 1 �' ., "' ROADWAY SEGMENT LENGTH MILES SEGMENT LENGTH, ETC. '41 t� (BTN LIMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS A (OPPOSITE DIRECTION) Z TOTALSOTH DIRECTIONS STREET-VVIDTH CURB TO CURB (FT) -2 �' r DATA COLLECTION METHOD OEVE.OPEMENT: glWfRL INDUSTRIAL COMMERCIAL DIRECTION '� = DIRECTION COMBINED TOTAL. TOTAL TOTAL 20 013131313 110131312 (3130013 1313131313 131313 aa a 00G (3a 1300 00000, 00 000 0013013 21 00 000 00000. Cocoa 00000 00131313. = 13131311 1212131311 13110130 as aaa 1311 1311131311j 2Z[11213[1[3 1313131312 131212011 Ca aaa 1313-13121 a aaa. 01213011 130131312 1313aaa. 1313131311 23 1312131312 1313131312 120 aaa DO aaa. a0130Q171171131312 QII anQ 13121313[las 13130013aaa 24 130131312 011131311 1312121311 121112001 00 aaa. coca cocoa co 0aa aaaaa 0acall = 2T 1312[11311 1312131311 (3001312 (312131311 Q(311(3a 111213a 120131311 13001312* 0001311 [312 11 2s 13120/31/00 aaa [113131312- 131:131311 1213131311' 11aaaa 1211131311 1313131311 00 aaa 131300E i 27 aaaaa 00131312 aaaaa. 00 aaa 1313131:10 1113013'. 130 aaa 1313131311-1313131313 as 121312 s 28 []12[3[1[1 012[313[l (30.0130' 1311131311 1312131312 • 13131311 0013130'. 1311131311 (3a aaa 1313131312' 2S 1312131311 1113131212 1313131313 130 131311 130 130:1 .51213131:1 1312121312 1311121112 as aaa 1313131311 30" Ea00a 1113131311 1313 coo 0001312 (3001312 1201311 1300012 01113011 1211130a13131313G 31 (3(3[3[31: (3[1(3[3[3. 1312 [212[3[312130 [300as 1300' 12013130 012111211 110121311 1313131312 131213 aa 4 32 I0 aaa 00131311131301311 (300013 00131111 z 90012 001300. 120 aaa 1201100' 0013011 4 33 ®[3(31312 1313111311 130001 1211131313 as CoQ - Eaaa 1313121312' 131:1131212 00 aaa. 1113131312 z 34- EE (3[3a [312[3[312 a1200a Cocoa 012000. Z FRE 12011 1312131313 1311131312.131312131. Co (3011 35 QE mEEf 1313013G. OUCH= aaaaa C(3 C31312 WE 111313. 01301312 1113121312 1313131312 1313131312 6 36. �E ®EE 1111®1311 01313013 13130013 13131300 WEEMS 130131311 130 0001 130 0013 aaaaa. 37' EE E11iff aaaaa [21313131:1 131213130 1312aaa: t E EEW EE EOa. aaaa12 131313012 aaaaa. 13 3s.. ■EEEE EEIER EEEoa aaaaa aaaaa mffillilff aaaaa 121113130' 1212131311 13131313117 39 ElffEEE. 011[3[312 aaaaa aaaaa. 00 00[l INE1111-- Eaaaa aaaaa aaaaa aaaaa. 4 40 EE EES sa ®®rE 110(31312 01301311 Ca aaa WEEK ENNEW EE E0Q 131313130' 130001 7 41 ®ff019 EE [3[311 000012 0130012 00 NESEW SE1130' as 1300 13013012 0013013 40 42- EE.E®E 1111 EEE 130 0013' 130 aaa. aaaaaE EEE EB EE0' 1313 1313131311 130 aaa 1313 1311 -mm� 5 43 E111311 00 aaa (30 aaa CQ aaa 00 0130F E EMIL ®E EEE 131301313 013131311 131131313 44 EQ11®E. 0[3aaa 131101211 1313131312 1313131311- 5 E EE11. 1312131311 1313131311 (313 131312 1313121311 0 45 EEEEW EE EEE:* 00 aaa. aaaaa as 01312 E 5RIF EE EEQ (312131312. aaa13Q CE 13a 46 a 3 ®E ®130.013131313 (30 aaa (3a aaa DODO E EEff- 131113120'aaaaa 00 aaa 13001312 x 4T M11.a0Q 100 aaa aaaaa aaaaa [2[2 [3[3[2[ llaaa, [313 c aaaaa aaaaa. (3c aaa 4 48' E0.0aa [3001311 aaaaa aaaaa aaaaa 111913131a aaaaa aaaaa 1311111311.13110131 k 3 .4% EEE12[l aaaa11 aaaaa aaaaa aaaaa. 2e N11131312 aaaaa aaaaa 01100[r- aaaaa { W. 1312131311 aaaaa aaaaa aaaaa aaaaa 4 513131312' aaaaa aaaaa 0110011 131313 [1. 51 000011 000011 aaaaa 00013111 aaaaa in 1113[21111 aaaaa aaaaa -0013013. (31313011. t. 5Z aaaaa aaaaa aaaaa aaaaa 111313 11 1 r1E13a aaaaa aaaaa aaaaa. aaaaa 4 51 §1113130-13 0 aaa aaaaa 01213130:as aaa - a aaa aaaaa aaaaa• as 001213121301L } 54- aaaaa. [312[2130: aaaaa aaaaa 00 agar ; 4 Coca- aaaaa aaaaa 1213131311* aaaaa 55 aaaaa aaaaa aaaaa aaaaa aaaaa 111113 aaaaa aaaaa a000Iz aaaaa 5- aaaaa aaaaa aaaaa aaaaa aaaaa 1213 aaaaa. aaaaa aaaaa aaaaa 5T aaaaa aaaaa.. 131213130: 0001311 13121313U:131213171 aaaaa 5& 13121300: aaaaa aaaaa aaaaa aaaaa 4 1313a aaaaa 13Q13Oa aaaaa aaaaa W-01112 aaaaa aaaaa aaaaa aaaaa , QE1131311 aaaaa aaaaa aaaaa GE113 50: aaaaa aaaaa aaaaa aaaaa aaaaa rlEl aaaaa aaaaa aaaaa aaaaa 61- nrTnnrs nnnorr aaaaa 121112111 aaaaa a0acr aaaaa aaaaa aaaaa aaaaa # OWN mommomomm MONO Now No MINNIE m 0 MONO MOWN NOME IMEHHHHHH30MINIESIMMINININEIM MOM MOWN N OWN M INEINI■ IMM©00000MONOWNMOM WOMMOMOMMON INN©000000MOMMMMMMONONEMOM000 I©M©MMIENIMMMOMININOMMOMMIN NOON 0M■ MOWN MON I©©©0M©0MOMMOMMOOMMOMMOMOMM00 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street:. Centennial Way Location: First St - Main St No. 12 Field Review By: RSM Checked By: Josh McDonald Time: 1:40pm - 2:17pm A: PREVAILING SPEED DATA Location of Survey at Civic Center Date of Radar Sample 3/23/2004 85th Percentile (mph) 29 10 mph Pace (mph) 22 to 31 Percent in Pace 82 Posted Limit (mph) 30 134,�ACCIDENT:H!SfORY� Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 3.13 ...... .... C�_. TRAFFI C FACT -OR S Average Daily Traffic 4,661 Lane Configuration 2 lanes total -double yellow line Traffic Controls Signal 1st St., stop Main Crosswalks At 1st St, Main Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking Yes Other (Specify) Areas of red curb --.:ROADWAY.-.-'1 FA T - C ,ORS D� . RO Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E �►DJACENT LAND USES ivrc Center arwm S, ware, b l smess q RECOMMENDED SPEED LIMIT 25 MPH SPEED LIMIT CHANGE Yes �. i• ��NESURVEY 0101SEHVMD -- -. tom; e i : « • . .►: _. -. � - - ., , r...,. _- - . . «.1 N- - .. ' 3SERVAMON PCW ALso NCrMIFSCH0OL& PARK& uNQ1uuwj.0A3B� I Nosr r UMNr IN 3F r •A TRAVEL • STM • . -� r Z!> 1 SEGur •rAL NUMBER OFLANES1 (THIS , • • • - • . • TOTAL BOTH . • . TOMRS OATA COLLECTION • -711% t l: c■■ 11111111■ 11111111■ soloing ■■ ■11n ,�:■ 011n 1111 1111■ 1111 01111 1111 1111Monte 1111■ �.�:':v ■ 1111■■■ 1111 1111■ ■min, 11■ 11m a Elmo :-:U L'■■ Elul ■■mom ■ ■11n MINIM 0 m■■ mists 111111114 a M ■■■ 1111 BEING E. min was ■ minim 0111111110 m■■ 1111■ J1102 1111■■■ 1111 1111■ 11111 1111■ 1111 ■■■ lI lI ':,"201111111■ e■ 1111■ 1111 ■■i■ ■1■ 1111■ ;f),�►.., L1►I .�■■ 1111 1111■ ■1■ 1111■ 1111 ■■1■ oIiI z, l'. '. `J •,.., ;�■ 1111 ■■1■ 1111 ■■I■ ■1■ 1111■ �. ::::�rr: 1111■■■ 11m1111■ 0■1111■ 11N1111■ ■0 111111110 11111111■ 1111■■!■ 1111■■I■ �'. ■/■■ 111111110 11m 1111■ 1111 1111■ nm 1111■ Ii c�. 1111■ 1111 1111■ 1111 1111■ 11n 1111■ 11n 1111■ ' UI 11 F: �. ■■ ■1111 ■■ een 1111 ■e■ ■■ e■■ Al`. 1.�i.. �ifl ��■■ 1111 1111■ ■■ 1111■ 111■ 1111■ •� :: :1111 1111■■■ 11111111■ 1111 ■■1■ 1111 1111■ j'.■■ 11111111■ 11111111■ 11n ■0111101111■ 1111 1111■ 1111 1111■ 1111 1111■ ltIl 1'iI1 i1tIiII1 .� ..1111 1111 1111■ 1111 ■11m 1111 ■■1■ 11n 1111■ dd tmaa ■■■11■■■ 1111■■■ 1111 ■■■ 1111 ■■■ ,.3'i :.c.■ ■1111■■ ■■ ■11n ■11 11■■ 1111 ■■1■ _:�►11111111■ 11111111■ 11111111■ 11111111■ 7,>.;1111■ 1111■■■ 0■1111■ 0■11m0 ■■01111 le K 1111 11111 1111 1111■ Mn 11111 1111 e■■ ■■ ONE 1111 sun 1111 ■e■ ■■ m■■ 1111 ee■ 111 0m rim 010111000 11111111■ 1111 1111■ 1111 ■■m mmnm mni 1111 ■■■ 1111 ■■1■ ■■ ■■■ J1 111111110 1111■■■ ■■ 1111■ 1111 1111■ 11S 1111■ 00a111000101111111 1111■ 0■ 1111■ 11111111■ • �:�■ 1111■ 1111 ■■■ ■■ 1111■ 1111 ■■■ ■■ 1111■ ■ ■■■ 1111 1111■ 1111 ■■■ ■■ ■■■ ■■eee ■■s■■ ■■1111■ 1111 1111■ 1111 ■■■ ■■ 1111■ i-I kSmn111111l 11001an 1111■ 0■ 1111■ moves 1111 1111■ 01001111 1111■ ■■ 1111■ 1111 ■■■ MIM1111 1111 11110 ■■ ■■■ ■■ 1111■ iI • ■■■1111 1101111■ 11111111■ 1111 ■■■ 1111 1111■ 'on 11111111■ 1111 1111■ ■■ ■■■ 11111111■ �:■ 1111■ 1111 1111■ mmlea1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ a110111111 1111■ 11111111■ 1111■■ 11111111■ 0■ 1111■ 11s MINING11Solon Moves 311010 Elm a ■1111 1111 ■■■ minim11■ ■min 00 01111§1111111 ■ ■■ IN Elm 0 minim own■ mists ■■ 0000010 Be ■■ 1111■ 1111 1111■ 11m■■■ ■■1111■ 11111111■ ■o■■■ 11111111■ allots11SEEM ■ 11111111■ 11111111■ 11111111■ �� 11111111■ 11111111■ 1111 1111■ 11n 1111■ 0■ 1111■ 1111 1111■ 11m 11so ■ 1111■ 1111 ■1111 11111111■ one 1111 ■■■ MISINJOING101mini Elm 1111 1111■ 11n 1 0 1110111110110■■ 111011111111111 MINIONS ■■ ■■■ NINON Ninon■ 1111 1111■ 1111 1111■ 1111 1111■ Elwin min minim a N al 2■■ 1111 ■■■ 1111 1111■ ®� 1111 1111■ 1111 1111■ 1111 NINON 0 minis ■min ■■ 1012311 1111 limits 0■ ■■■ Sale 1111 1111■ 1111 s■■ 11111111■ 1111 mines 0 MINIM 1111 ■1111 1111 ■1111 1111 11115 0 1111■ minim E 1111 1111■ �■ ' 11111111■ Rimini ■■ 11111111■ n Sloalstmonjus11MING 111111minamint 1111■ 1111 1111■ 1111 olmi EIGNININI11■ 1111■■■ 11m1111■ WINININING0101 ■■i■ 1111 n1■■ 1111000 MINIS mine 11111111■ 11111111■ 111111110 t■■1111 11111111■ 11111111■ 1111 ■Simon minim 0 a ■■0 0 01111 ■minim ■ 1111 ■NINON ■ 1111■ �► animists on MINIM 11m al In 011101111111 0 m■■ Elm's 0 ■■■ MINIM Sim■ ■mines■ 1111■ 1101111■ x s■ ■■1■ 1111 ■■■ 010101010 minim E N11N 1111■ IMIN■ ■1111 1111 ■ninon s1111■ 1111 ■■1■ ■1■ MINIM s■■■1■ 1111■■■ ■1■■■■ ■1■ swain 1111■ ■■ 1111■ 11111111■ 1111 Elm ■1■ ■■■ 1111 minim ■ ■ ■ 111■ ■ t ■ ■ ■ ■lel■ ■Imool noel ■1■ ■1■ ■ ■1■ =min ■ ■Iv ■111 ■ ■1■ ■ ■ ■ ■t■ ■ ■ ■ ■t■ ■1■ ■ ■I■ " ■I■ ■ ■ ■ ■ ■ ■ ■1■ ■I■ ■1■ ■ ■t■ ■ ■i■ ■I■ ■ ■ ■ ■ ■ ■ ■1■ 0101213116411111111 ■ ■iMani N1151545101 ol min ■ ■ ■i■1■ ■ ■ ■ ■1■ ■1■ minis NINON ■1■ 111111111111111111110111 ■1■ ■ ■1■ minintotonsimini ■Ialigning ■ NI 21401340 010 ■I■ 11110■I■ ■ ■ ■ ■I■ ■ ■I■ ■1■ ■ ■I■ ■i■ ■ ■I■ ■i■ minim ■ ■ ■1■ ■ ■ ■ ■ ■1■ ■1n ■1111■ ■I■ ■ ■ ■ E� ■ ■ 11111415101 mini most minim! ■ viols ■1■ 111018lel0 ■I■ minim ■ ■ ■ ■i■ ■i■ ■1■i■ ■I■ most al alealul■11111 ■I■ ■ ■1■ ■t■ ■ ■ ■ ■i■ ■1111■ ■ ■ ■ ■ ■ ■1■I■I■1■ ■I■ ■ ■ 065101MININI&M ■1■ ■1■ ■I■ ■tel■ ■I■ ■1■111 • ■ ■ ■Isl■ ■1■ s ■ ■ ■i■ ■ SIMMINU■ ■1111■ ■1■ ■ Kai 01 ■ ■ _E20151 NIMINIGNI Noel ol E■Iofn1111■ ■1■ ■ e a 0 0 0 O O 00 OO O O O O O O O O O O O O O O O O � O O O N O O to to OQ (O cq v w r~., w N ti v w O O O O O ommommmmmmmm mmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmummmmmmmmmo EMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmummmmommMMMMMMME IDEMMMMMMMMMMMMMMMMEMmmmmmmmmmmmmmmmmommmmummmmmMMMME m m m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m m m© m© m© © m© m m m m m m m m M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m m m m© m© m© © m© © M M M M M M E M M M M M M M M M M M M M M M M M E M M M m S m m m m m m m m m m© m©© © m ©© m© ©© o m m M M E M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m o m m© m© ©© ©© © m©© ©© m m m m m mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo wommmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME WOMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo m m m m m m m m m o m m m m m m m o m m m m m m m m m m m m m m m m m m m m m m© m m m m m m m m m o M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m m m m m m© m m© m m m m m m m m m o M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m m m m m m© m m© m© M M M M M M M E m m m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m m m m m© m m© m© M M M M M M M E CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627 Field Review Form SPEED LIMIT CHANGE No Street: Chambers Rd Location: Michelle Dr -Franklin Ave No. 13 Field Review By: RSM Checked By: Josh McDonald Time: 1:59pm - 3:43pm Yes A: PREVAILING SPEED DATA On -Street Parking Location of Survey, Mid Point Other (Specify) "C" shape segment Date of Radar Sample 3/10/2004 ....:ORS ACT __. DWA1f .F . D ROA _ _ _ - _ 85th Percentile (mph) Length of Segment (Miles) 39 10 (mph) Pace mph28 None to 37 Horizontal Curve Percent in Pace 64 Lateral Visibility Good Posted Limit (mph) 35 Good Sidewalk/Driveways 13ACCIDENT HIS : 1 Time Period Covere (months) Yes 36 Driveway Density Speed Related Accidents 1 Business Park/I dustrial RECOMMENDED SPEED LIMIT Saeed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 1.52 . FFLC FA CT ORs C. TRA . ___ Average Daily Traffic 2,000 . Lane Configuration 2 lanes total -double yellow line Traffic Controls None Crosswalks None Pedestrian/Bicycles Yes/No SPEED LIMIT CHANGE No Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) "C" shape segment ....:ORS ACT __. DWA1f .F . D ROA _ _ _ - _ Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve "L" bend at south end Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E ADJACENT LAND `USES Business Park/I dustrial RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No `13 SPEED ZONE SURVEY DIRECTION A) � ;DIRECTION � � 0[3 13012� COMBINED TOTAL `� 1�CATION (Sr. NAS ''� 4 '`'` C- WEAVEW S CLOUDY PARTLY CLOUDY MOMY CLOUDY FOG RAIN ,J m �) c r-� t L / �,�x,4 AMP 1; A� ROAD iMOTHER 31RECI ION hV38 ES WB 00131313 (EXPLAIN IFOTHEftj OBSERVATION POW �� /�'1►• L-`- ' �'+ n , ROAD (:ONO I Gfta FAIRt POOR POSTED SPEED UNNIT _ s L ALSO NOTE IF SCHOOLS. PARKS. ONZMEET PARKING. HEAVILY USED ORWYS, GATE OF OBSERVATIONS 3 / / / PEDESTRIANS NdW LOW MEDIUM. HIGH TINE OF OBSERVATIONS: DATA COLLECTION 1,'-s``3' - To -3.:-"7,3 08S IRUCTIONS AFFECTING SPS A& TREES. SHRUBS BLOMNG VISAWY, HIL m aJR1VES 131313130. TRAVELTO SITE /")4, . N ROADWAY SEGMENTLENGTH • � (IAILFS as 0131 SEGMENT LENGTH, ETC. (BTM UM TS) 01311130. 000011 131213130 TOTAL NUMBER OF LANES" (THIS DIRECTION) COMMENTS �' - ! �' ��• !%�-�-� L .e f, (OPPOSITEDIRECTION) J as 0012 001310E TOTAL BOTH DIRECTIONS z (31313131 o [30 131311 11110012 1313131312 STREETVNIOTH CURB TO CURB (Fi) _y - (301300 ' DATA COLLECTION METHOD 2. [312131213- 1313131312 as 11atr -1313131312 OE/ELOPEMENT: RESIDENTIAL L COMMERCIAL DIRECTION A) � ;DIRECTION � � 0[3 13012� COMBINED TOTAL `� t TOTAL 1113131311 2. 39 ME131313. 013111311 0[1013[1 300[30. TOTAL 20 11[2 01312 313 131311 12013130 '. [2013130 00 0012171313131:1 00 [2012 313 13012 00131313 1313131312 Z1 ®11131313 3130131. [21313110. 1113131313 31313131 11131311 13131100. 00 000 00 01313 as 130oaaa 22 a13 [1[2131312 as 1313EaQ'130a. [1[1[1[1[ a 131312 1313131312 1313131311 30131313 1313 131311' 23 1313131313. 130 131312 130111111 ODIUM 131313130. 110131311 131313011 1101100 130 a13a as 0131 24- 131301311 303011 001313[1 [111121311. 1113131311 01311130. 000011 131213130 aQOaQ 0001312' 9, . 25 1111131311 [30 131311 as 13QQ 1312131311 13111311 R W1311' 1313131311 as 130E as 0012 001310E z 26 IBE [313[1 31211(3[ 131111130 1313131311 (31313131 o [30 131311 11110012 1313131312 00131312 (301300 7 15111313 131301312 (3120011 130131313 131313112 0 [312131213- 1313131312 as 11atr -1313131312 as 131313 2 28 ®S-131312 131301311 1312 1313[1 1111131312 as aaQ a ME 1011 1313111311 11121113a 131313130. 13131312 3 MEMENMEEM. 29 0.E ®1311011131311 1312131311 1312121312 13111131312 SKIRIEff 111101311 01101312 as 131312 130 1313[1 16 30 WEE9 ®a13012 131131307 3013011 1312131311 111EMSE1 aa[2011 0a0a12 0013a13: 0130101101 3 31 EE ®0.Q (30130[1 as [2012 [3[1[3[3[1 as [30EJ 3JESIE1313 1311131312 as 013E 13131313[l 31313131 3 32- E®E13a 1311131311 130131313 1312131313* 13131313 Q131312 131313131 00002 as 00[1 (3a 11011 4 33 ®0 aaa [3[3[3[3[3' (30 aaa 0100010 as a[3Q ' M13131311 13131313[l 00 00[1 130131312 131312013' 2 34- M 000.13121313E 1313131311 131Ja1313 GOOD > EE©Eff 130 [300 1313 1313[1 1313131313- as aQQ 35 eE ®E■� (1013130 313130CI 131213131 as aaa: . �36 EE 13131:1as 0aQ 1313 3013' 1312131313 0[3 13012� 3T ®E @1313 313 aaa 1311000 as aaQ 013 aaa: 0 38 1313131312 313131312 1313111312 012 131312 1113131311 2. 39 ME131313. 013111311 0[1013[1 300[30. 13013131 Z 40 ®E aaa 30131311 30131311 30130[1 120 130E 4 41 1213131313 30131112' 01200rx 001313[1 130 131317 20 42. j® aaa 00 [3[311 013 aaa 313 [300: [3[1(:1[3[l 1 43 113131311 30111312 131313131:1 1:113131313. 1310aaa. 0 44 []0 aaa 1313131312 1312131311 [3[:11313[1 00.131311 0 45 00131311 1311131313' 30 aaa 1313131312 as 1313E d 46- 10131311 .0013012 130131311 (313131311 13130012.4 4T 11131313[11. 31121311 13000E [112131311 30 aaa. 48' 0013131 000131 [3[2[3[1[1 a0Q13Q 130.13100 49: 01213131113111313111311121311 0[10131L 1300013. 50-13111313111312131312 131113011 13131312E 00 51 01213011 1311131311 1311013[1 131201311 131213131 52- 1301301113[2130u (311131311 01301311 131113111L 53. 1301300- 1313131311(312131211000012 13001311 54-1312131313•- [2013011 1311013[11 1XI130Q 0000E 1, 1-l"m ■■■■ ■■■alone■■■■ ■■o■■ ■■■■■ ■ ■■■ minimssells Ellin ■■ ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ on ■■■ ■■ ■■■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■mill ■■ ■■ ■■■ ■■ ■■■ ■■ mills ■■ ■■■ �K EEEf EE 011E as 0aa. 013 13[2[1 130131313 t MIMIEOO 0013012 00 aaa 00000 31201313* iffifflooll 00 000 000012' 0130012 GOOD z M aaa- 000011 00 000 001300 0000 EE0 13130130. 130131311 120131313 121301311 H 0012 000011 00000. as 000Y CODE= 13aaa: 0000[l 00 0012 0001312 01301313. 130011 1101113013 0001312 131301313 00.0131. a aaa 3013011 013000. Qa aaa 00 aaa E aaa 130131313 312 aaa0001313 as 0aQ p in MEN Engels onfolon annals moints 0 MEN me @on on so a I! so sign 00 Its 0 mass Me ones Ol- a mpg Elm a son@ None Illinois 11-0 0 mks IFOIN 0 0 minis I -4004 in NIS No ago 00111010 a 0 110[a NORRIS NINE None 0110010 00 solo 0 solo 11018 Room! 11111ININ son a an X@am al on I 0 In 0 - INS I I(NININ minim Olson Millais malmiming on It 60* 13000E 1300aQ aaaa13;' 131213011 aaaao� aaa[ 131100E 13[21213[: a ICIZI 130130E �. r,.-..-,P,.-� P,.-T�-.�-, PT r,.ZPoT."frr rnfM?1 =r/ rT` f"?.-fr-Tl-ffov- r-.rT.-..-1311 .•,Apo"90..a .•.........-- ----- ----- 1111111111111111111111111111 lMMMMMMMMMMMMMMMMM MMMM MONO mom lMMMMMMMMMMMMMmMMM MONO mmom NNE lMMMMMMMMMmMMmmMMM MONO MONO mom MEN 10 MWEIMMME300111IMME31011111 0 MOWN MONO ON N IMMME31IIIIIIIIIIIIIE3001MME30010101 00 MOMMOM ONE I..00..000..0000..o.......... I..0000000..0000..o...MOWN ONE IN NOON N■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Del Amo Ave Location: Edinger Ave -Valencia Ave No. 14 Field Review By: RSM Checked By: Josh McDonald Time: 10:59am -,I 1:32arr A: PREVAILING SPEED DATA Location of Survey Elementary school Date of Radar Sample 3/23/2004 85th Percentile (mph) 46 10 mph Pace (mph) 38 to 47 Percent in Pace 68 Posted Limit (mph) 40 B; ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.60 C : C. , TRAFFLC FATORS. Average Daily Traffic 59065 Lane Configuration 2 lanes total -double yellow line Traffic Controls Signal Edinger; stop Valencia Crosswalks at Edinger Pedestrian/Bicycles Few/No Truck Traffic Yes On -Street Parking Partial Other (Specify) Areas of no parking anytime; 2 hour parking .: D. ROADwA�Y FA O...... CT RS Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT LAND USES Industrial/Business RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE Yes MININININ minis RJUNININ so MINIM min No 1 11 Rai Sol a MINES'S ON @min ,EIN I MINIM ON Mining I MINIM 3 sommin SIONNIN min Big 0 a S EINIS01 -1 NIB MIN I J 11 in 1 0 NIS 05 mining SMININIS mounts men Gal Emig MININE no solo NONE I V. - , I on an ins annotoommilisto Muslim Bosom r" mosselefolsin 01040101 semi MINIM 0 [1 Mani MINI otenal Niels NININININGRIN minim saillain a MINIM minimille 810111113 now son at alals 11101111MIS 011111010 on six Stoll 01014 01013101 gigolo$ 61 a! Mani Mimi Miele tj miallivinivals mining nialainin 6d Innis- 221313111 tnivinamial MINIM BIBLE Olson lnistagainin al Mani Elal"m Mi MmMmfind =I M1 MiMmi Mimi =I M�Mt Md -- late RIM1010101 Into 011010101 1 n B1010104 0 IERION min minim mininiets soon NCO MINIM 0 minimin a MIN min a oto minis MIN I it, oil on k -mol 0 calm 010013C. cocoa. 13120: IM 121211 1212121211 19 macall acacia acacia WIMIA wagon man on movemml - MEMO Mossoman W -M 0 MIES-on 0 minim 0 min MIN MININIS 0110131010 mosimin - -JOIN N min NJ 5 min Elwin a mints son EIRIMIN a min Stutz Into I 11i, Sol 08 010131010 Monsoffs o(EISIN B010 Mimi AS MINIM onsimmummun nommin some at ONE Mimi min no Into nomino 81041010101010601 al minim 01MINISIN Kowloon mints min 0 0 Nis!! Imanim lain J,N � . MININININ minis RJUNININ so MINIM min No 1 11 Rai Sol a MINES'S ON @min ,EIN I MINIM ON Mining I MINIM 3 sommin SIONNIN min Big 0 a S EINIS01 -1 NIB MIN I J 11 in 1 0 NIS 05 mining SMININIS mounts men Gal Emig MININE no solo NONE I V. - , I on an ins annotoommilisto Muslim Bosom r" mosselefolsin 01040101 semi MINIM 0 [1 Mani MINI otenal Niels NININININGRIN minim saillain a MINIM minimille 810111113 now son at alals 11101111MIS 011111010 on six Stoll 01014 01013101 gigolo$ 61 a! Mani Mimi Miele tj miallivinivals mining nialainin 6d Innis- 221313111 tnivinamial MINIM BIBLE Olson lnistagainin al Mani Elal"m Mi MmMmfind =I M1 MiMmi Mimi =I M�Mt Md -- late RIM1010101 Into 011010101 1 n B1010104 0 IERION min minim mininiets soon NCO MINIM 0 minimin a MIN min a oto minis MIN I it, oil on k -mol 0 calm 010013C. cocoa. 13120: IM 121211 1212121211 19 macall acacia acacia WIMIA wagon man on movemml - MEMO Mossoman W -M 0 MIES-on 0 minim 0 min MIN MININIS 0110131010 mosimin - -JOIN N min NJ 5 min Elwin a mints son EIRIMIN a min Stutz Into I 11i, Sol 08 010131010 Monsoffs o(EISIN B010 Mimi AS MINIM onsimmummun nommin some at ONE Mimi min no Into nomino 81041010101010601 al minim 01MINISIN Kowloon mints min 0 0 Nis!! Imanim lain J,N NE SURVEY • - •• `•U s-A=icrf Pmmyaguaf MCS7tyC•Inv- •RAM OF • :►.tip- •N S -' a—PSIRIANZ��LCWMEMWHIGH SEGNIEWL&IGTH. Em. • • {'_ OFLANES (THIS • 1 �.NM • - • 111 �� • •(pp • M 3 E • _ _' • TO - QATA • E=• I - 111 • ~ E . ~ . �•, • • • ,� ■■■■■ a ■■■ ■ souls ■ Menlo on ■■■ ■ ■■■ a minis ■■ ■■■ ■■ ■■■ 0 ■■■ �■ ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ a ■■■ ■ ■■■ ■■ into ■ ■■ ■■■ plate Mtn man �► mullein ■■ ■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ on MINIM ale ■■ ■■1■ .- ■■ minim ■■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■ ■ ■■ ■■■ ■■ MINIM ■■ ■■■ ■■ ■■1■ -• ■■ ■■■ ■■ ■■1■ ■■ 0010 ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ minim ■i■ ■■1■ ■■ ■■■ �- A11111111111 ■■ ■■■ ■■ minis ■Main 0 ■■t■ u■ ■■■ ■■ ■■■ 0 ■■■ ■1■ MINIM ■■ ■■■ �. ■ ■ ■ ■ ■■■ ■■ ■ its too ■■ ■■■ t■ ■■■ . ■■ MINIM ■minim 0 a ■■■ ■■ ■■■ ■■ ■■I■ ■■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■■■ '.■ minis ■ ■■■ ■ ■ ■ a ■■■ ■ ■■■ A, `;■■ ■■ ■ ■ ■11111111114411111 ■■ ■■■ ■■ to min �� � ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■■■ P1,11111111111111111 ■■ ■■■ ■■ ■■■ ■■ ■■i■ ■■ ■ ■ �:■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■t■ ■■ ■■1■ �f-.■■■ 1111111100111 ■again1■ ■■ ■■■ ■■ ■■■ ■ ■t1■ ■1■ ■■■ ■■ ■■1■ -• ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ' ■ ■ ■ ■■ ■■■ ■■ ■ NOR ■ ■■■ ■■ ■■■ �LU4r-1111 ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■ man■■ ■■ ■■1■ F�■■■■ motels■ ■■ ■■■ ■■ ■■■ ■■ ■ ■■■ 0 ■■■ 0 ■■■ ■■ ■■■ GJ i. �•: ■ ■ ■ ■ ■ ■ ■ ■ Simon ■ ■ ■ ■ ■ ■ ■ ■ ■ ; i : is ,� �' ; u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ t ■ ■ ■ ■ ■ r..j::■■ ■■ ■ ■ ■■ ■■■ ■■ ■■■ ■■ ■■ minim ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■i■ • e.■■■■ 11111 ■■ ■Millais ■■ ■■■ ■ MIN ■■ ;An MIN ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ ■■■ Mn ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■■ '•''�■■ ■■ ■■■ ■■ ■■■ ■ using ■■ ■■■ ►:■ ■■■ ■ alsisto ■ ■■■ ■■ ■■■ ■■ ■■■ on 0 t ■Milos ■■ ■■■ ■■ ■■■ �� ■■■ ■ ■ Into ■■ MINIM ■■ ■■■ on ■ ■■■ ■■ ■■■ ■ ■ ■ ■■■ :F ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ �" ElL 6:A J�ti ■■■ ■ ■■ ■■ ■■■ ■■ ■■■ ►nig .'J :J F? .. ■ ■ ME■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t ■ 4 A. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ minis ■ ■ ■ ■ ■ ",. .�■■ ■■ ■■ ■ ■■■ ■■ ■■■ ■■ ■ ■ CSU •] blo among ■ stiom ■■ ■■■ Mtn uls iii■ �J ■■■ 0 MIN ■1■ ■■■ ■■ ■■■ ■■ ■■■ :J :l {..■■ so ■■ Milan ■ ■■■ ■1040100 E39.■■■ ■ M■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ s✓■ ■■■ 0 0 minselmontain m1■ ■■■ ■■ ■■■ • .■■■■gists■■ ■■■ ■ ■■ ■■■ ■■ ■■■ ''■ ■■■ 0 ■■■ ■ t■m m■ ■■■ ■■ ■■t ♦- ■ ■■■ ■■ ■ ■ ■■ ■■t ■■ ■ ■■ ■■ ■■■ souls ■ N sioleffm■ ■■■ ■■ ■■■ ■ ■■1■ ♦ ■■■■■ MINI ■slow ■■■■■ ■■ ■■■ ■■ ■■■ ■ ■■■ ■■ e MINGINININIMIn ■■ ■■■ ■■ ■■m .,� ■■ ■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■M11=10■ minim ■■ ■■■ ■■ ■■■ ■■ 01001015101M Mimi ■■ ■■■■ ■■■■■ ■■■Minimal■■■■ .■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ •• ■■■■■ ■■ ■■■ ■■■■Masi min a■ ■■ ■■■ .► ■■ ■■■ ■■ ■■MORIN ■ Olson MIN win ■■ ■■1■ �► :■■■■ ■■ mining■MINIM Menlo ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■1■ ■■■ Mimi■■i■ a■ ■■1■ :�■■■■ ■■■■■ ■■ ■I■1■ ■■ ■■I■ ■■ minim :�■ ■■■ ■■ ■■■ ■■ ■■■ ■1■ ■■■ ■■ ■■1■ .• ■■ ■■I■ ■■ 011151011111111111011■ ■I■ minis ■■ ■■■ ■■ ■■■ also ■■■ ■I■ ■■1■ ■1■ ■■■ ■f■ ■■I■ .1■ ni ofalsolml■i■I■ ■I■ 3101 M ■ Mimi alm■ ■ ■1011■ ■I■ ■ ■ ■ mini■ ■I■ ■1■ ■ ■1■ ■1■ ■ 011015401 min • ■ ■ ■1st■ ■I■ minis ■1■1■Iml■ ■1■ ■1■It tt■ ■ ■1■ NEWOM1■ ■ ■1■ ■Imp■ ■1■ ■1■ ■t■1■ ■1■ ■ ■1■ ■1■ mini■ ■t■ mill■ ■1■ all ■1■Is151■ ■ ■ ■lois ■1■ ■I■1■ ■l■ ■1■ ■ ■ ■1■ ■i■ ■1■ ■ ■i■ ■1■I■Is1■ ■ ■ ■ ■I5 list 510184121 s■i■ ■ ■I■ ■151■ ■1■ ■ ■1■ 510 ■ ■I■ ■ ■ ■1■ ■ ■1■ ■ ■t■ ■1■ ■Imi■ ■1■ mini■ tl■ ■ ■1■ ■1■ ■fMINGE1011510154510131 min ■1■ ■151■ 01111111111111111111 ■I■ ■ ■1■ ■1■1■1■1■ ■It ■1■it ■1■ ■151■ ■1■ ■ ■1■ ► M. :� ■1■ 5 ■1■ ■1■ tl■I■ 2101 ■151■ ■ NJ NJ ■1 ■ ■1 ■ ■1■ ■ ■t■ ■ ■ ■ ■ ■ ■ ■ ■ ■i■ ■151■ ■1■ mini■ tl■ ■ ■1■ m1nm1m ■1■ ■1E1201■1 Mimi cmiml MINIMA MimiU11Mnt nd mi =I MWEMImd MWEMIMimimlm IIIIIIIIIIIIIIIIIIIIIIIIIIII ■eeeieeee�■eeeeeeeeeeeMeeeee■N■ eeeee e ee e ee ee e e ee e ee e e ee e e e■ leeeeeeeeeeeeeeeeeeeeeeeeeee■ ieeeeeeeiee�eeie�ei■eeiee�e�eeee�eeeee lee eeee e e eeee ee eee eeee e e e e e e■ i■ieeeeeeeeeeeeieeeeieeeMMMmMMM■ leeeeeeeeeeeeeeeeeeeeeeeeeeee ieeeeieeeeeeeMeiMMMMwomomMOWN ME ieeee■eeeeeeeeeeeeieeeeeeeeee■ le©eeee e e eee e e e eeee e e e e ee e e e ■, i■�©eeeeeee■eee�eeeieei�ee�ieeeeeeeie i■�©eeeee■�e�e©eeeeeeeeeeee�e■�ieee ©©eeeee©De©eee©eeeeeeeMOWN e■ i©©©©e©e©©■©e©e©eeeeeeeeeeee■ ��©©©©©©©©©fie©�pE�eE�eeeE�eeeeee leeee ee e eeeeeee eeee ee e e eee e e e ieeemom eeeeeeeeeeeeNOON eeeee■ lee eeee eeee e e ee eee e e ee e e e e e e e ieeeeeeeeeeeeeeeeeeeeeeeee■ieie ie�e■�eeeeeeee�eei■eeee�e■ieeeeeiee■ ieeeeeeeeeeeeeeeeeeeeeeeeeee■ ieeeeeeeeeeeeeeeeeeeeeeeeeee■ ieeeeie��ee��ee�■eee�eee�eeiee�■e�ee�ee�e■ iee©eeeeeeeeeeeeeeeeeee�eee�ee■ i■�e©ieeee�e©eeei�■eeieieeieeeeeee�ee■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Edinger Avenue Location: W/O Del Amo Ave -Red Hill Ave No. 16 Field Review By: RSM Checked By: Josh McDonald Time: 2:130m - 3:20pm A: PREVAILING SPEED DATA Location of Survey E/O RR Date of Radar Sample 3/2/2004 85th Percentile (mph) 45 10 mph Pace (mph) 37 to 46 Percent in Pace 72 Posted Limit (mph) 45 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 0.37 ...ACTORS.:.:'a.. . TRAFFIC FACT Average Daily Traffic 241412 Lane Configuration 4 lanes total -painted median Traffic Controls Signal Del Amo, driveway, Red Hill Crosswalks At Del Amo, Red Hill Pedestrian/Bicycles Few/No Truck Traffic Yes On -Street Parking Yes Other (Specify) No stopping anytime, railroad tracks ROADWAY FA CTO RS .F. Length of Segment (Miles) 0.20 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E.:: ADJACENT LAND USES Industrial/Business RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE No SPS NE SURVEY sTY- Tis � : �r �v� WeArrIff3b 4jjW �CLMUCY PAFMY GOLI.N MCMY aQU13Y PW RAW Im (1" 1111011111111111110 ► RCAasi1Al%cza%?-%0q an*BR' ICON W1__ W. (EWLAWFOMe" MSERVATMN Powr RCMa CONOt110M -� FAR POOR C M SPS LAW MPH ALSO NaMIF scmcas. PARKS. cNzmEErpARmM mEAvLy usm oRwm IN OF-OBSERVAMCNS LnW. MEDRU. H04 UW OF OAS RVA'nCN rx DATA CMI.ECnON To --d: =df0 MES. SHRUSS vammuTy. tius. aCURVESHGAFFEC'MG AS, T TRAVIELM WE ROADWAY SEGL4ENrLE4GTJ4 LEWM SEGmeiir LENGTH. EM. (am umnm) TOTAL NUMBER OFLANES (THIS OIREC71CN) z Now. .cumem ,r JA (cpposrm01RE=CN) 1111111111111111,.SMEMNIM CURB TO CURB (FT) '000 WON. DATA COLLECTION MEM00 0EVE.QPS*Nr.- RESMENTIAL INGUSTRIJAL COMM G CnON VIAL Al 1113 131M [20 131213 1311121212 1217 121M 13CCOU 2-1 27- (3[1 [3[212 00 0011 1301213[1 120 0121 as aarz = 1213 131313* CE20012 TIME= 1212 1213[1 1312131211 24 1312121311 (312131212 IM1201:1 1212 QQQ 13111313EL IA -7 TOTAL Qaaa= coca MOM ascaII cocoa coca MCI= cocoa 12011212 12I 131312 a a Eels SINSINIM minim Us 0 a a a 0 MENININ ofelolm M 0 a a 0 a Mason Into 2101 ME 00.0 MENEM 0 0 01004 0 a I otsimi.0 WE 0 a a 01 COWNED TOTAL 3101mimin a aim min n 0 a SIR MINNIE 0 Elm minim 0 OMNI Etmemin minim ■Eta min minfulmim ■loin • onfoloin 0 Mtn min on loin affinion minsioln Noggin 0 8 Elmo ■min Elm NOMINIM ■min -stm min 0 a 0 min N Stains ■to minim ,Elm min MIN min I :too 0 0 st-O I maim MEIN 0 0 SIMIN go Mtn ■a 0 010 ■a a 0 0 a 01,01-01-100 0■ ISO an 0 on ussiminaslowli,■—■, 0 a a WINININ No 11 a 0 0 a slousle 0 AA 1101 Iola 010101010 0101mmin ir.liminin I min vim a a minim 001101010 01001010 a MINIM 0 a a 0 MININIM 0 min 0 am 0 -on■ ENRON 0 WIND a Elm min 0 MIN win • minfols 0 ■Elm so■loin ■0 ■Ing onsism 1 1 JAMIN a ■IN ■Nis ■0 ■Iola ■W ■INN MIN Elm a I I memo NOOSE SIMON sollosim 0 min 0■ Elm MINION mmi-olmis 01010as It a 0■ram 0 1 a '11-11010 min EVE ■loin ■In ■IN gamin ol M 0 MINION O'Efulnis 111 mini .11! 11"A on MINIM minim I monsinalmin 0101010 0 a 0 a 0 MINIM 0 sominim a minim■ Mimi L, stulain 0 Eta 0 m am minim 0 utm a 0 Moons ME miss on MEIN if 7-1. -A I I■I - 0 Motown onsine a a 0 5 min 0 a a L 0 ME 0 0 Elpts ■MINION MIN 0 ul I,., LJ i simmoto ■ Elm 0101101010100101 0 01 a a 0 a 0 0 0 EMINION No 0 0 a a■ -2 L? a •LI: 0 a a stommin ■ Elmo -Aoin minumin minim NEWS r @loan 0 minim on on L2 1, AAIA 1A 0 0 a a a a aim T A' on IN rJulmls ommon ROME sm M 5 0 a 01031010 0 MININIS minnin 0 nomisim 0 ountsin ■MINNIE M on 0 am 0 min MINJOIN a joulm M LJ a mosisis a main a am Moons _1 - ONINISIM MOINES 00 OEM an a min wason sminjoin aEoliImIn J ?.1 .4. -is 0 Ronnie 0 a age a 0 I'm 0 ME a AA 0 a 0 MINDEN 0101§1010 -1 r0 0 0■ on ■men. � -2 min a min min 11010! .1. '100 nommin sominin 010 0100 NJNo min 11 ilsonlo I Oasis MISIONNIN minim sinful al maniviol min a a 0 0 0 ■goole sloululn Miam• i HIMINININGIN a min a 0 a minim elm minim min Aminim a minim MINGO MINISIN NNINININ minim■ad miss 01010110 manin OWN RIMININ1.36min an Elm a min I onsinin malson■ min a mintsim 001MIN almin amisluln alsomls simillas Nis 0 min a mialmin MIN Minn min 0 EVE ■0 min 0 111011010 oasis minim 01millm I min a Elmo milloin 14010 a min 0 minlele minalsin min Mimi■MW7"11 minim 0 MIN-Mmosla OWN alsomles min I MIN4 MINISISINNOIN Mimi 0101MINIOGNIN minim 0101olon U■� Late min E10101010401§1 SIMINGE10101 31040101 mi Olson! a MINIM ■ misin 015101MINGE101 minim siolainingain 1101olm xneola MINIM --,a minim MINININ wasin minim MININISINGININ 0 0 0 -0 Elm W SON - alsim minim, 0 Bemis Elwin 3101110 - Davis a 51014 1112111in 0411110 minallmill mocal Nis minalinjujuln MINING minim mimesis MINIM NININININGNIN sloll■ 11 mini 0104110111015415101 Mimi mall so mini MGM! nos! min mintesolmin mimesis minim MINININIONNIN minim lialujoluenwalml 0!1.010101mi OMNI 0101 RIESE1101 al min ....ice -i Mimi- - -20151MIRIESEI Mimi EIRIL z Ul .. W �- W) 1p F- O� N O � CD Z W v OOC W aui � LLI J w > Q Q O x W 0 W = o w � Q w f" Z Q w > Q O n- Q ~OY Z t- r` OL w �v Z� N "' 0 D � Cl p 0 .. Z O a z Was F. 9_ z •• Z QO .. W V � ti LL 9 J �F- p z QN co G V oo QZ F=- Q F=W �W WJ O J c°cw VO a= a a°c� 3 w� Qo CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Edinger Avenue Location: Red Hill Ave -1500 Ft East of Red Hill No. 17 _.... n�.,...L.,.� C..• Inch Mrllnnalti Time: 10:55am - 11:45arr Field Review By: RSM Chec a y. A: PREVAILING SPEED DATA Location of Survey 1100 Ft East of Red Hill Date of Radar Sample 3/4/2004 85th Percentile (mph) 62 10 mph Pace (mph) 50 to 59 Percent in Pace 57 Posted Limit (mph) 45 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 0.72 C: TRAFFIC FACTORS Average Daily Traffic 21,193 Lane Configuration 6 lanes total -raised median Traffic Controls Signal Red Hill Crosswalks At Red Hill Pedestrian/Bicycles No/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Raised median; bike lanes D: ROADWAY FACTORS Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light . E. ADJACENT LAND USES Industrial/Commercial (non -fronting) (EB); railroad parallel (WB) RECOMMENDED SPEED LIMIT 50 MPH SP NESURVEY Wf. WEATHEt ;4#ffl��Crf PARMY CL0I= mcs7ty amor ASG Rw -e.0- Ali *2 1 R00 imnz anvAcEaRy OR anist ROM CC <::jjdi5& FAIR (EXPL4WFCrr*9q MSERVATMNPOW op Iasi LLwr = N ALSO NOTE IF SCHOOLS. PARKS, ON -STREET PARKING. HEAVILY USE13 DRYM )ATE OF 0 RVATIMS LOW MEDUMA04 IWOF0 RVAnCN&' DATA COLLECTION /0.', Zr— 11.z` -x/ -5 0331RUCTICM A--NGSPS AM TRS SHRUBS BLOCZCNG VISABRAY. )ILLS. CURVES TRAVEL M SM ROACWAY Sr=GMENrLENGM+ somew LENGTH, ETC. (SM ULM) TOTAL NUMBS OFLANES (MIS DIREC 110N) '.'MMMENM (OPPOSITE DIRECTION) TC3TAL130TH DIRECTIONS STREET WIDTH CURB TO CURB (Fr) I#* p DATA COLLECTION METHCM WWIF—QPLBAEN� INDUSTRIAL COMMERCML an BOB an ago 01 a SON solmon on nomen mmoon nominin Mogan on Room■ I I I I allimin 0 SIR 0 own 0 minim ■gloom BE ONE malluin molong 0 0 0 0 a mining no MINININ ■min 0 0 ■0 a Elm ■Bloom Belong MENEM ■stools ■a ■lots olsimin minions ■of soon ■0 0 0 m 8 0 ININ min ■a ■lain 110131sim MININININ I III Ennis ■INN nownisome ■101101010 ■in ■Islam WINININIMENIN a MINES min son■0 miss MINIM a a Elm Ennis NEINIffinis MINIMENIN(WISIMM 111minin 0 0 0 min ■011010 mones MINNIE m 01011010 a ff 0 a 010 a 0 slals a 0101MIN a INISIMIN 5■to 0 MINININ SEEN Egoism MINNIE somolu wasiom MEMOIR 10411 Basin also stolain Sam 0 0 Omni■0 a a a a solo ME MINE Not Mai 1040lon BENNIE IN 0 0 0 quinjoin monolo a minim a M 0 0 0 MIN a a minim 0 not smommus■men notalulm a 0 a almomin Own 0101 0 0 a MIN NIMINININ alsonlels ■minim a 0 mom' 1 MINIM 0 1 a a Nis NINININ 0 0 0 0 Basin minim NONE- u Notion Emosin 0040010 offifflol one mossin 0101010 soon 0001010 on soming Basin Ennis on min ■I on 0 ■soon ■WINININ ■Imuslon MENININ 0 ■Elm Menlo onto man loin mine mom■0 MENEM ■10101010 MININININ Elm MINIM mmisiom ON a 0 a 0 0 Main 0 0 MEIN ■0 ■min MININISIN ■a a 0 0 a a minim MINININIM6015 0 MIN a a 0 MENEM 0001310 001101010 minim MIN • ELM ■5 0 0 NONE ■0 minim a 0101010 0 0 0 min ■seen moose ■011010 notolels MINIM min man m m molaim notolon on solo lessin 0 MINININ 0 1 min Mellon minim Else -0 • BE a I souls mom onsolm ■a a Mtn ■on a MEIN monism Elsie miss 0 0 a 0 0 0 moo■0 on unslools m 0 mist no- MINNIE monism ■LOIN so onson mololoo 0 Elm Simon MINION mimtelsim 0 WINININ solulolm 0,810 loin ■SEEN mosels NEI min moulmls solulms 0 minim 0 among Olson Inim sonso a■ son monsin ■memo mensom 10011010 slalom 0 0 0 a 0 No n Elm NONNI@ 0 a 0 No onson ■Ennis ■Basin F., Islas MENEM ■110 ■0 a No a Elm SIMONE NISIN 01 a■son ■join 0■ m min■Emote Bonnie sommin on moose ■ININININ NOOSE m moulmin —Into Sol■ son 0 0 a 0 Ennis mining • v-,Imlolo onsiminMNNN mom0 Esona IIIti its minim main 0■ man Osman MEMO at 1 0511010 MINININ now■a Elm mini- on 5 ■0 mum a ■m on ■NEI minim r; I L. No sets ■jollinin NOOSE moloom 110-i clLA- rAv; 5 onto 11 n 0 11 0 simin .4 [zilmalls minim B1015101 memloosioln almins I WE minim 010001010 in ■MIN Elm MIN minim J1111 0 a Nis Milan Blejoin L tj L r -A- 1 1-14145-1, 0 wifflons Estonia ON ass E 0 minnoloto Elm 0 0101010 MINIM Elm -iv 118101m I alsomin 0 min min Emmons i -I L LJ a min a MINININ minim also tar: I all §12101■senjo a �olons 0101011 so 'ALAN MIN min manto almin mislainin mini T4sA 1. it 0 EINININ Menlo RJOING mosiolocalm 0 MINIM minininin Mimil 5104010101anis■- 1IL-11- 1: 3. A1.1f ifelain Elm min a1 A` §101moulml 0 madmin almin Elgin missile minflinindmis mini■ Ell -1 , VILI. .. minsole minindufflumindmin mini■ dolamon MIN onistol ANING0121m gloom 0 siolmdulnin sinew- 17 ,JS ,JS . I jIlk :1 ,S min slamn 141ia misdal■ EINING01015131 Edwin ■loin i "IL.-il IIS minim -A ji ■liffill 10. 1 r ololmeolmin min ao ao 00 00 00 00 00 00 00 veva 00 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Edinger Avenue g Location: Red Hill Ave -1500 Ft East of Red Hill- No. 18 Jamboree Field Review By: RSM Checked By: Josh McDonald Time: 12:05pm - 12:59prY A: PREVAILING SPEED DATA Location of Survey 1100 Ft East of Jamboree Date of Radar Sample 3/4/2004 85th Percentile (mph) 62 10 mph Pace (mph) 54 to 63 Percent in Pace 60 Posted Limit (mph) 60 HI TORY' B Awa—VCCIDENT S Time Period. Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 C T FFIC AC :ORS .:: Average Daily Traffic 21,193 Lane Configuration 6 lanes total -raised median Traffic Controls Signal Jamboree Crosswalks None Pedestrian/Bicycles No/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes DROADWAY::FACTORS . Length of Segment (Miles) 1.45 Vertical Curve None Horizontal Curve Slight "C" curve at Jamboree Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Few Street Lighting No Driveway Density Low E - ADJACENT LAND USES Marine base (EB); Industrial (non -fronting) (WB), Metrolink .Station RECOMMENDED SPEED LIMIT 60 MPH Ts%.Air X Xft (Sr. MAU4 60- E c 144IMM %A poilummesmWe F1QWr a: M LLWr 14 0 JAPH 41- X# c-. OF OLSIERVA110M RVA11CM DATA (;C)j.Lr:=CN /2',34 MHHWWWM� TRAVEL M SM to ; LENGTH. EM A.A - TOTAL. NE SURVEY NKZMY a.CUGY FrG RJM WEATHEft 4:zff1aWFtLctjI3y PARTLY CLOUCY now M3PM SIJRPACMDSD-FbR CT*MF (EXPLAIN IFOrc*M RCA13 t:aNOnT01'Vc4 AIR PO01� ALSO NCTE IF SCHOMmS. PARKS, ON-STREEr PARKINM HEAMY USED GRWYS- ES I FRMjt- IY - MIEDIM HIG14 a3sTRuC*,,7CM AFFE=NG SFS A& TRIS. SiiAllBS MDOM VISA8IUTY, )*U -S- CLDW0 .ROADWAY Sr=GU1eWLL%GTH MALE (BTN Umffs) _NUMBER OZ= LANES (MS 13 EC110N) 000. (CPPCSffE DIRE= ON) TOTALBCTH 131RECIMNS 410-1 STREEMP'lWICTH CURELTO CtJFM (FTJ .13ATA COLLECIMN METIMCM 4jr- COMMERCAL . Rt:--- AL :-j2XrffM OelF.CPeAe �JajefrL 3 45 §ff 1jr2rl [2001M IMCCEI 1:20MIr [Mr2CII 46 01112111 M12r2ri 120121211 121212EIII 1212EME1 4T C12012CI [212121211 1212121211 1212= 120120[1 48 I[SN120: 1212121211. IME21211 COMM A 49 1112= EEO 1=1212rr (Malzri min 5 MINIM E131513 min at 3101110101 minim ■ 11 joinjuls a' Men' aMMi u1slaw"M inim 010 minim miIIIIIIIIIIIIII mismisim Simla 111111111111111114 minim MINININGEINt - min 213101migulu 011111810 lintel miscal so minis 018151010 NECTOUT 0aaaQ SKIR=— a a mining ■0 samials mind MINIM ■MIMINI 0 son ■11111111 Liniffatelm mine man ■somininguinintsis sionotainiming 140 -11 NJ meal stulatommajolml MINE11 MINI '.IA -A'.A Mani mini 01 a min -11 mini III■ a 5 1111111m1NOMININI Ill Miami 0 mini■ [5101 mini mAll"No MI 01211111111 MI It semi MJsLx1M!1m1j[N5LM Masi■ ■I - am -0 Eamon 0 a me 11111111110 NMI now SINIMIN 0 a 5 101AMEIIAMINIMIN a 0 0 a 0 0 0 0 MINIM to min SEEM OWN 101010 MINIM MINION solo minis a m OWN 1111111101-0 a 0 a 0 1111111110, min MIMI - swats Into I MEMO Elm MWEIMMINIM Is! MINIM011110 loin - a MINIM EIRIMINIMMIN 101010111 MINIM 0 Got MINIM I also imimill 0 a a minim 011MINGNIM lots I MINIMS mistolmotolof jutoll"m soon a a MININGNINI RIMINIMINGNIN minim SIMON mindial IMIS101 MINION NEWS ME EMIMEMIMMIMIN • minim MINIM■ NONE ■minim 0 0 0 0 MINSPI a 011101010 NONE 110018 min moll"m 040181M 1011001101 ■to men not Elm ■NEWS 1"Ejulm Z I MINIMS MEMIMININNININIM a 0 0 auto Simla ��m -miasma MINI a NEWS NIMINIM IN MEN a min min 3 1 NIEMEN on a minim I status assisions MININIM MIMSE101- mintaimiments minim 1111111111111111M stolmis a a minis M 0 a vision 0111111111M WINES min a a on slow MINIMIn MINIMS 11111111111110 In Milan olsolsomto M1101010 -A- -A-A mento no Mtn 0 nimine m onto IMINIM MIMINIM 0 a 2 a an a to to a a 0 011111111601mimin 0 NONE 0 Elston a min oximmum man sts"m min 0 2 siminim a a stalmoolotsial 11111111111110 0 a 0 Salem INISIMIN 111111110111ORM wain a 0 mints 0 stolumml 111111111-01111111411111MILM 0 W M 0 SEEN ME a Slalom son I MINUMIMININIM In no ■a■on ■mass a 3 MIN ■1111111111m 01001111 a 0 0 oll"MININ 0 W MUMINAMMIL-m- ENNIS M 1"MININ 0 IMIMUNIMINIMI a a E 0 me 0 main 0 -3 11111111am "Efulain a minim an Elm loot a miniffin 11111111110111 minims MINIMIN 0 station a a lost slanteloint a 0 a wisaminjolal SIMIMIN MINION SOME MINION An -a 0 momis an 9 a minis Saint 2 WNW ENNIS min 0 Elm 1118106111-111to 11111111111M MININIM to a Elm 0 0 oasis minim - atolulm a MINI Malawi to 3 45 §ff 1jr2rl [2001M IMCCEI 1:20MIr [Mr2CII 46 01112111 M12r2ri 120121211 121212EIII 1212EME1 4T C12012CI [212121211 1212121211 1212= 120120[1 48 I[SN120: 1212121211. IME21211 COMM A 49 1112= EEO 1=1212rr (Malzri min 5 MINIM E131513 min at 3101110101 minim ■ 11 joinjuls a' Men' aMMi u1slaw"M inim 010 minim miIIIIIIIIIIIIII mismisim Simla 111111111111111114 minim MINININGEINt - min 213101migulu 011111810 lintel miscal so minis 018151010 NECTOUT 0aaaQ SKIR=— a a mining ■0 samials mind MINIM ■MIMINI 0 son ■11111111 Liniffatelm mine man ■somininguinintsis sionotainiming 140 -11 NJ meal stulatommajolml MINE11 MINI '.IA -A'.A Mani mini 01 a min -11 mini III■ a 5 1111111m1NOMININI Ill Miami 0 mini■ [5101 mini mAll"No MI 01211111111 MI It semi MJsLx1M!1m1j[N5LM Masi■ ■I - IIIIIIIIIIIIIIIIIIIIIIIIIIII mommmoommoommmmomm Now No mmom momommmoommmmommomm ON mm mm mom NNW woomm mom MONNE NMIUMIMMMMMMMM NOON No ON mmmommom ■MlMlWMMMMMMMMMMMmMmMmmmmmMmmm ■MIMMIMMMMMMMMMMMMMMMMMMMMMMM■ ■moommmmmmmmmmmmmmmmmmmmmmm■ ■MIMMIMMMMMI EMMMMMMMMMMMMMMMM■ ■mmmmmmmmmmmmmmmmommmmmmmma■ ■MIMIMIMMMMMMMMMMMMMMMMMMMMMMM■ ■mmmmmmmmmMM MMmMmMmmMMMMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form cpppn I IMIT CHANGE No Street: Edin er Avenue Location: Jamboree Rd -Harvard Ave No. 19 Field Review By: RSM Checked By: Josh McDonald Time: 1:04pm - 1:58pm A PREVAILING..SPEED .DATA Location of Survey Mid Point Date of Radar Sample 3/4/2004 85th Percentile (mph) 52 10 mph Pace (mph) 42 to 51 Percent in Pace 64 Posted Limit (mph) 50 B:. `/OCCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 10 Saeed Related Accident Rate Annual (Acc/year) 3.33 Accidents/MVM 1.63 Clis ACTOR Average Daily Traffic 181622 Lane Configuration 6 lanes total -raised median Traffic Controls Signal at Jamboree, Harvard Crosswalks at Jamboree, Harvard Pedestrian/Bicycles Few/Yes Truck Traffic Yes On -Street Parking No Other (Specify) Bike lanes D: ROADWAY FACTORS Length of Segment (Miles) 0.30 Vertical Curve No Horizontal Curve No Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting No Driveway Density Low Ear- ADJACENT LAND USES Med Density Residential RECOMMENDED SPEED LIMIT 50 MPH cpppn I IMIT CHANGE No SPF.. ZDME SURVEY Me Ir UUM I = �'� ': y �rZ WEAVetr %20b> CY PAIMYa XW WSMYMOUCY FM RAW W= (Sr. NISam--- R00 SURFrACZCWf OR GTMW 9C ION NG SR SEW (EXPLAMIFOTHM SER VATMN PO4r ROAD FAIR PCM E13 SPEM LIWr ALSO NOTE IF SCHOOL & PARKS, 0NZTRMTPAR?W4M HEAVILY USE13 C3RWM TS OF OBSERVATIONS 314. IPr Pe3E5&R1AN8404WiEPL(3W ME01UM-1-IM IE OF OBSERVATIONS:. DATA COLLECn4ON C8SMC"-,7CMAFFEC,1MSPSMAS: TFC SHfR= 8l.00ANG VISASHM. HILLS. CWWO TRAVe. TO SITE RCACWAY SECmueirLENGTH mGmaruafGTH, (am UWE) TOTAL NUMEER OFLANES (THIS av%=ON) (CIPPOSrMOIRECT TCW) TMALSOTH 01REM IONS STRE�-1 WIM CURB TO CUREL (Fr) DATA CCL=CN ME -1 HCM 0E%1F-QPeAefr.,RES1l3EN 1AL.4ZNp§M&t7 COMMERCAL, 30T --=0N -% . 01REM6 ON r-nUSINE TOTAL TOTAL TOTAL M 131:121212 (21:12011 1217.100C 0000a 012121=* [20001: 0121200" Qt1IIIItI 001:00 - Zi 121212012 (301200. 12121212EI 120121212 00000, mccoo cocoa CII QIIII. cocoa CCU a ZZ (211121212 CII 120112 (212121212 1212121211 12121200' f7occo, cocca [:jaCajj [jacata (212 QIIII 23 (21:1UU[I (ZCUUC. [2CCCE1 OaccEj Cacr7rT r7occEl [:looca faa= 1212[2012.1200011 24- 1:12[2121: (ZCCj:rL [MCCE1 Uo ar7rT Coca[I MOOOM larla0c. cc QIIQ. cc IIIIti Im QIIII ZT CE= 1212121211 [2121211a 120`121711 Call QIIIQIIII EM 25 013 Can [20 01212 0`0 121212 1211121212 1212 00a cocoa coo CII Cco, 00.12017 CaU cocoa 0120012 12013011 121200a 000.0a 0001211 QII 121212 000012 0120.0a. accon za CIO [21212 (312 0001 12012011 120 IZEM 1:1000EI (70121212, QII 1211211 01:212011- OC0121:1 (20 0112 nw� 29 (2CUCIZ Coco[I 00000. 1212121211 coo -01721:11211 01201211 00. QII12IILI 1212121212 • M 120120ri 1201:0-1-2 E100017 1212 IIIIII QII QIIII roacr QII 121211 IM12 M100a Emoorl 31 1212000 CCU[= CE21212EI Cocoa 120000. 1:101211 O01:10a. 012GUE1 012131211 01201311 4 3z 1000C QC 0011 1:0121212, (21201211 QII IIIIQ 121212EI CE1121012 000012, 121212012 0121201:1. 33 1212[30[1 [JUGoo- CII U= QII QIIII CoCcEr 4 ---OF012011 001200. QII QIIII 01101211 00000. 214 (212121211 CII coa CE12ca, Ma 01101211 r7a012CL CL, 01212. 01201212. Cc= CaCcu. - 1 35 am 12012 E200120 121212011 coom Cocoa 17 IIIIII 12[100rz =01211 Cocoa (Mcan 26 (EII 121211 000011 12121212EI 00 0 or -1120[l loco- 11 000012 Cucuta accon0 E212101211 37' a [2CUCC UCUCC 00 1C Ciao 4 jCUU 0 2120a. 00,010[1 1212, 12121212 . (20 0011 000 4 23 213 cco' [21][21312 QC 00[1 000011 0000a 4-, 01111MU ar2000 Coacia. CE112012 accorl 39 (ail Emil (200CE1 12121212C. CC QIIII. 11110. 4 9112121212 1:102012. 01201312 CII QI1I1 C: 40 UjIMIE JIMNIE[I [20ooa Uccall 1212121212 1111EIRIE. M010 QQQIIII Coo EM121ZII 2r 41 OIS [21212 (212corl [2acca [2a oaEL [20 CallI A coca 0100110. Coaca' occou [2120Crl 42 NEI EEC` 120013111= 121212 1212121212 000011 A- WENE-c- 0012012. acacia 012121212 1211121211 .43 @gl 11111F JEJEcoa cococ' [20CE111 CoaclZ WMERIK accoEl 000011 OCCULT QC Corl 44-121212[M CII IIIIII 0001:211 47, 4s vasizig amwK minoca cocca- mocia - 46 jEaffila [Mcr.0 cr2ca[a. cocc[I aaaarl - 4T JIM PIME1 [2C Uo[I UoUca, 1212 ICICEL ou co[I -.48 jjZffZjj[ §jj[2[2[j [212 [21211 [2EI12 aII aII1� 49 jjj[jjj[K QII QIIQ IM120c: Cauca: Cauca: 11MIEME HAW: QII QIIII QII IIIIII 121212012: 51 BREW- MEMEL QII12IItZ 1212121212 IM1212ri WESEL .0013011121212130: 0001211 (211121212 #1 . 51 all= 01212CEr E2012 121201211 00121211 4 .94:. 11700TT [Mo 1101=120TZ ==Ii 1111111111 Basis mini mealml a! 018160101almloo J<Amlmlmgmln 11015521 MINI 0106810 minis sonjelm wool sin MiNimis 318131almonle al §184018131013001 NJ minis 01111111111is Bimini 11111MR1111111 r INEEF 0120 12LT171212 QIIQIIII 1:1212CE 11111112, [21201212 121212011 120121M,•,120010:1az - 11111$11 01201211 cc Carl cc 110E1 0120CE1 1111119 1EIRIESE1 1212121211 12MIM11. 012011ri 1911 01101211 0120 Coo. 1212 12011 Elm alsomil"s sis Rai gal I r I 1.. -4,-, -.1 at mini at 06104121 min son since min min I -ts a I 1,,L,j 10111111111111161011111 , min of■mingooloil■mim 3 0 min mintaintonstuto ij, t, 1�w a -.1 L , -I■ ■- I main 2 Mimi mini MIS1111110tools 0101min1s 0151mis I min 11 KININININ milsininin 0101mia1s sloollimls Niels Rim I Lalools min MININIGNIN10111111 min I■In �ttattatmtatty w#=[2 =twos mom m c ..... .........wommmmmmmmmmmmmmmmmmmMMMMMMMME ................................................... ................................................... MMMMMMMMMMMMMMMMMEMMUmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo .....................o.............................. ...............o....o.............................. OMMMMMMMMMMMMMMUMEMMUOMMMUMMMMMMMMMMMMMMMMMMMMMMMME mmmmmmmmmmmmmmummommuommmummmmmmmmmmmmmmmmmMMMMMMME ..............oo.o..ooo..o.........................mmmmmmmmmmmmmmoommmmuoommummmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmumommmuoommuommmmmmmmmmmmmmmmmmmmmm .. .............00000000000.00........................ .............00000000000.00........................ .......o.o...00000000000000 ........................ M INNItIMINIMINIMMININ OWN -------------------------- - -- CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form N ' o Real Street. EI Camino Location: First St -Main St No. 20 Time: 9:43am - 10.13am Field Review By: RSM Checked By: Josh McDonald A: PREVAILING SPEED DATA Location of Survey S/O First Date of Radar Sample 4/2/2004 85th Percentile (mph) 27 10 mph Pace (mph) 20 to 29 Percent in Pace 85 Posted Limit (mph) 25 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM12.10 Cpr TRAFFIC FACTORS Average Dail Traffic y 51225 Lane Configuration 2 lanes total -double yellow line Traffic Controls Signal at First, Main, Stop at Second, Third Crosswalks At First, Second, Main, Third Pedestrian/Bicycles Yes/No Truck Traffic None Parking On -Street P g Partial 2 hr parking 9am-6pm;parallel & angled parking Other (Specify) Areas of green curb D ROADWAY FACTORS .........:::.:..:.:.:..................... Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium [EBu-1,ADJACENT LAND:USESsiness RECOMMENDED SPEED LIMIT 25 MPH N �U r R� t<i- tytw.,R 41 '% .AT1 / F' c S Rt7A� FApalm Iii" - Al 30 rIQTEIF pVQ Ti 1gae�vATlorrB IE4i� ►�►1'i0r1� OA'iA t,� : 4L1 y" b : ; SP!$7A& T�SHRM BL.CQOIK'� It ■i■1■i■i■ ■1■ MISINNINIS1■1■1111' I.. 1 10■1■ ■I1.1■ NI at al min ■ISINI■1■ ■CEamim ■t■ ■1■1■ mi of MINI monist ■1■I■ 11 ■ ■1 ■I ■ ■1 ■ ■1 ■1 ■ U ■I ■ MINI sionistmi ■I ■ ■1■ ■1■i■ ■I■ MINIM r ■I■ ■i■1■ ■1■ ■i■1■ 1 ■i■ ■1■I■ ■1■i■1■I■ ■t■ ■ ■1■ ■I■ ■1■1■ 0110 M1■i■ ol M1 ■1■1■ ■1■ ■1■1■ ■1■ ■1■I■ ■tm/■t■I■o■1■1■I■Ia �A�lT: RE9DF3�i'ITAI_ INOUS'iRW. CSAI_ ■ ■ ■Itl■ ■1■ ■i■1■ ■I■ ■i■i■ ■t■ ��■1■ ■t■ ■ ■I■ ■O. ■1■ ■ ■ ■ ■1■ ■1■1■ ■1■ MINI■ n1■ •1■1■ ■I■ ■1■1■ tl■ ■ ■ ■ ■I■ ■1tl■ ■10 ■1■ ■�� ■ ■ 1 ■Ir ■i■1■ t1■ ■1■1■■1 ■1■1■ ■1■ mint ■ ■1■ ■ ■1■ ' ■I■1■ ■Is ■�■ ■1■ mini ■ ■I■ ■ ■1■ ■I■ 01 min Ca I ti■ mitt■ ■ ■ ■i■I■ ■1■ ■1■t■ ■!■ ■1■t• ■i■ ■1m1 �`_► ' ■tt ■t■ tl■ ■1■1■ sI■ ■1011Mani s■t■tmom! 011■ ■I■ ■I■ ■Int■ ■t■ ■I■i■ ■I■1■1III ■ ■1■ mini■ ■1■r■1■1■ �� ■I■ mill■ ■I�1�1�1■ ■!t mill■ ■i■ ■I■I■ ■1■1■1■1■ 0■1■t■ ttl■itlI ■1■11■ ■I■1■1■t■ ■■1I ■■11 ■■ ■■■1I1 ■■ Niels i■1■■ ■■s ■■1■1■ at ■■1■1■■ ■■11■■■■II■s x ■■II��iIllt1■■ ■1■ ■ I■d1l mini min ■ ■i■■I1I ia ■iltll■11 ■IttatatM ul■I■1011■ ■1■ ■1■1■1■ ■i3 MINI ■ tl■t■I■1■ mini MINI B si al mini Omani■t■I■I■ litl�l■1■ ■t■1■1■i■ ■t■1■1■l■ ■1■1■1■1■ ■1■I■1■1■ T mill■{■f■ tlll■lil■ mint 1131 mogul11N1■1■ ■1■l01■I■ •ill�l■I■ Maximo s1■im ul■I■tol■ ■Is1■Is1■ mint al■I■ tl■1■lsl■ ■t■1tl■1■ ■1■1■1■ta ■1■1n1■i■ Biel alai ■ 1181■1■1■ nt■ ■1m1■ ■1■1■t■l■ ■1■r■I■I■ ■imi ■tmaul 011■t■1■ nialmol IIIIIIIIIIIIIIIIIIIIIIIIIIII ■���������0�000000000�000��■ ■MEN�����������������������■ t CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form cnccn i IRAIT PUAKIrP Ne Street: EI Camino Real Location: Main St - Newport Ave No. 21 Field Review By: RSM Checked By: Josh McDonald Time: 2:00pm - 2:37pm A PREVAILING SPEED DATA Location of Survey N/O Sixth Date of Radar Sample 4/1/2004 85th Percentile (mph) 28 10 mph Pace (mph) 20 to 29 Percent in Pace 78 Posted Limit (mph) 25 B_ ACCIDENT HIS ORY Time Period Covered (months) 36 Speed Related Accidents 7 Speed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 2.84 C.T. RAFFIC FAC TORS Average Daily Traffic 7,503 Lane Configuration 2 lanes total -double yellow line Traffic Controls Signal at Main, 6th, Newport Crosswalks At signals Pedestrian/Bicycles Yes/None Truck Traffic No On -Street Parking 2 hr parking 9am-6pm;parallel & angled parking Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve Moderate sharp "C" curve Lateral Visibility Fair -Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Heavy E ADJACENT. LAND USES. : Business RECOMMENDED SPEED LIMIT 25 MPH cnccn i IRAIT PUAKIrP Ne ;1 -..0 1. *=UOPA• r'-=' T�,- lig '''i■ ��� ������' _��► •�� :1=�0:4!_i.+1, =L!' ' 1 ■O= all �--ff M11 staingoint NJ ol 01411111111 ■1101■ ■1■ stmt■ Mimi ■i■I■ 01Wal SIM1901■1■1■i■l'i i ■1■ mini semi ■1■t■t■ ■I■ ■i■1■ ■1■ 81■I■ ■t■ ■1■t■ ■i■ 01-04 1 i■t■ ■1■I■ ■1■1■f ■i■ ■t■ ■i■1■ M11 staingoint NJ ol 01411111111 ■1101■ ■1■ stmt■ uil of NJ Nixiet■ vial ■t■ ■ ■1 ■Ili■ MI■ NI minimal■ ■ ■1■ ■t■ a! almilim min ■ §1040104 mistalimplintolillsent so mini M mi no mini ■ ■ � ■1■ ■tilt■ ■1■ ■1011■ ■1011■1■1■ ■t■ ■ ■1■ ■i■ ■1■t■ ■1■ ■tilt■ ■1■ ■Int■ ■1■Isl■1■ ■ ■ ■I■1■ ■t■ ■ ■ ■ i ■I■ ■1■I■ ■{■ ■ nl■ ■1■ mints ■i■ ■ ■I■ ■i■ NISI■ N ■1■ ■tilt■ mt■ ■ ■i■ ■i■ mists ■Io ■Isis ■t■ ■ ■ ■ N In siololffolmominin ■1■ ■1■1■ ■i■ ■1011■ at ■t■I■ ■t■ ■i■1■ ■ ■ ■i■t■ 0111111101101101min ■I■1■ NJ ■ ■1■ Biel It minissiso al minimal Nat min ■ ■ ■ ■t■ ■I■ ■ ■ 1■ C■ ml311181040101 Mimi ■ mi mittolmi■ ■ ■ ■ ■1■ ■1■ ■ ■1■ ■t■ mist■ m1■ ■1st■ ■t■ ■1■t■ ■1■1■I■1■ 0t■1■ ■i■ E� ■t■ ■tilt■ ■i■ mist■ ■imtml■I■ ml■ ■1st■ ■I Mt■ ■ ■ 61 s1■ minim ■tilt■ ■l■ ■1■ ■1st■ ■1■ mini ■ ■iatminim • ■t■ minim Riminimi■ ■t■1■iniM ■i■ MimiMiami ■I■1■1■ 111111111 Is ■1■ 11111111110120101■1■I■ owe-� ■I■ -at iltMINI mini Elm t mtmlminl■ ■I■ stmt■ ■I■IaIMt■ ■1 ■1■I■I■ ■I■ ■Isis � ■t■Imt■1■ ■Int■1■I■ ■1011■tilt■ ■1■t■t■t■ ■1■1■1■I■ ■to ■tilt■ ■tatmistm■I■t■t■1■ ■t■tml■t■ ■1■IN1■i■ C minimills 111111111111101101■t■1■tm1■ ■1■1■1■tm ■t■t■t■1■ T ■1■I■1■t■ ■1■t■1011■ ■1■1■1■t■ ■1■t■1Ot■ ■I■1■1■1■ violinists m1■1■t■t■ MINININ1011111■1■1■I■ 014 ■{■tet■{■ ■til■t■I■ ■t■t■1■1■ ■Istmt■I■ ■I■lolmt■ � r � ■►■Iml■I■ ■1■Iml■t■ ■t■lslmt■ ■t■telm{■ ■1■oSIMt■ • ■{mimt■{■ ■t■111010■1■1■i■I■ al so RINI soloist■I■I■ 1 wm.wwwn-Q� ,► ■� s�.�.t ■ ■t ■� ■1 01 ■ ■1 ■1 u1 almost of Mimi ■ ■I Ell ■i t1 ■ ' IMMMMMMMMMMMMMMMMMMMMMMMMMMME immmmmmmmmmmmmmmmmmmmmmmmmmmo lmmmmmmmmmmmmmmmmmummmmmmmmmo im m m m m m m m m m m m m© m m m u m m m m m m m m m o im m m m m m m m m m m m m© m m m u m m m m m m m m m o; lmmmmmmmmmmmmm©mmm©mmmmmmmmmo IMMmMMMMMMMMMM©MMM©©MMM©MMMME im m m m m m m m m m m m m© m m© ©© © M M© M M M M E IMMMMMMMMOM©MM©M©©©©©M©©MMMME IMMMMMMMMM©©MM©0©©©©©©©©©MMME IMMMMMMMM©©©©©©E3©©MMMMMF3MMMMO Immm mmmm mm mm mmm mm mmm m m m m mmmm o CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: EI Camino Real Location: Newport Ave - Red Hill Ave No. 22 Field Review By: RSM Checked By: Josh McDonald Time: 11:14am - 11:52arr A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/17/2004 85th Percentile (mph) 43 10 mph Pace (mph) 35 to 44 Percent in Pace 73 Posted Limit (mph) 35 B.ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 33 Speed Related Accident Rate Annual (Acc/year) 11.00 Accidents/MVM 5.14 C, :.TRAFF.IC FACTORS : Average Daily Traffic 111488 Lane Configuration 4 lanes total -painted median Traffic Controls Signal Newport, Red Hill, Orange Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bus stop D: ROADWAY FACTORS Length of Segment (Miles) 0.51 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal E ADJACENT LAND USES Commercial/Freeway parallel (EB); Tustin High School, residental.:(WB) RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No 111111111110 ■■ ■■■ ■■ ■■■ • minim ■ Olson ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ Blooms ■■ ■■■ ■■ ■■■ son ■ Ennis ■■ ■ ■■ -� ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■• 0151 Elmoots■■ Enjoin ■• ■■■ 0010(n, ■■ ■■■ minims ■■ Its ■■ ■■■ ■■ ■mimesis ■■■ mission ■■ ■■■ ■■ ■■■ ■■ 111116011 ■■I■ ■■ ■■■ Q ■■ Elm NAME ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ E ■■ ■■sells §10181 Ig■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■■■■ ■■■■■■■■■■ Mtn Elm 0 ■■■ ■■ ■■■ ■■ ■■■ ■minim■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■• ■■■ ■■ ■■r ■■ ■■■ ■■ ■■■ ■■■ Minimize mint slol NNIIIIIIIIIIIII■l■ ■■ ■■i■ ■■■ ■■ ■■■ ■■ ■■■ ■■ In ■■ ■■ ■■■ 11 ■■■ ■■ ■■■ ■■ ■■■ 0151111100 ■■ ■■■ 3 III ■1111010101111111 ■11111101140,11110 ■■ I■ ■■ ■■■ iii ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 3 �E�1 ZO "--Moor SPNE SURVEY _ ,e y�.• a 0( nON S� : N� � c �-� - A)Q WEATHER CLOUDY PARTLY CLOUDY HOMY CLOUDY POG RAIN . , .s. 61-u ti RWI w , 10 OR OTHER (EXPLAIN !F OTi�Ei� (RECTIONi�Gis W8 - 18 iVAT10H POINT � � ..0 6 ; U � — 44;-< In 5 r. l c�y 1 ROAD' CON0 C1f+ FAIR POOR 011 ED SPEC 11>Wir __MPH ..d ALSO NO TSI PARKS, ON4TREET PARKING. HEAVILY USES ORWY& W OF 08SERVATIONS �2% 1 / �p _ - PECIESiMANS LOW INDIUM HIGii BE OF OBSERVATIONS: DATA COLLECMCN Z O13SiRUC KW AFFECTING SPEM A& TREES. SHRUBS BL+OMINC VISANUTY, HILLS. CURVES TRAVEL TO SrrE I a ; N ROADWAY SEGMENT LENGTH I Af MILES -GUENrLENGTH• ETC. (STN uMr9 TOTAL NUMBER OF LANES (THIS DIRECTION) Zoe :OMMENTS -fir ,) (OPPOSITE DIREC'TiON) _ V TOTAL BOTH DIRECTIONS W STREET WIDTH CURB.TO CURB (Fr) MOM DATA COLL.FCTION J D OEVELOPEUENTzRESM INDUSTRIAL COMMERCIAL � ;CT10N � :DIRECTION ��'.-=�-- , COMBINED TOTAL.. rfAL TOTAL� M QII QQQ QO QQOas OOQ as QOQ [2Q Q0Q Q 131312 as 1301 as 1301 QQ 13012 as OaQ i. 21 Ca QQQ 00 OOa QII QQQ. 120 13011 CO QQQ 22 00 QQQ OCl OIIQ. 1212121112 1312131112 OQ QQQ. 0131313 1313131212 01313aa. QQ QC11Q 01213121 a QQQ QII QQQ 1112121312 [2[2[2[212' 131311011 - 23 012131212 00 aaa 0013011001112012131111 11 24 QQ 131212 as 121311 as 13011 Oa aarx as aaQ 011300- 00000 [10 12120 1312111211 13011011 [21712 1312121211 Q1212aE Oa Qa11 25 aII 1311 130` Qa11 130 13 as OaQ 0131 � 1113111 as 01211 [20`0011 (30121211 130`12= - .a0` = 26 012 0131a 0[2Oaiz 00131311 012131311 00131311 130 0E 013100 00000 0131213C 13131313E 4 zr 1113 aaa 121200a 01101211 1:1201311 0012011.01213012 [2011 00aaa a[2[2s 01211 001212E - o 28 (2121312 13 0012012 00000 0001211 131200E . a aaa: QIIIOOQ as 13011 as 013E as 130E _ - 29 512121311 1312001 120121211 12121111E MOM 9130E OII [21211 [20 12120. 131212012 0101201 313 as aaQ 00 13121 01201311 as aaQ aO.OQQ 119131311 as OaII . 1311121212 13130131: 0013011 _ .= 31 §a e�aa as aaa. 1111131211 1312131311 00 C0Q 3Z 1113 (31312as Qa12 00131311 as aaQ as a01s E aaa. 00 aaa. OC 0012 00000 1212121211 m aWit CO aaa. as Oaa 00121312 1300121 { 33 11a aaa Qa13CQ CQaOE 130 aaQ 1200 [1 34- "BEE RJR 001 1312120EJ as aaQ IM13120: } IFERE cocoa cocoa cocoa 000011 COQ 01212QQ 1212121212' [212 121212 1312121212 35 §a MsM- N0 QQQ 01213121:1 00 aaQ 1317QaQ 36 111111111119 1111111Q11 (30121M 111300G. (30 01112 � � � �� X00 QO aaQ 00 aaa. OQ aaQ. folios 11111@1312 Dacca 130 aaa Cauca. 37' §g ■mff 112 aai3 1112131311. 130 [20[1 130 120 - 38 §12131311 130 aaQ 00.12131 ; aII aaa aII aaQ 91EBa. 000013 12001311 121213120 1213121213: g 39 �� ��� ���iz 13131313E 130 aaa as Oaa. a�� a� a�0 00 aaQ Oa aaa [2012011* 40 IN 0111; 519551 00 aaQ as aaQ s 41 ®�� Ra ESR 80111212. 00 00 130 aaQ � ���. �� e�QO as aaa 010013)1 1212121111 cocoa a0 aaa. 000012 130 aaQ 011 [312 3 42 �� �12Q oa 13II12 1111121112 130130E 130 aaQ = ME -MEN wr aaa as aaa 00000 130 aaa 11 OaaaQ. QOaaQ 130aaa 43' ■a ®af 61300: ��� 130 aaa Ca aaa 0001112 12121212 44- Ila ®at=1112 aaQ as 130E 120,12011 130 131212 - IlEffit cacao. 00 aaa. 01201312. 1212111211 q- 45 �a ®atI QII Q0Q 00 131211 1112 aaQ 120 aaQ E00 121200 [2a aaQ. 1112131212 00131313. 012E 0 46 (30 [3[3[1 00 aaQ 130 [3011 00121211- 1111121311 PR11011 00 aaQ 00121311 1212121311 00 01113. 47' 50131312 0,13aaQ 130131211 an 00EL aII aaQ W121311 1212000. Oa aaQ (20 01211 121201211 48. §[2[2[3[1* [10 13011 0012131a (31213110. 00 012!1 .4 E[2131312.1312121211 131112011 Oa aaa. 131112[2ilaa 413* §M[3[2[L aII aaE 00,121111 aII QQQ QQQOQ. = Q 1301 OQOOQ 1212131211 130131212 00, aaQ. 111111111110 ■■ ■■■ ■■ ■■■ • minim ■ Olson ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ Blooms ■■ ■■■ ■■ ■■■ son ■ Ennis ■■ ■ ■■ -� ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■• 0151 Elmoots■■ Enjoin ■• ■■■ 0010(n, ■■ ■■■ minims ■■ Its ■■ ■■■ ■■ ■mimesis ■■■ mission ■■ ■■■ ■■ ■■■ ■■ 111116011 ■■I■ ■■ ■■■ Q ■■ Elm NAME ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ E ■■ ■■sells §10181 Ig■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■■■■ ■■■■■■■■■■ Mtn Elm 0 ■■■ ■■ ■■■ ■■ ■■■ ■minim■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■• ■■■ ■■ ■■r ■■ ■■■ ■■ ■■■ ■■■ Minimize mint slol NNIIIIIIIIIIIII■l■ ■■ ■■i■ ■■■ ■■ ■■■ ■■ ■■■ ■■ In ■■ ■■ ■■■ 11 ■■■ ■■ ■■■ ■■ ■■■ 0151111100 ■■ ■■■ 3 III ■1111010101111111 ■11111101140,11110 ■■ I■ ■■ ■■■ iii ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 3 NOME MOMEMMM NONE wommoom mo©m■■mom■o■m■mommommoomNOME m m©mmomo m mommo mmo m WON w om m o m■ I© M M M M M M M M M M M M M M M M M M M M N O W O M M E I©0M©M©0MMMMMOMMONOMMONOMMOMN (©M©©M©©©MMMMMMMMMMMMMMMMMMMM CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form E. ADJACENT LAN D USES Freeway parallel tEB); commercial, residential (fronting 7non-fronting) RECOMMENDED SPEED LIMIT 35 MPH -Qpppn i IMIT CNANGF No Street: EI Camino Real Location: Red Hill Ave - Browning Ave No. 23 Field Review By: RSM Checked By: Josh McDonald Time: 11:14am-11:52arr A: PREVAILING SPEED DATA Location of Survey, N/O Tustin East Dr. Date of Radar Sample 4/2/2004 85th Percentile (mph) 43 10 mph Pace (mph) 34 to 43 Percent in Pace 70 Posted Limit (mph) 35 B ACCIDENT HIS 10 Time Period Covered (months) 36 Speed Related Accidents 8 Speed Related Accident Rate Annual (Acc/year) 2.67 Accidents/MVM 1.64 ,... C. TRAFFIC FA CTORS . . . ............ Average Daily Traffic 8,900 Lane Configuration 2 lanes total -double yellow Traffic Controls Signal Red Hill; Stop Browning Crosswalks At Red Hill Pedestrian/Bicycles Yes/No Truck Traffic Few On -Street Parking No stopping anytime Other (Specify) ACTORSIn.", DWAYIs. D ROAF Length of Segment (Miles) 0.50 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Few Street Lighting Yes Driveway Density Nominal E. ADJACENT LAN D USES Freeway parallel tEB); commercial, residential (fronting 7non-fronting) RECOMMENDED SPEED LIMIT 35 MPH -Qpppn i IMIT CNANGF No w a ■1■1■i■1■w L!■1■ ■t■ ■tat■ ■1■ ■i■1meal NJ ■ ■t■ • .t'I �. e ■ ■■i■ ■■■ ■ '� ;-' .-�; .l-. ®t 1111■ ■t■ ■ ■t■ ■1■ ■ ■ ■ Pi ®■101 ■1 01 ■1 alai■ ■i■ ■ ■ t til■ mi■1■ ■1 ■1 ■ ■ ■1■i■ ■l■ ■ ■ ".� ;' . lc U ■ ■1■ ■ ■ m1anoints; ■ ■ '...:I 1' ■!■■ ■I■■ ■ ■m ■■ ■■■ ■11I 11■ ■111Menlo ■ ■1■ ■ ■ ■1■ ■ ■ ■1■i■ E' ' '■t !1■ ■IMI■ ■1■ al■1■ ■ ■ 0101 m ■I■ MIN t■ ' ■t■ ■ ml ■I■ 1111■ ■I■ ■ ■t■ ■1■ MINI ■ (� .1 1115 11010 MI■ ■I■1■ ■ ■i■ mimesis ■ ■I■ all ■ ■1■ 1i■ -11MISIBRIN 1111■ ■1■ ■ ■1■ ■i■ ■ ■I■ ol■ 1111 1t■ ■!■!■ ■I■1■i■1■ ■1■ ■I■1■ ■1■r■ ■ ■ ui I■ miloselintallum ■1 1111■ MININ minigninisimin, ■1■ ■111■ ■i■ ■■I■■t1■dt!■■lI■■ ■■tI■■ ■■111■■tio'100'11111111111 ■1 ■I 11111■05 1l■ mint■ ■■ ■!■t■ ■ ■Mimaai■■ 1■1I1■ 1t■■311t3e1t■■ ■■Ii■3 v■51■1■ 1■■i1■■1i■■ OlM1 mini MIGNI■t■1 n r mini ■1■i■ S1211 11 mingimmintsi■ ul alai al Miamio1■tMia L �• ■131■1313 ■1■ ■1■t■ ■t■151■t■ml■t■t■1■ ministalmlo,. T mini al01■ ■131 1151■ ■I■tai■in■1■t01■t■ mistaininig'�w, ■Iltllnl■ ■i■11l■I■ ■1■1■101■!1!1111■f■ ■lfl■1■i■ L mini ata ■t31■i■I■ ■t■1■i■1allot ■1■1■1■ ■isi■1■f■ E r ■1■I313i■ ■1n1mini■■t■Ini■i■ ■1■t■t■t■ ■fst■1■t■ ; • Nismini-siGginisinin u■111■1■ at■t■Imis ■1■t■1■1■ i 1st3!■1■12in ■i■1 ■1■1 ■■l alai ■1■■t ■1 ■I■1■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: EI Camino Real Location: Browning Ave - Tustin Ranch Rd No. 24 Field Review By: RSM Checked By: Josh McDonald Time: 10:15am - 11:18arr A PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 4/5/2004 85th Percentile (mph) 38 10 mph Pace (mph) 30 to 39 Percent in Pace 79 Posted Limit (mph) 35 B: ACCIDENT HISTORY-':,. Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 0.79 C. TRAFFIC FA CTO RS Average Daily Traffic 71660 Lane Configuration 4 lanes total -painted median Traffic Controls Signal Tustin Ranch; Stop Browning, Park Ctr Crosswalks At Park Ctr, Tustin Ranch Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Painted median D� 'R4ADWAY:FACTO RS Length of Segment (Miles) 0.45 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway DensityLight E. ADJACENT. LAND USES - - Condo communities, EI Camino Park RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No :f _. s QW -11b . ;tt'' =: ISO = ■1■ ■t ml■ ■I■ ■!■t■ ■1■i■t■1■ ■I■1■i■I■ ■t■i■1■1■ ' I I[.: ■1■It ■l■ ■I■1■ miss ■1■1■ ■1■ /1■i■ ■1■ ■1■t■ �■ mitt■ ■{■ ■{■{■ ■1■ ■1■i■ ■i■1■1■I■ ■l■ slots E11c` 'It 1� ■1■ ■I■1■ ■1 ■{■I■ ■I■ ■I■I■ ■ ■ ■1■I■ r.if.' ■{111■ ■1■ ■iml■ ■l■ ■1■1■ ■1■ ml■1■ ■t■ ■1■1■ ,'1� _ 'c Ic ■t■ ■1■1■ ■1 ■t■I■ ■l■ ■I■I■ ■1■ ■ ■1■ ' :1[. t 1►_1' :.1^ Etr1►,t__'11 r IMC- F la c:171t�- ■t■1■ ■ ■ ■1■1■ ■1■ ■I■1■ ,It•. :: "1■1■ ■1■ ■ ■1■ ■ ■ ■1■1■ •;t;' [ 1`'tf �-1�.' r [�-gar 1r PA at 111115miall mint■ oll all wising tslc :.I__';:. [..Is E=1► �1■ ■ ■ ■ ■1mismisimiffmin miming u: c'le t?IC'1f ► � ,ti•: �. t, ■ ■1■ ■ ■1■ ■1■ ■!■1■ ■ ■ ■!■1 �� [ r lEl:: ���■ mini■ ■1■ ■1■ ■ ■1■ ■!■1■ ■ ■ ■i■ ■1 c : [,1[. ■I■I■ ■1 ■I■!■ ■t■ ■I■ ■ ■1■ ■i■1■ ■1■ ■I■I■1 �• E.li IIIc_ ■t■ ■ ■i■ ■t■ ■ ■1■ at ■ ■I■ ■1■ ■1■ ■I I,It? :1m1■ ■1■ ■1■1■ ■1 ■ ■1■ ■1■ ■It ■ ■1■ ■1■ ■l [� ■Iml■ ■1■ ■I■1■ ■1■1■ ■1■ ■ ■ ■1■1■ ■i■ ■ ■ ■1■m1■{■ ■1■■ ■ ■!■■■■ ■■■■1■ ■1■■■■ :.I[ ■iml■ ■1■ ■ ■ ■ ■1■ Etas ■ ■ ■i■ ■ ■1■ ■ ■ ■ ■1■ ml■{■ mini minimillsinjull■1■ ■ ■ ■i■1■ ■ ■ ■1■1■ ■1■ ■i■1■ ■1■ ■Im s mosseimensul ■1■1■■ ■ ■ ::�■ ■iml■ ■t■ ■1■ ■1■ mitt■ ■i■ ■1 ■I■■ ■ ■ ■i■ ■1■1■ ■1■ mitt■ ■1■ ■ ■1■ ■ ■ ■1■1■■ ■ ■11 ■1■ ■1.1■ Maintain ■1■ ■I■1■ ■I■ ■1■1,ton I ■1■ mitt■ ■I■ ■1■1■ ■l■intm ■ ■1■ ■I■1■ ■1■1oil '' ■I■ mitt■ ■Imi■1■t■ ■I■ ■1stmanias ■t■1■ 01Boni oil MINI-vim■1■I■ ■1■1■ ■t■1■1■1man! N0I■1■■ ■ ■1■Il NAN Y ml■Iml■1■ ■t■ ■1■t■ ■1■ mitt■ ■i■ ■i■i■ ■1■it ■1 x ■lnlmtmf■ ■t■ ■1■i■ ■t■IQ1■ts ■I■ mini ■ st at ■1■1 mini mt■1■ ntainint soloist■i■im ul at at at sidul■tml■i mini mi■1■ nistol at sidal■t■1■1■ ■1■1■1■lm ■1■1■I■I mini mlmtm ml■ ■1■I■ ■1■1■1■t■ ■t■1■t■to ■t■1■t■ T mini &Imi■ ■lntminim mietaininglatmini■t■ m1■i■1■ ■Imimi■I■ ■I■t■i■I■ ■I■1■1-MIMMININt■1■1■ ■1■1■1■ list ml■1■ ml■1 alsinstatut■i■1■ ■t■1■111■ ■I■tain mini t11■i■ ■t■t■I■t■ ■i■i■1■I■ ■1■i■I■f■ ■1■Qalt • ■Imlml■1■ ■i■i■isl■ ■t■Imi■1■ ■t■1■1■1s ■1■1■1l ����������� ���� tit■ IIIIIIIIIIIIIIIIIIIIIIIIIIII mmmmmmmmmmummmmmmmmmmmmmmmmo mmmummmummummmmmmmmmmMMMMMME mmmummmummummmmmmmmmmmmmmmmo mmmummmummummmmmmmmmmmmmmmmo mmmummmummommmmmmmmmmMMMMMME momommummoommmommmmmmmmmmmmo mommommummummmmmmmmmmMMMMMME mommommummommmmmmmmmmmmmmmmm mommommommommmmmmmmmmmmmmmmm mommommummommmmmmmmmmMMMMMME 00000000000mmmmmmmmmmmmmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: EI Camino Real Location: Tustin Ranch Rd - Myford Rd No. 25 Field Review By: RSM Checked By: Josh McDonald Time: 2:05pm - 2:26pm A PREVAILING SPEED DATA Location of Survey E/O Tustin Ranch Road SPFFtn LIMIT CHANGE No Date of Radar Sample 4/2/2004 85th Percentile (mph) 40 10 mph Pace (mph) 30 to 39 Percent in Pace 69 Posted Limit (mph) 35 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 1.00 FFIC FACTORS . TRA_ IC CFF Daily Traffic 141676 Lane Configuration 4 lanes total -painted median Traffic Controls Signal Tustin Ranch, Myford Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) D. ; ROA DWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density imedium E ADJACENT LAND USES Tustin Auto Cen#er, Commercial RECOMMENDED SPEED LIMIT 35 MPH SPFFtn LIMIT CHANGE No Lei! 1 -8b a L ••: �.• _ �w� 'Lt� _��'.+ �'i flit -,Ale ■t■r■I■1■ ■i■111■1■� ; i f': ':R I' _, r7 '. ►r• .1■ ■i■ MINI 1. ■1■ mini ■ ■I■ ■tin!'W� ri ' �1:. �' l;` •1_ : ;: , ■t■ ■131■ ■ ■ MINI noel ■ 31 i ism ■ iIn ■1■i■ ■ ■ ■1■ ■1 j: ; . !:.. ;■t■ ■ ■ ■I■ ■1■t■ ■I■ MINIM •,r .r �f,. -t . ■I■I■ t ■t■ ■ ■1■ ■1■ ■1■1■ ; . r• r 1 t' �. ■1■ ■ ■t■ ■t■ ■ ■1■ ■i■ 1111 MIN + •'' ■ ■1■t■ ■I■ ■1■I■ ■I■ NI NJ Miami■ ■1013 list ■ ■t■ III ■t■ al SCSI ■I■ ■ ■ ■I■t■ ■1■ ■t ■ r ,■ ■ ■ ■ 3t■ ■ ■ ■i■ 3131■ ■ ■ ■ ■t■ ■1■ ■131■ , '�:. ii■1■ 31■ ■ ■ ■1■ MINIM ■tQ ■ ■1■ ■1■ ■ ■ ■ 1■ ■13 ■ 31■ 3131■ ■1■ ■ ■I■ ■Iso mialsoffulsool■1■ IN ■ ■1■ ■1■ 3111■ ■1 MINI seal MINI was I■ ■ ■i■ ■ slelainalml 10MINARIMIMINI meal ■ NJ al MIKEIRO ■1min m1■ ■ ■ ■ ■1■ 3131■ MINI MININGRINI mislulasiol at ■I■ ' 313 mist■ 31■ ■t■I■ Mimi siminissiol mIMIm4AI ■1■ ■t■ Bill 1131■ ■1■ ■1m1■ ■I■�■!■i■ ■1■ ■t■1 ■1■ MINIM ■ It wisioni01■ minigiolwm!ml Nigel noel MI N ■I■ ■t■t■ ■t■ misimissim MINIM Iml Mimi Else! N■t■1■ ■ ■f■I■I■ tt■�■1■I■ ■1■ 01■1■ ■I■1MINI ■ ■I■ ■1■I■ ■I■1■1■1■ x ■t■i■t■!■ ■I■ 3131■ ■t■ statMiami ■1■I■IMiami oat min �. ■1311131■ ■1■t01■1■ ■t■t■1■t■ ■1■1■t■le ■Isl■1■t■ � � , r � � 1 ■lo 1121NIGNINI■I■1■ 3131■I■1■ ■I■1■1■t■ ■1■1■1■1■ • = mini mini 0 5181 at at all MINI ■I■1■ NI al at mislani■1■t■1■ T list ■131■ stal at at ME18101101■1■ Ml MINI at Saint■1■t■1■ .,, ■13131■1■ ■I■1■1■1■ ■I■13131■ ■i■t■1■1■ ■IYI■1■I■ ` -• list !1■1■ ■1■13101■ NIMINI at Nigel■1■t■1■ 01214 ■t■t■t■1■ 31013131■ ■t■ 310104101 MINI six ■l■1■1■1■ • ■1313131■ ■1013101■ ■1■131■I■ ■t■t■t■10 minininisimi r .I ■t slot . ■l.l 0101MEAMIM2 of 01 midul El o1 o1 0 10102WIN1089 vasa as 000 00 aa0 000 000 0000 immmmmmmmmmmmmmmmmmmmmmmmmmmo immmommmmmmmmmmmmmmmmmmmmmmmm lmmoommmmommmmmmmmmmmMMMMMMME ie00000000mmomommmmmmmmmmmmm■ i000000000MooMo00MMMMMOMMOMM■ i000000000000000M0MMMMMMMMMM■ i00000000000000000MMMMMOMMMM■ I00000000000F300000.........m. 1ooM©0M©©©©0M©00 00 00 0 mo m mo m o ■ IMMM©©©©©©©0ME30MOMMOMMEOMM NE IMMM©©©©©©©©M©000000000000000 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: EI Camino Real Location: Myford Rd - Jamboree Rd No. 26 Field Review By: RSM Checked By: Josh McDonald Time: 10:30am - 12:06prr A: PREVAILING SPEED DATA Location of Survey Between East & West Drive Date of Radar Sample 4/12/2004 85th Percentile (mph) 35 10 mph Pace (mph) 25 to 34 Percent in Pace 71 Posted Limit (mph) 35 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 0.83 ` C, TRAFFIC FACTORS Average Daily Traffic 141676 Lane Configuration 4 lanes total -raised median Traffic Controls Signal Myford (E) (W) Jamboree Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Few On -Street Parking No parking anytime Other (Specify) Heavy cross traffic, bus stop, raised median D. ROADWAY FACTORS Length of Segment (Miles) 0.30 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E.- ADJACENT. LAND USES Tustin Market P'tace RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No .4 w SPED ZONE SURVEY le .1 R OBSERVER: ell mwwmwm�7� 0-y C �,,'► ; .✓ d� L WEATHER: SUNNY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN :0 110N (Sr. NAME �y �'�' �'� ,� ,�,.....'� .� r .E .t ROAD SURFACE OTHER Jw I S (STN) IF OTIi f (EXPLAIN �i )IRECTION N8 S8-0rW6' } ��.�s ROAD CONDITION FAIR POOR DE jtvATION P0� T�" _ ALSO NOTE IF SCHOOLS, PARKS. ON -STREET PARKIN .HEAVILY SED ORiNYSo K. 'ED SPEED UMIR � � ` PEDESTRIANS NONE LOW MEDIUM HIGH DATE OF OBSERVATIONS • COLLECTION J ` OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS BLOC LNG VISAbIL1TY, HILLS. CURVES TIME OF OBSERVATIONS. DATA ROADWAY SEGMENT LENGTH ' 3 MILES TRAVEL TO SITE SEGMENT LENGTH, ETc: (BTN UMM TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS Now,- (OPPOSITE DIRECTION) ,`.. TOTAL BOTH DIRECTIONS STREET WIDTH CURB TO CURB (FT) Zi7 + rpt /A✓ DATA COLLECTION METHOD"'4 DEVELOPEMENT: RESIDENTIAL INDUSTRIA l ECTION TOTAL 00 009 ❑0 [112(3 00 [31313 TOTAL 20 ®0 000 �---- 21 (30 aaa 013 Q13a 00 aaa [11301313.1300013 000013 130000 01301311 [113 131313 - 22 1j0013 - �--- � � as aaa 0131300 120110[1 000013- 0013012 00 aaa [1001312 130130 00 [3130' 24 1113131312 00 131311 1313aaa. aaaa 11 as [113[1 5 25. ®11D®N - - S 26 ®® §16a� [1013130 11011012 131313013 00131311 [10013(3' 012QQa (3(3013 0 QQ aoa 2r Iffil ®®Q g 28' S© 51111 IM 11®a M9111113- [11:1(3[2[1' 111313131:1 012 aaa [30 131313 110 00 00 Qoa. " 29 511002 QQ aaa 1313.131312. 01313130 00131312 G 30 ®®a�. 7 31 E® @@I[®®0[111 ®®-[1160 1113131312 00111311. 1313131313-1313[][3[3 1311111111. 012 11110 13 -32- f§11111 _ _• -33 ®® §®a ®111®9 Q QQa ®� QQa 00 QQa 120 oaa013 00 111111, ooQ 00 111113�- 34.111 ��a 0 aaa 1313131312 . 01301313 000013 7 35. SO R®11 119000. 0001313 0 QQQ 00000 7 36' MIN®®E �� 3 37 111 M013 111-3 ©R 000 0013013 1111131312 120 01313. 1313131313 00 aaa Q 0130. 11110[313- 00 oaa a- 38 ®11®®0- 39 ® 9 01112 (30131313 00000. 1313130(3 000012 01313013. 001300 131311013 1311111312 DIRECTION �=-- TOTAL 00 009 ❑0 [112(3 00 [31313 00131313. I 1110 0120 00 000 00 000 -11100013 00000 00000 5. 110 110912 00 000 00 aoa mere [30 131311 013131311 g JEIESIEW INER121113 00000 ®111®EBBED 00000 . m Emu, ®eV e13 00 000. ®HEt IEIR aaa 00 010 11,510" MEMO 11110011 � �®� QQ QQQ QQ QQQ S 111E 5ew� 0111 13131313 C QQa 00 000 00 00[1 - M® ®110 0013011' 1311131313 6 1111W IE0 aaa z 11® 01313 120131312' 00000' 0 000 00000 -213000 1311131312 COMBINED TOTAL 00000 QQ [1aa 1313131313 00 aoa 131-313011 0001313 cc 131313* 00 000 aaaoa 00013E 00000. 01300a, 130 [3131:1 1313 [31312 Qa 13aaF 131301111. 131131311 0130013 131313012 131313013. I ■■■ ■■ ■■■ w ■■■ ■■ ■■■■■■ ....■■■■ ■■ ■■■■■■ ■■ ■■■ M 00000 : 00000 00 009 00000 00 000 00000 00000 00 000 001100 00'01313 000130 00 000 00013a 00013a aaaoa 40 00 000 00 00[a Do Doc 00 000. � oaoQ � 000a ooaaq 000ao ❑ooQQ (313131311aaaoa 000 a, 00 (3013 42000011 ooaoo ❑aaaa ❑0000 [301301313013130 [11301313ooaaa 131313 J3130130 ❑000Q 000ao 0000a � 00131313 (313131][2" °a°a000 °ao°aoa oo°aaa a0000 o°aoa o°aooa O000a 0000a 1 45 1113 Qaa ao aaa 1113131313 11131313111* QQ Qaa 46 [10 000'.0001313 [1[3[3[1[:1. 0001311 0a 0013 47' Qa 000 *013111312 130131311 00 Qaa. 1313131213 48 13013131 [10 01313 121313130:. (3000[l (313 111311 49 [11301311 [30131311 01313130 130.13012 131201311. 50. (313131311 000011. 013131311 [1[3'[3[30. 00131312. 51 Qa 13012 01300132. 00-01112 00.[131 :130 aaa 52 Qa 0/312011000 131313111: 01313012 131301313. 53 1313131313' 00 000 013131312 013131311 1313QQa M.'130130(3 001313Q. 000130 aaaoa 01313131:. 5r [31313130: 131313011 1313131312- 13111313a [3(3131311 0000a GOM [11313131:1 as a0Q 13130011, 57' 0013130 0000a. 01313011 01313012 011131212 58 [][l[][3[:[ (3a 013111 [11313110: [3[3aaa: Qaaaa: 59- [313.3011 0/300013110/311 as 000 [0131311 a an malmlol 001010 animist on son ININININ soloing solliml sonso Miami IN minis a 0 gimlet i ti -I III vision mining loon moloins son 451 ONES 11011 on on ilm 3 min goals - - we aging No 01MINNEIN min on min It@ 0101min min NINE on Evil an son 00111215 so so on 11110 on miss sollism 0 m on oil I I at a at sin 1110811 sells 0 � c0 c0 w w w v v M W ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■©■■■■■■■■■■■■■■■■■ .■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©■©■■©■■■■M■M■■■■■ ,M■i■■■■■■■■■■■■■■■■i■■■■■■■■■■■M■■■©■©■©©■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©©■■©©©■©©■■■■■im■■■■m■ ■■i■■■i■i■■i■m■■■■■■■■■i■■■■■i■■■■■©©■©©©©■©©mmmm■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■©■■■©©■©©©©■©©©©■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■©■©■©©©©©©©mmumo■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■©©©©©©©©©©©©©©©©■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■m■m■■■■■■■■i■■■■■■m■■■■■■■■■mmmmm■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ MMEM■ Mmmm■■■■■■■■■m■■©■m■■■■■■■■■■■■ -■■■■■i■■■■■■■■■■■■■■■■■■■■■i■■■■im■■©■■©■■■■■■■■M■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©■■©■m■■■■■■■■■■■■ .■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©©■©■©©©■■■■■■■■i■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©©■©■©©©■■■■■■■M■■ ■■m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■©©©©©©©©■■M■■■■■■■ ■M■■■■■■■■■■■■■■■■■■■■■■■■■■■m©■■©©©©©©©©■■■■■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627). Field Review Form Street: First Street Location: Tustin Ave -EI Camino Real No. 27 Field Review By: RSM Checked By: Josh McDonald Time: 12:15pm-1:01pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/10/2004 85th Percentile (mph) 39 10 mph Pace (mph) 30 to 39 Percent in Pace 72 Posted Limit (mph) 30 B ACCIDENT HISTORY:_ Time Period Covered (months) 36 Speed Related Accidents 37 Speed Related Accident Rate Annual (Acc/year) 12.33 Accidents/MVM13.48 oR C TRAF FIC ACTOn,*-,p Average Daily Traffic 171958 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Yorba, EI Camino, Pacific, Tustin Ave. Crosswalks At Signals Pedestrian/Bicycles YesNes Truck Traffic Yes On -Street Parking Yes Other (Specify) School crossing at B Street, bus stop D: ROADWAY FACTORS Length of Segment (Miles) 0.54 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Heavy • USES E . ADJACENT LAN D Commercial, business, park, school zone RECOMMENDED SPEED LIMIT 35 MPH r7_ SPEC ZONE SURVEY 1( '� A! OBSERVER~ mmmmm� QTY • WEATHERNA� �ZLOUDY PARTLY CLOUDY MOSTLY CLOUDY POG RAIN .LOCATION (S7. IL') 1`- � 2 s �` M E C.4 44 ; .,u a 2 g:41 ROAD SURFACE DRY'OR OTHER DIRECTION N8 S8 � Lz? ROAO CONOITIONC(i FAIR POOR __ (EXPLAIN IF OTHER) DDSERVATiON POINT' fT ALSO NOTE IF SCHOOLS. PARKS. ON -STREET PARKING, HEAVILY USED DRWYS, POSTED SPEED OI NT' DATE_ OF OBSERVATIONS Z PEDESTRIANSr,DIONEL0W MEDIUM HIGH TIME OF OBSERVATIONS: DATA COLLECTION 12 OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS BLOCKING VISABIUTY, HILLS, CURVES _ <,y ,� TRAVEL. TO SITE 3 � � -J ROADWAY SEGMENT LENGTH MILES' SEGMENT LENGTH, ETC. Z A-4 : IV (BTN LIMITS) -� TOTAL NUMBER OF LANES ) COMMENTS Z� /u g7- n TA --f/ (OPPOSITE. DIRECTION) TOTAL BOTH DIRECTIONS JI F 7 - STREET WIDTH CURB TO CURB (FT) DATA COLLECTION METHOD. DEVE.OPEMENT: RESIDENTIAL INDUSTRIAL CE . DIRECTION -'�•• 130131311 1301300' 0001311 TOTAL 20 000013 �.�._.,. 013000 00 000 0000a 21 00 000 00-0012 000013. QQ Qa[1 QQ QQQ 22 1313111312 0001313 [30 01313 1313000 13131300 23 EO aaa oa aaa ❑a QQa 01301311 013131313 24 [3[113[3[l ❑o aaa [20 0131:1 131313131:1 [113 131312 6 25 0Q131313' 130131311 1301300' 0001311 1113 OU 26 §0[1[3[a QQ Qaa 000011 [31313131:1 0013130 2T 013131113 013131311 13(3 aaa. 111:1111311 01311130 2 28 10 0013 0130013 [10 [3[1[1 131301313- 011131311 7 29' M513013 [313 131313 QQ aaa (31101311 1113131313 0 30 ®JEJ�®ff ER®E OaaaO. 1311131312 131313130 8 31 §N®® jj EE 5013. [1 13 aaa 1313111313' 1111111113 32 ®M®E(I ®18105 ®0 aaa (30131313 01313013 ,0 33 ®5EEIJ 111111[ [10 0011 (3[101313 110 11111:1 34- ®11111. ®ff a®f E00013 1313111311. (30111113 35 W0119. 5151311 01201312 as [3013* 13130131. 36 E®®ES 191313(313 13[1aaa 00001:1 1111131113 37' 01110% 19013013 (31301313 1313131312 111313(30 38' ®Q®®* ®13 aaa 1313 Qaa. 131:1111313 000013 39 JIM[3[3[1 [1[1[3[312. 012000 [1[2131:11:1 1:11313110, 40 11-E1ff Ea 0013. 130131312 0013013 1113131313 41 QQ QQa 1311131312 131312011 1313131311 13- 42' ®■ ® Oa 1313 QQQ 1313 (3130 [30 000 131311 a 43 Oo 130(3 0013130 1313 Qa11 as aaa 013111113 0 44 OQ aaa [1Q QQa [30 0120 [30 000. QQ 130[1 45 ■12111113 1313000 QQ 131311 1112131311 0[1 0210 a 46 QQ aaa 011 aaa QQ QQa 00130[1 0000 a 47' 00 aaa as 0130 [20 0012 013a0a 131311011 .48'. §0[]0(3 000(313 [1[3[1[30. 0130021 QaaQa 49' 001300 0013013. 13111113[1 [31:113131:1 (3[3.0011. 50 1313 01311 [10 01312 [20 131313 131101322 QQ 0011 51 012130E 00131312 0013011 0001312 1312131312 52' 01301311. [11313131:1 1311(3(313 00 Qaa_ 13130 0 - 53 00 QQQ 013 1313[§ 130.(31321 0(311130. 1313111313." 54-1311.131111 [3[a[31211 [1O 0[1Q . QaaQQ 0013111L 55 0000[l 0013(313 Oa 13[32z 132] [1212x. [121131321 56- 00131321 00 [3132r 13130021 13[11313[1 110 1313 5T 13121301100 0021 a21.13132z [3[113[3[ [2013131 58: (3[1 1313211313.131321 130001113130021131301321 51- 0110011 [1aQa210013[321 0002121 aa21021 .3�'� DIRECTION TOTAL =-= a aaa as 13(3(3 (3a aaa OQ 130(3 as aaa Q 0aQ 00 000 013 (31313. 1313131312 1313131312 00000 0001313 01313013 1300130 00131312 3 013013 00 0013 1113 111313 [30 [302 130131311. 1313131212 [3110131. 130 131313* (3121300 00 aaa z aaa QQ 130(3 013 (313(3 1313 Qaa as OQQ �M OOG 00 000 00 000 00131117 130131313. �- 1111QQa 1313111311. 111313013- 13013[3[1 QQ 130(3 NN IES® ME 00000000 00131311 Qo 131311 . S S®a 1313 aaa- 120131311 130 QQQ 1313131311 r z SEMEN mooQ3 0000a 00 000 00 0013 7 AINS111. NlEQE]a3 0001313- as 13130 1313131311 �• ��� 5"®a m0 (3130 00 000 000011 EN* 10000 00000 00000 00000 ESSER ®0 (3130 00000 0000a 13a00102 MISSION wa 0aa 00 000 00 000 aoa00 11l: 011@W 013131113 QQ QQQ 1313131313 ugsfff M0000 00000- 013131313 1313131313 7 1®1 IMS000 1313131313 13011130 1313111312 sPRE-ams. 131113012' 131311013 [313aaa 131301311 li®11. 1fOa21 11131300 0121313[l 0131*3 000 0013013 (3(3 01313 013'0013 131313011 13111313 13131301 0(3(3(313 QQ QQa 1313131312 ® ®®13 1313011 01311013 0[1 13[1[1 0013021 13000 QQ QQa 1311131312 131312011 1313131311 2. 13[111 [3013011 1311131313 [3013[121[ QQ 01313 ❑ QQa [30 0013 1313111313 1313131311 [30 131311 .0[312[1[1 (30131312 (30131313. 13013011. 011011 13,00[1. 00[3[3[3* 01101313. 1313000. QQ 00Er a a [3aQ QQ [300 1313111311. 131313121:1 QQ aaa r10131311 111313131:1 011131311 1311131311 1312 13 ti © Q aaa a[1 01312. 1313131311 as QQ13. [113013a - a 13013 (30 aaa. 0013[311 00 aaa. 131300E t } a 0013 00 0[121 013 aaa: 013 [3[317 00*130cr (3(3(3(3 [3[113[3[2. 1313 (3(3(3 1312211322 131213131 s 0[113(3 [3(3130[: 01:1131322 aa002z [30 131211 01302:. 1300021 13130[3[1 021131321 1312121311. 13121312. [111131321: 0[1131311 (321131321 1311131311 3 12121321- 13131301 000022 0001321 021131321 (32101 as Qa21 1213131311 012131321 13(3.21021 lMMmMMlMMMMMMMMMMMMMMMMMMMMMMm lMMMMMMMMMMMMMMMMMMMMMMMMMMMm lMMMMMMlQMMMwMMMMMMMMMMMMMMMMm lMMMMMMlE3MMMwMMMMMMMMMMMMMm ME 1MM0m000000000m0mmmmmmmmmmmmm' IOM00000E300000m0mmmmmmmmmmmm■ IMM00000000000E30MMMMMMMMMMMM■ 9�0000000��000000�����������■ OWN CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: First Street Location: EI Camino Real -Centennial WayNo. 28 1 Field Review By: RSM Checked By: Josh McDonald Time: 1:10pm to 2:13pm A: PREVAILING SPEED DATA ' n of SurveyEl Location Camino Real -Centennial Way Date of Radar Sample 2/10/2004 85th Percentile (mph) 37 10 mph Pace (mph) 28-37 Percent in Pace 81 Posted Limit (mph) 30 B .ACCIDENT HISTORY ......... . Time Period Covered (months) 36 Speed Related Accidents 17 Speed Related Accident Rate Annual (Acc/year) 5.67 Accidents/MVM 3.41 C: TRAFFIC FACTORS Average Daily Traffic 169261 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Prospect, Centennial, EI Camino Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes with areas of 2 -hour parking Other (Specify) Heavy cross traffic, bus stop D. ROADWAY FACTORS ...... ...... . Length of Segment (Miles) 0.28 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E, ADJACENT LAND USES Commercial, small business RECOMMENDED SPEED LIMIT 35 MPH --��.� 0 ■...� 0%1 1 w kInC VeC, 2 y0 - SPEED ZONE SURVEY c�. • �. ,� WEATHER: S�MMCI.OUDY "-AT10N PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN .0(ST. NAME) - 1•> ROAD SURF �G� t / �p OTHER it M (BTN) .� L e A �,, �• A .'� _.1- t EXPLAIN IF OTHER) ( N8 S8�$ )IkL-=ON � , .� ROAD CONDITION FAIR POOR 313SERVATION POINT ALSO NOTE IF SCHOOLS, PARKS, ONZMEET PARKING. HEAVILY USED ORWYS,. SPEED UMIIT - 2_4 � a / o �' PEDESTRIANS�W.- E'� MEDIUM HIGH � = F OBSERVATIONS DI _ 0 VISABILITY, HIS, CURVES DATA COLLECTION l : l b -- -2 1 . OBSTRUCTIONS AFFECTING SPEED AS: TREES, LL TIME OF OBS ERVATIONS: TRAVEi. TO SITE , � ROADWAY SEGMENT LENGTH MILES ,., A , •..,; SEGMENT LF.iVGTH, �• Z- TOTAL NUMBER OF LANES (THIS DIRECTION) - _ T� COMS , C ,._ MENT (OPPOSITE DIRECTION) 7- TOTAL BOTH DIRECTIONS Y - STREET WIDTH CURB TO CURB (Fr) 'y • - DATA COLLECTION METHOD -�-: DEVELOPEMENT: RESIDENTIAL INDUSTRIAL,,--M rc 2-6 -- DIRECTION: _ ECTION Z TOTAL COMBINED W 2g = TOTAL. SAL 20°° 000 as aaa 000013 as [31313 130 oaa as a 130 aaa as aaa a 000 00000' 13131313030 as 13011 130131311 a [I [10 [3[3[3[3[2[3[3[3[3[2Qa 0013000013 0013110 ..__ 2, [3[1(3[]0. Oa aaa as 22130 [3[312 130 [][30[][30;aaaaa 000[30 01300130130013 01213 [3[3[113[:l 01313130 1301][311 00000 as aa13* 000013. aaaaa 1312131311 [301313- 013013131313 1313131313 (313131311 13131313111313131311oa 23 aaa CID —' 24 as aaa 1113131311 130131313 000011 aaaaa 1301312 130 aaa 01313130. 00,00a,as aaa 25 00 °QQ 0❑aaQ 130 aaa [3[3[3[3[:[ 013OaQ = 2s a0aaa 00 aaa 130 aaa 00 aaa013000 00130 00000 Qaaaa 1313013a 131113131 00 000 0000a 013001:1 0100011' . a aaa - —�— ° aaa ❑a aaa 111313011 z 27 ®a0aa [30000 013 s aaa 1311131312 a aaa 000013 1313131312 01301313 (30131311. W_55Q 001301 1312131311 aQaaa 01313131 28 *MBER. 130 aaa. 0001313 as G [1 ®EE. SO aaa 0130012 013 aaa 00 aaa f E Q qlEf IWOOD 0001312 13130130 aa.01311 T Qa - �a 313 5111116 �®®®e 0130013 01301113 aaa s 3, ®EQ 09 aaa 1311131313 1313131313 el. 110 010 130 aaa 131313012 1313001 � IRS* as aaa as 131311013 aaa: 000131 Z MOORE- ®® 32 BE a®R ®E ENg 011111112 000011 001313(:l 00000 130 0011 ff"i ®e� naa 131313130 1313131317 13130130 E s©s: "EIl�; EIsisEO 00 aaa. 130 13131a- 33 WEED. Ea aaa 34. EIRE95 ®E ®®0 000013 13121100 00131313 E ®an: 1901D OaaaO aaaaa. 0013131 35 EE 1130 [100013 1113131313 11131111 36 ®01[30. a❑ aaa 113 13 1313 00 000 ilE®iff Effl-IES. ESI aaa as aaa 001300 ® ®Q* WE aaa as aaa as aaa 00 aaa (i ®ll - 000130 0000 3r � r��a aaaaa 113 aaa aaa 00000 m ®ER EROaa. DO 00[1 013131311 as13131 o all❑ 130131113 01313130 [301313[1 013aaa. 38 E®100 113 aaa 111111130. 00 - 39 E0 aaa 013111312 130000 1311131313 1313131312 gEEa as aaa 013 aaa_ [20[3[1[1 130 aaa. 413a: 00 0130- 00 aaa 131-1131313 y �0 aaa 130 asaaa 41 °a 001 00000, 00000 00000 013 11®x0. as aaa 1313131311 1311131312 as a13EI ®130 0013 aa 130 aaa as a00� as aoa 1 42 ®a aaa as 000 1111111312 013 0O 000110 1 43 ®NEaO 000013: 000013 00131313 00131313 f d 001311 0013013 0130aU 00131313 1313 aaa DODO as aaa 000013 010131311 00013a m 44- 01313131 1211111312' 1313131313'1313131313' as aaa 00 0D 1 M0121312 130 aaa. 013.00U. 0013130. aaaaa 45 0 013 [3012 [3a oaa aaaaa = ®° °°Q °Q °° 10 46 00 oaa 00 000 °a aaa 00 0 a aao 00000 0000[l 013 aaa. 00000. 0000. 00000 1313 oaa. 010 01311 aaaaa E0 °01 47 E®1301 00000 aaaaa 013 aaa aaaaa 000013 000012 as aaa a aaa 00 aaa 00 000 00 aaa 00 aaa 00000. 0001111 oa aaQ_ 00.a13a.130.12131 48 [3000[3* 000012 • 49' 0000[l as aaa 000012 000013. 13001311 a aaa as aaQ aaaaa. aaaaa aaaaa 00 aaa aQ aaQ 513 0000a 00000 013 aaa . 51 0131300 0130011. 130-0011 130 aaa- � a aaa aaaaa: 010131 000130 013 aaQ 0000. ❑a aaa. 0000[l01001311013 aaa 113 aaa. 52 00 aaa 00 aaa 00 0013- 00 aaa: 001300_ a aaa as aaQ as aa1 0[10[3[1as aaQ s 53. 113 000 00000- 000011 00001:1 00000' = 00.00Q 00111111 00000. 130000 001301 4 0,00[1 DODO[[ 000012 131213111 13111101154 0000 aaaaa aaaaa aaaaa 0110001. 5 a 0101311. 130 aaa:. aaaaa 1310°a 0000 110011 aaaaa: a013atr 001101 aQaa1 i 59.013aaa 01301311 000011 013 aaQ 011 aaQ 0001 001301 a0aatr 00001 aaaaa 5T oaa13Q aaaaa aaaaa 00001 aaaaa: 13130011.0110131 0131313Q aQOarr 013.001 58& Q1a[1 as aaa: 00000 oa130[i as aaQ ' ° Q013Q aaaaa 01101311 011131111 aaaal % aaaaa aaaaa 00101 aaaaa a a0aa: = OaaQ aa13aQ aOaaQ aaaaa aaaaa rif-,��ri- rlRnnf'r mmmnn nrTnnrr = 00111201 aaaaa 1311130113121131100a0a OWN ■E■ I©©F3©©©©©©©©©©©©©©©...m...... INN MMMMMMlMlM©©©NlMMMMMMM MOMMIN ON IMMMMMMMMl©M©©©M0000MOMMOMMINO■ INN MMMMlM©©M©©©MMMM NO MON MONO ON INNNNOM©©©M©©©MMMMMMMMMMMMMM■ mmmMFw-4MMMMMM ....01101NOMM■NM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street. First Street Location: Centennial Way -Newport Ave No. 29 Field Review By. RSM Checked By: Josh McDonald Time: 2:01 pm to 3:10pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date. of Radar Sample 2/10/2004 85th Percentile (mph) 38 10 mph Pace (mph) 30-39 Percent in Pace 77 Posted Limit (mph) 30 B: ACCIDENT HIS; I TORY ........... ........... . Time Period Covered (months) 36 Speed Related Accidents 14 Speed Related Accident Rate Annual (Acc/year) 4.67 Accidents/MVM 13.28 C.'. FFIC FA CTORS Average Daily Traffic 16,261 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Centennial, Newport Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking ' Yes with areas of 2 -hour parking Other (Specify) Heavy cross traffic, raised median D ROADWAY FACTORS ......... . Length of Segment (Miles) 0.24 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E ADJACENT LAND USES:.,..Larwin ' square EB Mery n's Ctr, residential (non -fronting) (V1I6) Sq ( ), y RECOMMENDED SPEED LIMIT R 35 MPH _ - SPEED ZONE SURVEY OBSERVM rf (CATION (Sr. NAME) �- WEATHER: . [xJI3Y PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN yT C .a- ,� I / c.� 11f ROAD SURFACqPMM OTHER F OTHER) RECTION NB S8 (EXPLAIN I mac - ROAD CONDITION d�� FAIR: POOR' 3SERVATION POINT '�'i 1� � � " -- � W STED S� OINr p ALSO NOTE IF SCHOOLS, PARKS, ON-STREETPARKING, HEAVILY USED DRWYS, )TE OF PEE UL41irNS �1 /� a . PEDESTRIANS�;�OW MEDIUM HIGH - ME OF OBSERVATIONS: OATH COLLECTION r� 3'. �� OBSTRUC710NS AFFECTING SPEED AS: TREES. S VISA8IUTY, HILLS. CURVES TRAVEL TO SITE f �^ 4 ROADWAY SEGMENT LENGTH MILES 1 SEGMENT LENGTH, ETC. 1 ,'�- ,�•r L mrm TOTAL NUMBER OF LANES (THIS DIRECTION) OMMENTS' 'irz - x4f k, = . r ! (OPPOSITE DIRECTION) TOTAL BOTH DIRECTIONS 40 STREET WIDTH CURB TO CURB (FT) . DATA COLLECTION METHOD DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMWERCOkO2cr DIRECTION TOTAL 0000a :DIRECTIONG�ZC/ 20 00131313 1313131113 21 Oa aaa 130 000 22- 131313[3[:l 00 aaa 23 Oa aaa 130 000 24 [31313[3[2- 00131312 25 00131311 000013 1 26' @[1[1[1[2 (30 0012 Nil 000 013 131313 2e- EE RIE N. 511000 29.' §ij jjQll Ea aaa 0001312 00001a 0000[i 00001a 00000 00 000 00000 00000 00001a [113 01313 13130133 1101100 1313131111 00131317 - 130131311 0000a :DIRECTIONG�ZC/ 00131313 130 aaa COMBINED �®®813 00000 0[1 1101_ TOTAL �L 32 EE 11 W EE 0190 a ®E aa. ; TOTAL 1311 1313131313 11130111 13 1313131J 01301311 131313130 13131300. 130 013a� as 0013 00000 43001313 0 0012 1300as as1. 0 131312 (31113130O13 00 aaa 00000 1313131313 as 01313 = 0 (31313 130111313. Oa aaa 1313131312 00131311 00000 00000 000013 0 aaa 0[1 0[112 130131313 131301311 00131311 { 013000 00 aaa [300013. [1000. OO12011 OQ aa[r 1313131311 131213131 0001312 00001a 0000[i 00001a 00000 00 000 00000 00000 00001a [113 01313 13130133 1101100 1313131111 00131317 - 130131311 M OOG 0000a 0130012 00131313 130 aaa 31 EE *Ma �®®813 00000 0[1 1101_ 131301312 �L 32 EE 11 W EE 0190 a ®E aa. 1313131311 0013013 y 33 EE ®EE- EE E®E 00 0513' 1111111111 00000- 34- SM ®EE M11131313. 1111131213. 111301311 1:11201113. 35 EE ®a1§.' ®f0 aaa [3[3.[3[1[3 [313131313' 00 aaa 36 E 4 ® ®®E E(3OaQ as 0130 1311111111 0131310 37 ®E ®®ff E® [I [10'. 001300 00000 011 aaa ®® ®®® ®a aaa 00 aaa 00 aaa 01213131:1 39 E®E®E 1111[3[3[1 .00 aaa 1313131213 131301112, M OOG 0000a 0000 013013a �0 13011 00 aaa t � �a 131311 (3a 0011 y ®E EEa [10 0012 OMENS 01010gelmi 0 10 0 0 No son a Elm MIN 0 1 M1011 13013131. 1313131311 00'0011 130 aaa 13013011 1313131311 00000. 00 0011 as aaa ®0 aaa 130001a 000011 000011 0013011 000011 soon 111101010 moininin a 0 1 0 a a I minim 31MUNLE 0 ro minim 1101§110 1 40'§0000 00000: NSE, EEEeO EErE EE Eaa // EMBED 151199 0130012 000011 ffiffloca i' 7 ®E EMIR ME00 EEN. ®® aaa M lift NE000 ® EEff EE Eaa E ®ER. MM000 OMENS 01010gelmi 0 10 0 0 No son a Elm MIN 0 1 M1011 13013131. 1313131311 00'0011 130 aaa 13013011 1313131311 00000. 00 0011 as aaa ®0 aaa 130001a 000011 000011 0013011 000011 soon 111101010 moininin a 0 1 0 a a I minim 31MUNLE 0 ro minim 1101§110 1 40'§0000 00000: [10 000 00000. 000011 y ME NEG. 01301311 0000[a. 0130012 000011 41 E. 0 aaa 013 aaa 013 aaa [111131113- a(3 aaa E.®E�: NE000 001311 [10131313. 0[3'1300. 42 ®0 aaa [11300011131113121113111312013 aaa00131112. 119202 [3130012. 00 OaQ [3[3[1[3[2- 0(3 aaa 43 001300 13 0 [100' 013 aaa 013111311 1111131113, j 0 001 [313131313[313131313131301312 (30 aaa0013[3a 44 00 aaa a0 aaa 0130012 13130013. 013aaa a aaa 1311131311 131](21313' 131301311 0130013 45 1113131113 013aaa 1313 OOQ 013aaa 013aaa © 0 aaa: 131301311 as OaQ (3[1131311 00 ❑(3a 46 00 aaa. Oa aaa 00 [1[1[1 013 aaa 01301313 Q QOQ 1113111311 00131312. 00 aaa 011aaa 47' 00 a0Q Oa aaa 00 aaa 013(31312. (30 aaa a 0 aaa 1112000 as aaa. 1213-131311,1313 48 1113111311 013013[1 013 aaa (30 aaa (3a 013116[3[30[2, 00 002 [3[1'[3[3[l (30 aaa 00131311. 49 013 aa0 Oa aaa. as 13013 [30[3012-1311131313. • Y a OOQ ua aaa. 00 aaa: Oa aaa aaa0a 0000[1 013001 01101312-131311011 1113110 51 00[3013. 00001 0130011 013aaa (31313(30' 52. [][300[:[ 0000[l 00 01311 000011 0131313 a= 53 0000[l 130 01112 0013011 1313131313' 0001311 0a.00a 00 aaa 0013011 1313131311 0111101 It ■ ■■■ ■■ ■■■ 0 ■■■ ■ MIN ■■ looms .... .. mini ■ ■■ ■■■ ..... .. ■■. ■ ■■■ onsins .■ ■■■ ■■ ■■1.1901 ■■ ■■■ 6 ■ ■■■ on ■■■ on season ■■■ ■■ ■■■ 0 minim ■■ ■■■ ■■ ■■r ■■ ■■■ ■■ ■■■ 1i 11011101 1 oil in 01101010 on son OBOE so I MIN somon a MIN a Bonn OWN 001810 mom 11110"i a a mom a 0 1 its I -is in 101111 minim 3.11 mists NINE@ I minim 0 1 11010 110111 3106013 minim minim Elm TI CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Franklin Ave Location: Michelle Dr -Walnut Ave No. 30 Field Review By: RSM Checked By: Josh McDonald Time: 11:40am-12:17pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/11/2004 85th Percentile (mph) 39 10 mph Pace (mph) 27-36 Percent in Pace 61 Posted Limit (mph) 35 Be ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) Accidents/MVM 10.53 0.67 C: TRAFFICFACTORS _ _ . Average Daily Traffic 69885 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Crosswalks Signal Walnut, Stop Michelle At Walnut Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Other (Specify) No parking anytime No median D: ..FACTORS.....,,.... FACTORS Length of Segment (Miles) Vertical Curve 0.5 None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E ADJACENT LAND USE'S Industrial, business RECOMMENDED SPEED LIMIT 35 MPH I_qpi=i=n I IMIT r.14AMr..IF NO 3 - SP ZONE SURVEf AJ 1201311 F 'A L. Z Al _RAIN vVE�I?� Sim CLOUDY PARTLY CLOUDY AAOS'>'LY CLQUOY FOG A) �1 1* (S` . NAW -- ez T RCM SURFAMI3RY OR OTHER an 0011 0TN" ,'iiON ® . - Ragp COMMON• FAIR• POOR EI �AT10N'O1NT' iV 0 ALSO NATE 1F SCNOOLS: PARKSr 0 PARKING. HEAVILY USS O14wm T1 SPEM UW 3 � ; ; y PEDES i RIANS NM LOW MUM HW Eve ODSF.RVATIONS - CDLI.FCTION 11 ; �� o - T� - l � : ! ■ATA 08S'TRUC � 10NS AF�CriNG SPS as: TRIS. SHAUBS SLOCI�NG .HILLS. CURVES E OF OBSERVATIONS. TRAVELTO SITE - / A i tr ROADWAY SE•GhlefT LENGTH r � MILES .�LENGTH.ETC• 1 A4 % � (BTN UNIITS) I NUMBER OF LANES (THIS DIRECTION) :� • ' TOTAL 1. b �� y� (OPPOSITE OIREC ION) i W� ; TOTAL 80Th OIRECTiONS � � ` , STREET-WIGTH CURB TO CURB (FT) Al A.100 - DATA COU ECT10N METHOD 1300012 a130 DEVE.OPeAefT: RESIDENTIAL INDUSTRIAL RI ION • OIRC-G'110N � 1 !.7 C �NM �• AL TOTAL TU -AL 20 e0QQ12' 00 [31312 asQa12 Q as aaa 00 QQQ 12aaa[212131212 asQQLT COIN= 0131312 a 0 0120 00.000 120131313 013131111. 2, �12131312 130 aaa as aaa -o - 1312 130131313 130 131212 as 00� � (30 aaa. an a a 0012 012 aaa as 131312 130 131212 130 aQu = aaa. as 000. as 01311 1313131312 Qa00rl _ � as QQQ as 0013 23 1113121311 01300C, 130 Q13Q 24 W01312[20,13M 1313121312 131313012 131313130. � II 131312. QII 13012. 1212= 013a13tz 121212012. = - 25 ■IESQ11 1311212011 1313121312 CCU 000012 0 26- as Qna 0120011 1312131312 1312 311212 aII 0131 A 27' KFEaa 012131311 12120011 01200,? 1300012 23 11213012 01101211 as 1201 as 0[212 01201311 29 1118011 aII aatQ aII 131212 [M a0[I QII 13011 30* all 111111 1311131311. 131212M 012131211 012121133CT 31- t11111* 10131311 1312131211 1313131311 QQ [21212*j 32- JEOIBEII (312111311 1212121211 00121111 aQa011 �.. 33 111f [2[112 001-2012 as0 0 000 130[1 an [2130 s 34- §gl EMS: 01201311 130 01211 012121211 as 120E now --� 35 01201211 aII 0012 13110011 ®�°QII a0� 130 aaa as 000 t _ L...36 BE BEN 00 0011 aaa . } 3T 11 N131 01301312 011131311 01101211 0120112 38 0010013 0001211 as 0aa. 00 0011 as 0012 39 5*131311 aaaaa aII 01213 131313131 as a12rz j 413 SIE [31212 aII 121212 120 QaQ 00COU QII QQtI 41' 00 0013 0130011 QIIOOQ 120 01211 aIIaaa. _ =NNW0- 4Z 0'a 001(312131211 1212121312 aII 01311asaaQ 013 aaa: �, 43 ■1301312 (30 01211 00, 01211 0013011 44- (312 aaa (300131L [2130130. 120 01211 012.0131121. 45 [312 0011 [10 0011 (3IIQQ11 n0, 01311 COX= 46 00 QaQ . 012 Q01z 0120011 0001211 Or -112011 4T (30,0011 * 121201211 1212121211 130 0011 012 01213~ 48' 01313131100.0011 13120011 a000>s 01312131? - 4- (2120011 aaaaa 13111312111312.QQQ aa1213a. �= 1213121312 13012131113111213110001311 [3021311 51 0001311 000131L 01101211 011121311 000011 5z 0a13M aaaaa 0[1131311.131312131 0110012 M 011oatr.013013E (3120011 aQ01111121301211 �- Qaaa11 aII13IIt10a0a1r GE113 1212131211. _ 1312131311 aIIn1z Q11ar� agar 0rs00Q. w MME—E 111121213 0II0IIlZ 00013M sT (2130123313120011 012[31233 0CIQ13Q 01Z00Q 59 0aaa11 aaIIn11(21213 13 Ir a100r� slow01301311 aaa01112 0uaars [; �.■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ��■ ■■■ Osman 0101110 0 ■■ ■■■ MINES L:■ min ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 1 sin a minim a 0 stein L" min Olson ■ 81010 ■ ■■ ■■■ an ■■■ ..■ .. ■■■ ■■ ■■■ -01-mm, ■ ■■■ .. ■.• • ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ �.... 111111111111 ■ ...■■ ■■■■■ a ■■■ ■ :�■ ■■■ ■■ ■■■ a 111111111 11 ■■ ■ ■■ ■e■ :.... ■■■■■ ....■ ■■■■■ ..... ....■ Boston ■■ ■■■ 1111111104111 111 ■■ ■ ....■ miss ■■ ■■■ ..... ..... A Nis ■ .■.■■ a minim ■■ ■■■ ....• ....■ minim ■■■■■ ...■. ..... ..... . ■ ... 01 ..... . ■ ... ra 0=3 min min a min inlaid 111111111111181ols 131M Mimi 51815401 alai MING2101111 5 a min min min a 11111 Mimi manistalsinesiol Simla MIN a 0131205 a minjul mool alsiol Rival at Elm a mill ■�■ ■ ■i■ ol mill NJ man! M■1■1■ ■LE(■11111■ ■t■1■1■ 7 1 i � • � � � � QQOIICI 01201311 OU QQaa1 1201311 0120011 a01313c2 13013011 131313011 ; Q 0011 an 0011 00 0011 00 [3012 1213 130E 0012 as 001 as 130,1 0013011 as 13CEL ��� �a aaa as aaa 00,00[1 13120212 JERIf12' aII QIIQ aII OQLT QQ 013EI [2013130' Q QQQ as QQa 130 a01z 000012 coo ¢aaa: 00000. 00,001 1300012 a130 a 0121 a13 01311 as 13012 1313131312 as 13131 • wasia as 12031 0001=1 12012131 00,1213E 3 ME NOT 13012120'130 aaa. 120131211 131213 1K IE0a 00 0011 as 121111 130 aaa 01213011 0 13131111 121212012 0'1311QQ as 131311 131113131 = moo, 00 aaQ 000012 012131112 1212121211 a 1212rs 00000. GOMM 12= 11213 130 a0I [; �.■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ��■ ■■■ Osman 0101110 0 ■■ ■■■ MINES L:■ min ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 1 sin a minim a 0 stein L" min Olson ■ 81010 ■ ■■ ■■■ an ■■■ ..■ .. ■■■ ■■ ■■■ -01-mm, ■ ■■■ .. ■.• • ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ �.... 111111111111 ■ ...■■ ■■■■■ a ■■■ ■ :�■ ■■■ ■■ ■■■ a 111111111 11 ■■ ■ ■■ ■e■ :.... ■■■■■ ....■ ■■■■■ ..... ....■ Boston ■■ ■■■ 1111111104111 111 ■■ ■ ....■ miss ■■ ■■■ ..... ..... A Nis ■ .■.■■ a minim ■■ ■■■ ....• ....■ minim ■■■■■ ...■. ..... ..... . ■ ... 01 ..... . ■ ... ra 0=3 min min a min inlaid 111111111111181ols 131M Mimi 51815401 alai MING2101111 5 a min min min a 11111 Mimi manistalsinesiol Simla MIN a 0131205 a minjul mool alsiol Rival at Elm a mill ■�■ ■ ■i■ ol mill NJ man! M■1■1■ ■LE(■11111■ ■t■1■1■ 7 1 i � • � � � � IMM00MOE3000E30E30M0M00MMMMMMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Franklin Ave Location: Walnut Ave -Dow Ave No. 31 Field Review By: RSM Checked By: Josh McDonald Time: 12:40pm-1:08pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/11/2004 85th Percentile (mph) 42 10 mph Pace (mph) 32-41 Percent in Pace 67 Posted Limit (mph) 35 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 1.35 C: TRAFFIC FACTORS Average Daily Traffic 5,415 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal Walnut Crosswalks At Walnut Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) No median D: ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT LAND USES Industrial, business RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes - SPS ZONE SURVEY _ �s r' CiCM 113Y PARTLY CLOUDY MOS'1'Z.Y t2Ol10f FOG RAIN , CJ ON (ST. NI► L 2 A. -' w -0 Ot.J RCW GTHIS xlw�" AZ_ (SIN IFOTIiER) qM,M0mdNft ® Wff M o :.(/ f RCM CONOT CW FAIR' POOR NATION POW ALSO NUTEIFSC{DOLS; PARK& ONZTREETPARIONG. HEAVILY USED ORWM � )S D SP'EEi1 11NNtT'! !� p pg� uW LOW MMIUM. HIGH kT )F OBSERVATIONS 6. - y v -7.o • l ' r? Oes'�Ruc'nCM AFFECTING SPEM AM mss. SHRUBS �a NG VtsA IUN. HILt.S. CURVES WE OF OBSERVATIONS. COLLECTION WITA C /M i /r ROADWAY SEGM1e(r LENGTH i Z 5 MILES TRAVEL M SITE SEGMENT LENGTH, EMS BTN UMtTS) NUMBER OF LANES (THIS DIRECTION) TOTAL _ 2- C OPPOSITE DIRECTION) Z wmecm WOOMMM f n TOTAL 80TH OIREC I IONS 0 MEEi'IMM CURB TO CURB (Fi) 5` - DATA COLLECTION METHOD OEVELOPSAENT; RESIDENTIAL INDUSTRIAL G Du ;noN DIRECTION COMBINED f TOTAL TOTAL 22,13 rAL 20 1130011 QD 0011 00 131312 120 QQ11 1301312U 21 [212QQQ 121201313 1112131312 [20 0130 QII QaQ rZ al2[31312 a0131312 01201311 00131211 1212131I[ 23 as Qa11. Ell 131212 1313131211 1311 01312 130 1][30. - 24 1312121312 1311[21311 000011 131.0 a11121211 2511301111(3013131= a01s 13013121= OQII1211 _ o _-- 26 1312131311 (3130011 01301. 013000 00000 13 Zr 111 111131311 1311QUE1 13013121113111:11311 120 0012 28131 13aE. [212[3130 as GMs aII QaQ aII 13121 t Q 29 50131213 a13131211 131112Q11 000011 012001 _ 3 _ 30' 919 QaQ [MC3012 110 12100' 11 1311010: [211121311 31 J[0 000 0001211 131213111 1212121111 as a12a 3Z RZ 51111 00131311 (31213011 121101311 13012012: 33- 1111■111 1313131312 aII 12130 120 QIIQ [10 01311 34. 1901312 312301. 1311131211 1212 [11211 1312111311• 10 �ffi �MW UEEK [31-21-31311. 12[ 0130. QQQIIQ 3s-1119M[3[1a an 02011 001211121212012 1212121111 t � 3T o 0 011 (3[313131? 120131112 12000[1 0121200: k _. [20 a 1200. 012131312 (:101212[1 38 B®13011 [2013[1[1 a[1 6 39 12®IKIE 111313011 131200[ 1111[2011 0120012 40 ME 11213 aII131111 QII1 1111 aII 01212 QIIIIC1[1 I MW 41 ®liga1100[3a[1 [3[1131311 aaaaa. 0001311 42 ®11 QIIQ. QII QaQ 121301311 QQ 0001 12120131 r 43 MM [210[1 [21313[111 1312131211 012 0011 0011130 2 44 JIM 120[1 [M[31311 1212131211 131101211 as 13011. 45 Q12a' 0130011 130121211 0001211 � �n QaQ � Me 46 S113EX1. [2a aalz 121311120. 120 a112 1211 IIQQ 4T[212[3[3[1 QQ QII[. (31201311 1312-13120: 1312 0011 48 (301[2001 1313131211 0010011 (211131211 1311121101 49. [2[131111131zaa12 131113 a1s121M a1z12121L 50' 013013[ QIQO001 QQQQ1= Qt112011 012121211 51 W213011 (21200a. 12110002 11012011 1201 [21111. SZ aQQaO� Qa (30[ (3a 120[1 00 01211 QII000I 530 (301]011. 0110011 (31113130: 1211131211 13001111; 54- t3IIQ131I QIIQQ11 CEEMEJ 12[l[2 QQQII11. 55 (31212111 013121311 00 T 0LI 5F EM 131211 (3111101); alsa12lz alsaalz Q U.- CEEM 00121311 aIIaOrs CE113 1z 5%. [all arsaaQ OE12_a. 0001211 nn r1rT 1I �■4■■�■ 1111■■■ ■■■■Imini 11 1111■ 11E431 a ._01� 1200 cocoa 120 0012 120 0012 1312121211 ._ 12001: cocoa 000012 12120131 aG QQt1 ._.012(31312 120121312' QQ 1201 120 oars aII 1312E firl call 000130. (30 13011 120 000 131213 [312 13121. 12111200- 00121211 17012 000M ;��0012 121211002 0120120: 1313121M 0130M - ►_ 00 QaQ as 1101: 00131211 13000E1 0013121 ; -.51K11121' as 131111 1211121211 12000a 000012 z112 120[1 120 0011 00131211 121201212. as 12011 IEa11 012121211 as a121z 00 3012 as 31211 X1131211 1212131212 00 131211 (21213120: 130 131311 112QQQ [20 13011 1212121211 1212131212 aII 12QEI „SSE EQ12 0012120. 1212121211 1211121212 [2[21213U: II 120[ 0000[l 000011 120111211 00 12011 . 015000. 120 012111 1312121211 QII 11131: 111112IMEI �iOII' QII QIIQ QQ 12012 00 121311 1313013 `• 1101 000121. 000011 000012 CGOC11 NER MOOD IIa Gats cocoa cocoa. *&of, 00 QaQ 00 000 000012 01201311 1112121. 00 0120. 1212 01111 as 012[1 12121:11211 !c):t,:; 1..1 MINIM 11111111■ 11minion ■■ 1111■ L ■■■ 0 10 112 MINIM 11MINION 1102110 ONE as on MINIM22minim 2222. �.■. 2222. ■■ 1111■ EMS ■■ 1111■ :2112 memos 1111 1111■ ■■ 1111■ 2222. 2222. .■ ■■■ 2112011 ■ min views■ ■■■ 1 mass 2112.■ 1111 1111■ ■ aim MINES■ 1111■ -ti 0 �■■ 01■ 11011110 1111 ■■■ 0■ ■1111 1111 1111■ 1 110 ■■■ a ■1111 1111 1111■ 11111111■ 1111 ■1111 a ■■■ 0 1111■ 2222. 2222. 2222. 1111 1111■ 1111 ■■■ 1111 1111■ 0111 8110 ■11 1111■ mass 1111 1111■ 1111 1111■ ■ son ■■ ■■1111■ Ron 1111 ■■■ 1111 1111■ ■■ 3211 somins on ■1111 1111 ■■■ 1111 1111■ not 11110 1111 1111■ a ■1111161111111111111101011111 1111■ 1111 1111■ ■5■■I■ 1111 ■■1■ 1111 1111■ 1111 1111■ 1111 ■■1■ 110111110111 a solvent ■■■ 5101110 m 1111..■ ■■ ■11S 0 ■■ Basin 2.■ 1111 1111■ •■ ••• •• •■1■ . 1122. 2222. 2222. 2222. 1111 ■ ■I■ :mMimiamminim 1111 2112■. 2222. ■. ■I ■■ .. ■121■ 1111 1111 1111■ 1111 nial MANNIM1512121 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Heritage WayTime: Location: Tustin Ranch Rd-Myford Rd No. 32 11:27am-1:17pm Field Review By RSM F Checked By: Josh McDonald A. PREVAILING SPEED DATA Location of Survey W/O Lagier Date of Radar Sample 3/24/2004 85th Percentile (mph) 42 10 mph Pace (mph) 30-39 Percent in Pace 57 Posted Limit (mph) 30 B, A CCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 2.53 C. T RAFFIC FACTO RS , Average Daily Traffic 9 11204 Lane Configuration 9 2 Lanes Total -Double Yellow Line Traffic Controls Signal Tustin Ranch, Myford Crosswalks At Myford Pedestrian/Bicycles Yes/No Truck Traffic No On -Street Parking No parking anytime Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) 9 0.3 Vertical Curve None Horizontal Curve Moderate "C" curve Lateral Visibility Fair Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND:USES S`ES Condo communities, park RECOMMENDED SPEED LIMIT 35 MPH minimills, 0 ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ .� minimills a ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ minimills ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ Elm MGM ■ ■■■ :'■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 5555■ 5555■ ■■■■1■ ■■■■I■ 5555■ 5555■ MINIM 5■ 5555■ ■■ ■■■ ■■ minim 5555■ minim ■1■ 5555■ 5555 1 ■ 5555■ x 5555■ 5555■ ■I■■■■ 111111111,101 g ■■ minim 5555■ ■■■i■■ ■1■01001 ■■ ■■1■ ■■ MINIM ■I■ almlawslalml ■ ■ ■1■i■ 10110 ■t■ 01■1■ ■ ■ ■ ■1■ ■It ■ ■ ■ ■ ■ ■ ■ ■ ■1■ 5150■ ■1■ ■ ■1■ ■t■ ■ ■I■ ■ ■ ■1315 ■1■ mini ■ ■I■ t ■1■ minim ■I■ ■1■1■1■I■ ■I■ ■I■ ■ ■1■ ■ ■1■ ■I■ ■ at ul■1■ ■tME I■ ■ ■ ■ ■1■ 5151■ ■ ■ ■151■ Mani s ■ ■I■ MINIMI■ ■ .� ■ ■ ■ ■i■ ■ ■ ■ ■1■ ■ ■ IMINI■ ■1■ ■ ■I■ ■I■I■i■I■ .. ■i■ ■lmt■ ■ ■ ■1■I■ ■1■ ■151 ■ In staloto " sin minami Imillin 2 min ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ s ■■■ ■■■ ■■ ■■■ ■■ 5501 ■■■■■ ■ I ■■ ■■ ■■■ ■■ am ■ ■■ ■■■ ■■ ■■ ■■■ ■■ ■ ■■ ■■■ a Elm 0 11 a Elm MINOR 01111101101 min minim mailloll a 0 six MOORE 5510109m, a minim mainizin Mm a Oslo Ist mini E.I.fA. 0 - pon-15-te-1 ■1■ ■151■ 014 ■ ■ ■ ■1 ■1 ■ ■I■1■ ■1■ ■ ■ ■1■I■ ■ ■ ■ ■i■i■ 013151111111 ■1■ ■ ■1■ ■1■1■1■I■ ■ ■ 5101■ ■ ■1■I■lob r SPS ZDNE EY - T < ST. NASPAR�.Y CLOUDY MOSTLY C'.�000r POG RA1tw < Fa ZZ 0 (EW.AW IFOTHM �YAT10N POINT r� �% � A 7 RaAa FAIR POM ? A= NMIFSt��00i.s: PARKS. ON.,STREErPAMGNG. HEAVILY USED ORWYS, V!� TION8 / Z � RIAWMORD& 1404 OBSERVATIONS _OF OF QBSERVATIOM QATA C ON ° 1,' ? 7- 9 • _I : � % ass rRuc i 3 - AFFECTM AS. TADS: SHRUBS BLOCOW VISASUM. mLL& QiRvES � MLES TRAVEL TO SITE ,q ROADWAY SEGMENT LENGTH SEGMENT L eWM. ETC. / �? f .Y (BTN UNIITS) NUMBER OF LANES (THIS DIRECMN) /Now AL TM �m � x L. 4,o..' ,� (OPPOSITE DIRC-CTiON) � TOTAL BOTH DIREC i IONS WREM WIQ'T1N CURS TO CUM(Fr) •3 9 DATA COLLECTION N1 T q oeja0 I INDUSTRIAL COMMERCIAL _ I3 TOTAL ----- TOTAL TOTAL [2[2II aII 01rz aII 1201 as QOts 121100112 QQ i 0 QOtI� QII 111 1212 00ri McCall 1200011 _ 21 10 GOO. 121212121 121212011 121212012 12121201 27-12120[1 z IEJ [31211 [20 121112. Qts 001 aII [2001 00s 11201 as 000 121211012 1211121211 120 Oat II IN= 0012II0z Qts 121211 1212121211 0121201 - 21 an [2[211 0112011 as OOr1 as 1212= as aa= a0= QQQQII. 131213121 aII 121212 aarsnow � • Z4- 121112 1201121212 [202 jEL7= aII CEEL W= 0212 QaQOri 2S (ME20 1012121201 QII QIITI OISQIITI 012121212 II QIITI QII 12120E 121212110" QII 121211 QII QII[T � �IIQII1" aIIQQ� 121201212 aII 12 QII12IIr1 d 121201 QQOIIQ 1212 1212[21212 131212 i 2r RIE QIIII QII [20= (212121211 CIG112121r QQ QQLI � . QIIQII QIIQOII II 1212[1 01:10 II QII OIIQ 2& W211301a QII 0112 1212 QOT1 M QOQ QLI QQCZ QO= 012001 0121011 OQ 1212[" QII atQr1 29 121211 QII 121212; Q11IIOt1 QII QIICs QIIQIII� tMT-T= OUCH= 121212 QIIQIIiz 1212= 30'QII 13012 121201211 QIIOIILT 121201212 3 ��IIts 1212121212 QIIQOII 01212120" 01212120" Z. 31- 121213 coo V 00.012[l 00120= QII 00[l 01212 .� 3z �tBII= QIIQOII 12120120 aIIQaQ 12111211= i�aQLI QIIQOII 012121201 QIIOQ� 12012011 r 33. §II [2IILT [2c[3[2[1 [10 131211 120120= QII 1212[1 QII 1201 121201111 121212121:L 12120001 3 34 ffilgIIQ QIIQ1Q QIIQO= 011212[1 Q11QOIZ QQQQ [212012[1 QIIQOIZ QIIIIOII. Q1312 3s 12131 OIIOIIQ 121112 120001 z ��i��I�' aII �IIIIICs' QIIIIOCi 121201111 QIIQO� 120`012= `• ' .S 3 z 36. INC3[212 QII QIIQ QII QOQ 0[11212= QQ Q12CI �� aaQl� 012121211 0120012: QIIQII= 0= 0 3T S012111 QII Q0II' DOE= QII 12QQ QII QII } NKE[212 QII QQQ aII 131212 aII QQQ QII 0011 t 1 38 1111QQQ aII 00 I 01201201 QII QQQ Qli QQQ Al Immarl aII 012[1 aII 121201 aII QIIts QII 0121 ; s� 39 SR EEK aII QII= QII QIIQ QQQIIi1 QLZ QQt1 � ii��. t�II QII= QII 121211 01211211. QII aII= ` z 40 If[21M 012121212. QIIQIILl [MCI= QIIQII= 3 Iff aOr ' 01201212 0112121211 12112121? 1212121211 s 41 IMENC 002012 Q OIIIZ 00 131211 a curl 00"001 120 0011 12012011 aII 0II0z 4Z 15[20110[1[2001 [2121300" 01201211 00"001 KNE111 0000EI 12000rz QII121211 12EI12II1Z 43 KN ERCT 00 0011 QII 0012 QIIQQQ aII 0121 MEN= QII 1212[1 o 44- alIIarQII QII QII= aIIQIIIZ 121.12120: 12120001. 1212120". U11II1IIEL 011121211 QII121212. 121212 minimills, 0 ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ .� minimills a ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ minimills ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ Elm MGM ■ ■■■ :'■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 5555■ 5555■ ■■■■1■ ■■■■I■ 5555■ 5555■ MINIM 5■ 5555■ ■■ ■■■ ■■ minim 5555■ minim ■1■ 5555■ 5555 1 ■ 5555■ x 5555■ 5555■ ■I■■■■ 111111111,101 g ■■ minim 5555■ ■■■i■■ ■1■01001 ■■ ■■1■ ■■ MINIM ■I■ almlawslalml ■ ■ ■1■i■ 10110 ■t■ 01■1■ ■ ■ ■ ■1■ ■It ■ ■ ■ ■ ■ ■ ■ ■ ■1■ 5150■ ■1■ ■ ■1■ ■t■ ■ ■I■ ■ ■ ■1315 ■1■ mini ■ ■I■ t ■1■ minim ■I■ ■1■1■1■I■ ■I■ ■I■ ■ ■1■ ■ ■1■ ■I■ ■ at ul■1■ ■tME I■ ■ ■ ■ ■1■ 5151■ ■ ■ ■151■ Mani s ■ ■I■ MINIMI■ ■ .� ■ ■ ■ ■i■ ■ ■ ■ ■1■ ■ ■ IMINI■ ■1■ ■ ■I■ ■I■I■i■I■ .. ■i■ ■lmt■ ■ ■ ■1■I■ ■1■ ■151 ■ In staloto " sin minami Imillin 2 min ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ s ■■■ ■■■ ■■ ■■■ ■■ 5501 ■■■■■ ■ I ■■ ■■ ■■■ ■■ am ■ ■■ ■■■ ■■ ■■ ■■■ ■■ ■ ■■ ■■■ a Elm 0 11 a Elm MINOR 01111101101 min minim mailloll a 0 six MOORE 5510109m, a minim mainizin Mm a Oslo Ist mini E.I.fA. 0 - pon-15-te-1 ■1■ ■151■ 014 ■ ■ ■ ■1 ■1 ■ ■I■1■ ■1■ ■ ■ ■1■I■ ■ ■ ■ ■i■i■ 013151111111 ■1■ ■ ■1■ ■1■1■1■I■ ■ ■ 5101■ ■ ■1■I■lob �o�000000�0000��������������■ 30000000M0000000mmmmmmmim���� CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form cin i iiuIT rNeNrF No Street: Heritage Wy Location: Mytord_F<cl-bryan Ave Nu. 00 Field Review By: RSM Checked By: Josh McDonald Time: 9:20am-11:20am A: PREVAILING SPEED DATA Location of Survey W/O Decanso Date of Radar Sample 85th Percentile (mph) 10 mph Pace (mph) Percent in Pace 3/29/2004 35 28-37 80 Fposted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0 C TRAFFIC FACTORS Average Daily Traffic 11000 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal Myford Crosswalks At Myford Pedestrian/Bicycles Yes/Yes Truck Traffic No On -Street Parking No parking anytime Other (Specify) D. `ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve Horizontal Curve None Moderate "C" curve Lateral Visibility Surface Condition Fair Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES Condo communities RECOMMENDED SPEED LIMIT 30 MPH cin i iiuIT rNeNrF No rYee FlCl �s/ �� P�...r� ♦•F.SY SU RV rtt 4 � - � t FOG FUMr I r >W -- MMUAMONPOW em C."&M SPEM AM. SHRM BLCCXMVMAOLffY. HN= CWWW • •: • • - • - TRAVEL Y I Ar RGAGWAY-. TMAL • • - • • • t-14- TCrALSCTH DIRECnONS 5TH=1 IMM CURB TC CURB CATA COLLECT&ION• • 0e1E.QP9Aeir. RR9 INCUSTRIAL CCLWERCAL MR 61ON LA)• ■■■■■ ■ ■■■ was ■ ■■ ■■■F1, ■■■ ■■■ ■ ■■■■■ ■ ■■■ ■■■■■■■■ ■ minim ■■ ■■■ ■■ ■■■ ■■ mini mints s ■ 11minowtums,■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■■■ ■■■■■ ■1■■■■ ■1■■■i■ ■■■■■ ■■■ ■ ■ ■ ■■ ■■■ ■■ ■Simon■ ■■t■ l ■■■ ■ s■■■ ■■■ ■ ■I■ ■■■ ■■ ■■I■ 1: -.I■ ■N■ ■■ ■ ■ ■■ ■■■ ■1■ ■■■ ■■ ■■■ .: �■■ ■1■ ■■■ ■■ ■■■ ■1■ 01■■ ■■ ■ miss ;■■■■ ■1■■ ■ ■■■■■ ■■■■■ ■MEMO +► .�Intel■ ■■■■■ ■ ■ ■■ ■■■ ■■ ■■■ ■ .'■■ ■ ■ ■■■ ■■■■■ ■ ■■■ ■■ ■■■ i ■ ■■ ■■■ ■ ■■■■■ ■■■ ■■ ■ ■■ .��:;■■ ■■ ■ ■■ ■■ ■■ ■■■ ■■ on ■■■■■ ■ ■ ■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ • ■ ■■ ■■■■■ ■■ ■■■ ■■ ul almosimi MINIS ■■■■■ ■ ■■ ■■ minima■■ ■■■ ■■ ■■■ ■ ■■■ ■ ■■■ ■■ a mine ■■ ■1 minim 11 ■ ■ ■■■ ■■ ■■■ ■■ ■to Rosin an ■ ■ ■■■ MENEM MENEM :■■■■ ■■■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■■■■ ■■■■■ SIR Olson■■■■ ■■■ ■ S! BASIS■ ■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ ■ ■ ■1■ ■ minisionsigini ■1■ ni MINIMI wool ■ ■ ■ ■ r rt ■■■I■■ ■■■ ■ ■■■■1■ ■■ ■■I■ ■■ ■1■■ im ■■■■■ ■■■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■■■■ ■■■■■ ■■minim ■■■■■ ■■■■■ E� x ■■■■I■ ■■■■■ ■t■ m■■ ■■ ■■■ ■■ ■■i■ ■ of minimalist 111■1■ ■1■ ■1■ ■ ■1■ ■ ■i■ ■1■ ■IMI■ ■I01 mini menial minim 1"81010131401 R ■ ■1■ ■t■i■1■i■ mini min ■ ■ ■ ■t■ slainloiniquin1■Isi■ ■1■ ■ ■1■ ■ ■ ■131■ ■I■ ■ ■1■ 210MINI■ Mimi minisiontot■1111■ = ■1■ ■Int■ ■1■ Mimi■ ■1■inl■t■ ■1■131■1■ ■i■ ■1■I■ "' ■1■ ■l■1■ ■t■ ■1■13 ■i■tmlMl■ ■t■ ■ ■1■ ■I■1■111■ � ■ ■ ■ ■I■ ■i■1■ misignint Mimi ■ 31■ ■1■1■ ■IMI■I■I■ ■■ ■■■ ■■ ■■■ MENEM 111 ■■1■ ■■ ■■■ ■ ■■■ ■ ■■■ ■RIMINMINIM 0 ■ i■■ ■■■■■ ■■ ■■■ ■■■■■ ■■■ ■■■■ ■■ MimiW01.10t■ ■■1■■ ■ ■■ ■■■minim ■ ■■■■1I■ ■■■■■1■ minim 01■ ■■1■ !M■■■ ■ ■■1■ ■■ ■■■ ■■ ■■t■ ■■■1 ■ 1■ ■■ ■■■ ■■ ■■■ ■1■ ■ minim ■ ■■■ ■■ ■■■ Slain■� ■ ■■■ ■■ ■■■ ■ ■■■ a ■■■ minim mim■■■ ;..�;I■■ ■■ ■■ ■■■■I■ ■1■■■1■ ■■■ ■ slotsr. ■■ ■■i■ ■■■1■ ■■ ■■■ NINON ■ ■■ ■■ ■■■ ■■1011111111, ■ ■ ■ ■ ■ :■ ■ ■■■ 0 ■■■ ■I■ a ■■t■ .11 slots M ■■ ■■ ■ ■■■ a ■■■ :;■■GKIMI ■■■ ■■ ■■■ ■■ ■■1Santa ■■■ Into ■ Met ■ ■ ■■ ■■■ ■ ■■■ ■■■ ■ ■■■ otollion a atolulslualotalolo ■ state ■ ■■■ ■■ ■■ ■■ ■■■ ■■ ■■■ ■ ■■■ ■ Main ■010111"a ■■ ■■■ 0 ■■■ ,■ ■■■■ mints ■■ ■■■ ■■ ■ ■ ■ ■■■ ■ ■■■ MIKINIM ■ ■■■ ■■ ■■ ■■ ■■■ ■■ on Niglio ■ ■ ■ ■ ■■■ mistolinis a ■ ■■■ ■■ ■■■ ■ ■■■ ■ MINIM ■■ ■ ■ .ofmisto a sto ■ Into ■■ ■■■ ■■ ■ ■ ■■ ■■■ a ■ on ■ MINIM ■■ ■■■ ■■ ■■■ 0"M ■ ■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■a ■ ■ ■JOINS ■ ■■■ ■■ ■ ■ ■■ ■■■ ■■ ■■■ ■stains ■■ ■■■ ■■ ■■■ ■■ ■■ ■■ ■■■ ■■ ■■l■ ■■ ■■■ minim Elm 0NMININQUIE4 minim ■ ■■■ at ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 3 ■■ 3nnamni ■■■ ■■ ■■■ ■1■ ■■■ ■■ ■■■ ■■ slainest ■Olson■ ■■■ ■■ ■■i■ ■1■ ■■■ ■■ at NOmA111111W ■1■■ ■■ ■■1■ nt al ■■1■ ■■ ■■1■ ■1■ ■ ■I■ ■i■ ■1■1■ ■1■ ■ ■1■ ■1■1■ ■1■ ■1■ ■1■i■ l ■1■ 31015 tt■ ■i■1■ ■ ■ at missal 0 013101011111111111814 1■ ■1■ minim ■1NJ-minim ■1■ ■1■I■ ain MINIMANININWRINi Maisie ■t■ Mimi■ ■1■ MI■1■ ■1■ ■131■ ■iMINI■1■ ■1■1■t■13 ■1■ ■ N1■ ■1■ ■1■t■ ■1111mIMl■ MI■ ■INis ■i■ ■131■ ■i■ ■ ■1■ ai■I■ ■1■ ■1■Iminim ■11111111115 ■ � ■n■ ■ ■t■ ■t■t■ ■ ■t■1�1■ ■1■1■1■Io ■1■1■1■IQ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Location: N/0 Warren Ave -Irvine Blvd No. 34 Street: Holt Ave Checked By: Josh McDonald Time: 12:45pm-1:20pm Field Review By: RSM A: PREVAILING SPEED DATA Location of Survey S/O Lucero Date of Radar Sample 3/30/2004 85th Percentile (mph) ` 4 10 mph Pace (mph) p 36-45 Percent in Pace 77 Posted Limit (mph) 40 B: `ACCIDENT HIST211Y. ................................ . Time Period Covered (months) 36 Speed Related Accidents 0 Saeed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0 v C. -TORS , FAC TRAFFIC _ t Average Daily Traffic 79881 Lane Configuration 9 4 Lanes Total -Double yellow line Traffic Controls Signal Irvine Crosswalks At Irvine Warren Pedestrian/Bicycles Yes/Few Truck Traffic Few On -Street Parking Yes Other (Specify) No median D: ROADWAY FACTORS . —7770.5 Length of Segment (Miles) Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes _ Street Lighting Yes Driveway Density Medium/Heavy E. ADJACENT LAN D USES Residential (fronting), school zone - RECOMMENDED SPEED LIMIT 40 MPH -- - -- --- -. ■ . ....r ILI0% -'16 ' ■1■ ■ ■i■H ■I■1■ ■1■ ■i■ ■ �.�■ ■t.f■ ■I■ ■{■1■I ■ ■ ■I■1■ ■ ■1 ■1st■ ■1■ ■1 ■t ■ ■1■ ■1■{ ■1 ■ ■t■■1■ ■ ■ ■1■ mist■mt■ mll"mlmlmamlml minimisionti■t■imi w ■ NJ ■ Mimi 211"EMEJEJOINIEWOU04 me me ORMEi■ ■I■1■ ■1■ ■i■ ■ �.�■ "lots ■1■ ■ ■ ■ simimemiio ■ ■I lost W ■1■ ■ ■ ■I■1■ K s ■ ■1■ ■1■ ■ ■ ■1 ■1■1■ otionininesiministo 1■ ■ ■I■ ■1■ ■ ■1■ nt■ ■t■I ■1■ Mimi Elgin ■ ■ ■1■ t ' ■ ■1■ ■ oil" m ■ NJ semi w ■ NJ ■ ■1■ at ■ • ; . ■ ■1■I■ ■1■ ■1■ ■ nim ■ ■1■ ■ ■ ■i■ ■ ■ slow � ' :t■ ■1■ ■ ■I■ ■1■ ■ ■1■ ■ ■Ills ■ ■ ■ ■ ■ C� • I r 1 ■1 ■i■ ■ ■1 ■{ ■ ■ I ■1 loominestol mist■ minis r.rl NOW ■1 ■ ■ti ■I■{. ■{vitalnMani 0 ■■■ . ■ ■ ■ ■ stmt■ ■I ■1■t / ■ ■1■t■ ■)■ ■ minis r ; ■1■ ■ ■ ■1■ ■1.1■ ■ ■ ■ ■)■ ■t ■ ■1 ■ ■ ■1■ mom ■ ti ...:' ■ ■ ■ ■ ■ ■1■ ■ nt■ ■ ■1■ ■ ■ ■ ■1■ ■1■ ■ ■ ' ■151■ ■t■ ■ ■1 ■1■ MINIM ■ ■ ■ ml■ ■t ■ ■ C� ';I■ t1■1 ■I■ mini■ ■1■ slim■ ■ ■i■ ■ ■ ■ ■ ■ 51■ 11011112111010411111 ■1■ ■ ■1MINI ■i■ ■ ■ ■ ■1■ ' ■t■ ml■1■ .t■ ■1■1■ ■1■/■ ■i■ ■I■ ■1.1■ ■I■ ■ mt■ ■1■ minim ■Isis ■1■ ■t■ ■1.1■ no Mimi s ■Iminim 1■ ' 1■ ■ ■ ■ ■t■ ■1 ■ /{■ sial■ no, ■ vi stainei Komi 0101 ■ ■ slim■ ■I■ ■151■ ■I■ ■lain ■ Mimi at s ■tat■ ■1■ 1s!■1s1■ ■1■ st■1■ /1■ el■10 ■1minim I■ ■I■ ■1nl■ sluillolullsialMimi■ 51■1■t1111101 Ot Mimi midst■1.1.1. a A �3 1■t■t■1■ 31st■{■1■ ■t■t■I.1■ ■IMimi ■i■ ■1■1/Imin �• ■1■t■1■It ■i■ ■I■1■ ■I.IminisiGni■I■I■I■ mi mist Simla.. 1111111015145151 lot Nolas at miniqui■1■1■t■ /1■1■{■I■ .. ■Ist■1.1■ sl■1■I51■ ■1.1■1■1■ ■1■1■1.1■ ■IMimi ■IMIN 6 ■1■1■I mist at alaul■l mini E14 C r � ■t■1■1■t■ ■1■I.1■1■ /1■ ■151■ ■t ■1■1■1■ ■1■t■151■ • ■lei ■I5t■ al 5131111 nominal■t■I■ ■1■i■t■1. ■t■1 ■t■1■ s 00 aao 0000 vooe 00000 00000 MONO 0 IMMUMMOMMMMEMOMMEMEMEMEMOMMEN I000000000.000._..MM..MoM.M_O ONE ■tIrimmmmmmmmmmomMONO MOON MONO ONE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627)_ Field Review Form Street: Holt Ave Field Review By: RSM A: PREVAILING SPEED DATA Location of Survey Date of Radar Sample 85th Percentile (mph) Location: Irvine Blvd -Newport Ave Checked By: Josh McDonald Mid Point 3/30/2004 27 No. 35 Time: 1:26pm-2:15pm r%r% -r-r% i i.■i-r ^uwwill%_c Vac 10 mph Pace (mph) 20-29 Percent in Pace 90 Posted Limit (mph) 1 30 B: ACCIDENT - HIST RY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 1.5 C: TRA FFIC FACTORS . ... ... .. ..... p. e. Average Daily Traffic 61106 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal Irvine, Newport Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Few On -Street Parking Mostly red curb Other (Specify) D: ROADWAY FACTORS Length of Segment (Miles) 0.1 Vertical Curve None Horizontal Curve Slight -moderate "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E. ADJACEN T LAND USES Business,commercial, Mervyn's Shopping`Cen#er RECOMMENDED SPEED LIMIT 25 MPH r%r% -r-r% i i.■i-r ^uwwill%_c Vac I =u �m1 I 1 �~ rl 77 7V i 10i=W ■1■111 ■1■ ilii■1■1■ t1■slutelffolof Blinn ■1 ■t■i■ ■1 ■1■1OMNI ■ ■1■1■ lot 1181■ ■i ■1■ iffol ■ ■ ■la10151012 ■ ■ ■ ■ ■l■ ■ AN ■Int■ ■1■ ■1 ■ ■1■ ■1sl■ mist■■ ■1011■ :.l ■ ■t■ Itis BI■1■ ■ ■ ■1■■ ■ ■1■ ■ ■ ■1■ monist 01510001 s ■ ■1■ atmialufamim*M1011 ■ ■ ilii■ tl Blit■ stn ■ min ■1 ■1011■ ■1■ :• ■ ■ ■ ■ ■t ■i■ ■ ■1■ 0111■ ■ ■11■ 1125101!011 ■ ■11 ■ ■ ■ ■ ■ ■t■ ■ ■ ■ m ■1 ■ 0111011 ■ ■ ■ ■t■ ■ ■t ■ ■1 ■t■i■ ■1 ■1■1OMNI ■ ■1011■ M ■ ■ ■ ■1■ ■1st ■1■ ■ ■I ■ ■ ■I■1■ ■1■ ■ ■ ■ :■ ■ ■ ■ ■ ■l■ ■ am ■1■ ■ ■ ■t■ ■1■ ■1sl■ ■1■ ■1011■ ■ ■ ■1■ ■tit■ ■ Q ■ stonsistainin ■ ■ ■1■t■ ■t■ ■ ■ ■1■ ■1011■ ■ ■ ■ ■1■ ■1■ ■1■ ■ �■ ■1■ ■ ■ ■ gigolo■ ■1 at mineet so ■ ■t■ ■t■ ■ ■1■ villain ■1■ ■1011■ ■1■ ■1011■ ■1■ minim ■1■ ■ ■t■ ■{■ ■ ■t■ ■1■ ■1■1■ ■t■int■1■ ■1■ ■1■I■ ■1■ ■ ■1■ ■t■ ■I■1■ ■I■1■ton ■n■ ■1011■ ■1■1011■I■ ■1■ mtst■ ■I■ ilii■ ■t■ ilii■ ■i■ slot■ ■1■ mini■ ■1■ ■ ■I■ f■ ■1■ ilii■ ■1■ ■i■1■ ■1■ ■i■I■ ■ ■ ■1■1■ ■1■ ■ ■1■ tl2101012 ■{■ tl■1■ ■111111■1■ ■i■ ■1■1■ ■1■ ■1■1■ 118131■1■ Rini ■t■t■ glal NI 1001131■1■t■1■ nt of MINIS143 ■tv ■t■1■ tl■1■{■1■ ml■t■t■t■ ■t■t�l■1■ ■t■1011■I■ L1 ■I■i■i■I■ ■I■1■1■!■ ■!■1■1■1■ ■1■1■t■1■ ■1■!■111■ :: ■1111■1■1■■tt1■1■!■ Rimini ■t■ ■tmi■1■1■ ■i■1■i■1■ list ■I■i■ ■I■10101■ ■I■1st■1■ st■t■1■!■ ■1■1■1■!■ ' list ■1■1■ ■1■1■I■IM s1■i■!■t■ ■I■1■1■{■ ■1m1st■1■ C also 11■1■ ■Ion staltulat ■1■1■ ► f 1110 mini 50151011 Riot ■ ■t■1■ 0!1i. IIIIIIIIIIIIIIIIIIIIIIIIIIII Immmmmmmmmmmmmmmmmmmmmmmmmmmm Immmmmmmmmmmmmmmmmmmmmmmmmmmm immmmmmmmmmmmmmmmmmmmmmmmmmmo Immmmmmmmmmmmmmmmmmmmmmmmmmmm immmmmmmmmmmmmmmmmmmmmmmmmmmm 1MMMMMMMMM■D■000000000M0MMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Location: SR 55 WCL -Pros ect Ave No. 36 Street: Irvine Blvd Checked By. Josh McDonald Time:12:10pm-1:20pm Field Review By: RSM • -PREVAILING SPEED DATA A. T ation of Survey 17421 Irvine ate of Radar Sample 2/17/2004 85th Percentile (mph) 41 10 mph Pace (mph) 33-42 Percent in Pace 67 Posted Limit (mph)135 B: ACCIDENT HISTOR Time Period Covered (months) 36 Speed Related Accidents 35 Speed Related Accident Rate Annual (Acc/year) 11.67 Accidents/MVM 1.64 TRAFFIC FACTORS .......... Average Dail Traffic 9 Y 33,529 Lane Configuration L 9 6 Lanes Total -Painted Median Signal Freeway, Yorba, B Street, Prospect I Traffic Controls Crosswalks At Yorba, B Street, Prospect Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Raised median, bus stop D ROADWAY FACTOR Length of Segment (Miles) 9 0.58 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E. ADJACENT LAND USE 5 Business, commercial, freeway RECOMMEND ED SPEED LIMIT 40 MPH - - _ w w 0`7 W TOTAL - SPS ZONE SURVEY coca 00000' 00 000 OOOCC 1212131313 Tu 5)6;N 0� MMMEle Y 1z v r.,, LD WEAT� 13y PARTLY CLOUO'Y MOSTLY CLOUDY FOG RAIN . .A-nCN (Sr.. NAME) S S (,JCL) � 'PROS _ C_ -r RaQ SURD OTFfE� Q _ -olow ��) -S1Z . (EXPLAIN IF OTHER) . EtrT10N N8 ROAO (�NOTi10N FAIR POOR MRVATION POINT SPEC l.Ullr ALSO NOTE IF S PARKS, ON-STREETPARPMW3. HEAVILY USED ORWYS. 2 � PE OF 4BSERVATiONS � � / /G PEDESTRIANS N�tUM� HIGK ' IE OF OBSERVATIONS: DATA COI LECTIO i 2 / D - / : 24 08STRUCT1 A►F�ECTING s� AM TREES. SHRUBS 131.% vtSA81UTY. HILLS. CURVES TRAVE..TO SITE o : a ROA13WAY SEGWNTLENGTH . � MILES SEGMENTLENG H, ETC. _W (ecrN uMresy SNUM8ER TOTALSITE OF LANES. (THIS OIRE=ON) INIIIAENTS � - r s> � -+ DIRECTION (OPPOSITE ) 3 nII aaa 00000. 001311311.. 1313121311 TOTALBOTH DIRECTIONS 900121 IIII 12011 as aaa. 013131311 STRE3'lAl M CURB TO CURB (FT) `3 ' aaa 13E 0001313 QIIaaa 1313121211 DATA COU.ECZION METHOD �Z4�� •'� cocoa 0000[l 1312121311 013131313 - DEVELOPBAEN11 RESIDENTIAL INDUSTRIA OMMERC n•%a.v.A.,v. .�.:� TOTAL ' 2013130130 (3130 1311 (313013111311[31313* 131213110: 21 131100E 0013013 (31213130. 130 13012'. 12012012 4 22 f 0 [3[312 [20 0012 120131212 [2000[r an 12121 Z3 1113131311. an 131211 [30121212 1313131311 1312131211 24.13111313EI 1312131212 =1312 z 01213[1:1312131311 4 25 80 01213 1312.13[1131313 Qa 12011 1311121211 4 2E' ■0II13a (3a 131311 130 0011 00,0011. an 13III 1 i N 0130 13 11 12 0 [300 an 0)1 a 0. 01311 12s 013 2 23- Mil [31312. 12130131 an a 131311 n 13011 an 1300 A- 29 1"912 [2121311111312.1201. 01212121113131313E 30 111WIt 1312 [2011 13QII011 01211 000011 t z 31. J190a11 12130a11. nII 01311 130,1301 01113131121, 3 37 -'Mg [IIII QII QIIQ (2n QIIQ. 130 0012 001/1111 _ 5 33* BE 11111 (30.131311 as 0011 012 aQQ 1312131312' 34- §0599 0120aQ 0120II10a012a. 00,aaQ 4! 3s ®fling gVEaff 511119 1213131311 13001212 7 36 In.[IS& on [31312 an 13012 IIII aQQ 0121212 Q. 9t 37'1311Sli. RBIA01z 121201211 131213120 1312131211_ _ 38 §11KNE 111 QQ11 1211aQQ 12121101:r 1313 aa11 7 39 §5595 59 OIILt 1211121212 1312131212 120,1100. 7 40. allWM§ SM 131311 (2[3131312. 1212121111 12013011 41 §j "W 113130 (3 11 a 13130, 00121311 as aaa 4z N§ NMI[ ®11and [30121311 1312aQ12 01 300[1 4351116120'II1-3131311001311120131312121:113131312. 44- S1100[l (20 13011 131201212 0130111: 13131313[. 45 ®N-aotl [3[3[3[30: 1201131311 130131311 130131311 2, 46 5613130. 0130011 [213131311 131113011 12013130 Q 47 an 130[2:1313 also [30130a. 013131313: 1313131111 1 48. �� �a[: aaOIIEz 1213 [31311 13120013 Qts 131311 21 '49. JIM -[30Q 1211 (212131211 1312121311 1311121312- M 11a1313Q 131213120: QII131311 1301M[? 1311131211 51 [3[2131311 1313131311 Q[2aaa. 1311131311 1313121311 5Z as 1313¢ an 131311 130 131311 (31213 01113 M 1312QQ11 13001211 [100130: 13120130: 1312013EL 54 00.0[11 130121313 (312121311 131213 01213011 ....10111111111111 ..... 11010106510110MINOR■■■■ minimal■■ ■■■ ■1■ ■■■ .■...■11111111111111110 I ■■ minim ■■ ■■I■ ■■ aim ■ ■minim■ ■■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■o■ ■■ ■■■ ■■ ■MIMESIS ■■■ ■■ ■■■ ■■ ■■■ •� ■■ ■■I■ ■■ A01110101 ■■ ■■ ■■I■ ■1■■i )IRE-Cn0NCOMBINED • W TOTAL TOTAL 120012 00131211 1312121212 QaQQII QQQQQ coca 00000' 00 000 OOOCC 1212131313 a aaa 00 000 00000 cocoa an 131311 ; MOOD'. cocoa. 00121312 IM1313EI (312131211 II 0,[a as 13[11 as 01311 012>?aE 1212 UCEI 0120[3 anaQQ 00`13011 01301311 1313131307 4 0 aaa 0001311 013 01311 13013131s 131213121 E[20[1 00013G, 00121313 00 aaa: 1112131311 _ 12 aaa. Cocoa 00 0CE1 1313aaa 1213ana. 190012 (212121311 012131312. 13120[[3. (213 0012 �a11 013131312 Q1112aE. 1312 [1211 1312131311 t 00000.00000 01301311 131212011 ��� SII aaa.an [21313IIII 01312 1213121211 nII aaa 00000. 001311311.. 1313121311 900121 IIII 12011 as aaa. 013131311 ���Q aaa 13E 0001313 QIIaaa 1313121211 s mag cocoa 0000[l 1312121311 013131313 - SERVE. aff-1212[. 01301312 1313131311 0110011 ■�12. 01313119 as 01211 0.13ana IIII aa11 00 0aQ 130130[3 012121211 WE NEW 11111180 11012QQ (312131313: 121212 11 JEWME. aef moa cocoa cocoa. 00,0011 M Wa13: cocoa, 000012 cocoa: 013 ana • X10131213' 1213121311 1313131212 1312Qn11 1312(2121[ 13121311 as 131313. 0001311 cocoa. 00.0011 :... ..... .. ■■■ ■■ ■.■ minimal E :. ... ..... .■..■ 0011111111111 animals 1111111110111 1 elm moisten molamis :-■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■a ■■ ■■■ �.... ....■ ....■ ..■.. ■■■■. [NINE 1i��■■.■■.■.■. ■■ ■■ ■■ ■■ ■■■ 1111111110111111 I■■■■ Maisie ■■ ■■ ■■■ ■■■■ MINIM ■ ■■■ ■■ 0 ■■ ■■■■ 0101111111111 MINI■■single ■■ ■ ■■■ ■■■ ■■ a ■■■ ■■ ■■■ ■I■ ■■I■ •■ minim■■■■ EE loans ■■ ■■■ 111111111101man■ ■v■ .■ ■.■ ■■ ■■■ ■■ ■■■ ■■ minim ■ NIB ■1■ ■■ minis ■■ ■■■ Kimmins ■■ ■■■ MINIS ■■ ■■ ■■■ ■■ minim ■a ■■■ ■■ ■■t■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■Bimini 06310101 al 0 ■■ ■■■ ■■1010101 i�00000000000���������������■ i0000000000000��������������■ i00000000000000�0�����������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form OOCCM I MIT rWAK1r1= No Street: Irvine Blvd Location: Prospect Ave -Newport Ave No. 37 Field Review By: RSM Checked By: Josh McDonald Time:1:39pm-2:27pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/11/2004 85th Percentile (mph) 42 10 mph Pace (mph) 34-43 Percent in Pace 70 Posted Limit (mph) 40 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 25 Speed Related Accident Rate Annual (Acc/year) 8.33 Accidents/MVM 1.33 C. IC FACTORS T.RAFF _ Average Daily Traffic 28,602 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Prospect, Fashion, Holt, Newport Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking Yes, no stopping anytime, no parking Fri 9am-1 pm (N) Other (Specify) Raised median islands D:ROADWAY FACTORS :. 010, Length of Segment (Miles) 0.6 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium . E.. ADJACENT LAND USES. . business/commercial, elementary school, residential (N.F} RECOMMENDED SPEED LIMIT 40 MPH OOCCM I MIT rWAK1r1= No SpEED ZONE SURVEY 1 � 51 � oesER rTYWEATHER. L � OU13Y PARTLY CLOUDY MOMY CLOUDY FOG RAIN ol TION (ST. NAT) r / .�,� o _gr r -c 'T ROAD SURFA OTHER ,� iw , (/TN) (SIN IF OTHER) (RECTION NO SB ESV, ROAD CONDITION FAIR POOR SSFRVATION POINT �'` �' - 1 �9 ;' �, �`Emmo ALSO NOTE IF SCHOOLS, PARKS, ONZMEET PARKING, HEAVILY USED 0RWYS9 0 ED SPEED LUIMIT �-; � �• PEDESTRIAN MEDIUM HICa�t � ,: IA OF OBSERVATIONS • DATA COLLECTION -� ' - ? ' OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCiaNG \/IS,ABIUTY, HILLS. CURVES �► IME OF OBSERVATIONS. ROADWAY SEGMENT LENGTHMULES TRAVEL. TO SITE � � � SEGMENT LENGTH, ETC. (BTM LIIIAITS) TO TIAL NUMBER OF LANES (THIS DIRECTION) _ /01111 • ," �' .'�' 0 7 (OPPOSITE DIRECTION) TOTAL DOTH DIRECTIONS - STREET WIDTH CURB TO CURB (FT) . f - DATA COLLECTION METHOD - DEVE.OPEMENT. RESIDENTIAL INDUSTRIAL G0,_„_�E$C C 3 cr !.- ; DIRECTION C E; C- ON �- 3 r% t TOTAL L.+�-�.,,;;�.� � � / � COMBINED TOTAL 3� ITAL ❑0 0❑ 0[313 ❑[3 000 20 oa aaa a[3 oaa as aaa 013000 1113131313 as a 13 [313 ❑0 [31313 01313012 001300 1313131311 13 aaa 131301313 131301311 0130130 Oa aaa 21 011 aaa Oa aaa i2 ❑0 aaa 1[3130[313 a❑aaa 0130130 00 aaa. oaa Oa aaa ❑0 aaa QQ aaa as ana a Q00aaaaaa 11013013 00 aaa 00 aaa 01313130 013130 013 aaa 00 aaa 00131312 as �, 24 0001311 ❑12131311 a❑ aaa 0013130. 130131312A a aaa --13131313[l ❑a aaa 1312131311 130 aaa 130 aaa 00 aaa as 01313 a a 01312 ❑0 aaa. ` - -" 013 aaa 001300. as 000 � a 13011 1311131311 0001311 Oa aaa 0120131125 a aaa ❑❑oaa ❑0 aaa 00 aaQ 1313131313 26 0[3[3Oa 0001312 - -' 0012' 1313 [3[30 130 000 ❑0 0013 00 Qaa ❑a 00 aaa 0013113311 ❑ QQa 13111300. aQ aaa oa aaa 131313012. N-000 QQ aaa 013 aaa as aaa QQ aaa 3 ®110 °D 1113131311 °a 01311 29 �aaa0 013aaa. aaaaa1313013[3❑QQQ 2 t Eaa 130131313. QQaaa asOaaasaaa !. .�z 30 @[1E0 [31313 ❑0 ��B aaa 00 0013- 1113131312 as Qaa � E E11Q 00000' 00 0013. OO OQQ 0130130 0001311 ❑a Oaa� � ���. ❑a aaa. 013000. z 31 00 aaa 130 [30[3 0131300: �� aaa aaa 00 aaa. a❑ aaa s _ 3z ®e aaa °° °°Q °Q OOQ : as - H Erna 00 aaa ❑❑Qaa013 Qaa 013aaa ®®a 1313121311 13131300 DOME 0013013 33 019 0®a ❑13111311 130 Oa[3 ❑0 aaa - 313 ®CI". ®8 ®EO ❑a 111311 1313 aaa ❑0 000 era [3121300 QQ 000 0001311 00131313_ 4. 35 IM 1191. as 0.90 EillillE �0 0130 00 0[3a 00 aaa 013 aaa ❑a aaa E®s. 0130012 1313131313 00131312 13 QaQ ®�®® BE 10013 1313aaa 130 aaa QQ aaa 36 ®E ®199 MOO1111 37 ®� ®®�: �N ®®a. ❑❑.[31313. 013 aaQ 0013[3Q � - � 1312131311 a❑ aaQ aaaaa � aaQ ®eE. ®� EQO a Q 000 13130130. 0001313 MINE ®e aaa aaaaa ❑a aaQ (213131313' 38 ®M 111 ®a 39 ®ll®NE EBR❑a a 0 aaa as aaa 012131311 0 ®IlE EE 111[2 00 000 1311000 a❑ 000. 40 �®®�e �� ®�® �� aaa 1313111312 013 a Q11 � 0❑ 0012 ❑[3 aaa MOOD ��®�. ®E�oa aaaaa 01313130 00000 E EEE* 11®E❑ 0 131313013 131301311 0❑.Oaa� . 41 ®® ®Na ❑[3 1][313 aaa as [3130 o0' aaa t 42 ®®�EE 00 01313 ❑a a 130 013 E.®oEf o0 aaQ ❑0 aaa QQ 0011 Q❑ 1300 E E®0 1313 oaa 0[3 Qaa aaaaa aaaaa. jq 43 ®e� ®®a aaaaa 13111113D. a[3 aaa - 44 Sao. 000011 0000 013131100 0'o aaa i � aaa. aaaaa aaaaa. aaaaa ❑❑aaa � 45 [][3[3[3[2, ❑13 aaQ 0 0012 110131111 00 ❑a aaa [3o QQa_ 1313111313 W aaa 00111311 0001313 131201312. 1311131111. a 1313.000 [3a oac.aaaaa ❑aaa 00 asa y 46 �E 51000 000. -- ❑a 0130.. QQ QQQ 013 aaa 4T ®0 aaa as QQa � E aaa aaaaa 01301313 aaaaa as o �.Q00 Oaaaa aaaaa. 131301311. 1112000. �� EO aaQ a[3 aaQ o[3 aaa. aaaaa_ 131313012� �, an �2. 49 ®�Oaa ❑a aaa a[3 aaa as aaa. 012 aaa l ❑Qaa aaaaa ❑0000 aaaaa.as oaa 0 513 a 0111 Oa 0120. OQOOa 0013011 00 QQa 51 ° 00131312 01301312 130 aaa ❑0.0130 0 a aaa. Qa aaa 013 aaa 131301311 13121313 a. O OOa: 00 a0a 00131311 131313011 13131313 ®aoaa: 0013011 0013[30 ❑a aaa. _ 52 [1[3[3[3[1- 0[3 0[313. Q131 � 53 � aaa 130 aaQ aaaaa- 00 aaa 00 53, 0 0130- Q aaa 121301312 131301312 131313[3[1. 13001311- Q QQQ: a[3 aaa 00 131311 aaaaa 1313131311 as aaaaa 1311131211130,131312121213131101113111L{ 0000. Qaa . as 00000 011131311 130.1313115¢ 55 Qaaaa Qaaaa 13[1131311 aaaaa. Qaaaa QaQQ aoaa a. Qaaaa- aaaaa .aaaaa 011130a 131101211 ❑a aaa a❑a00a0a13 56. [][1[31212 000011 00,0011 Qaaaa aaaaa 5T 1312131311 aaaaa aaaaaaoaaa 0130 Qaaaa ❑00013asoats 01313011 58= °Qaaa aaaaaaaaaa aaaaa Qaaaa aQaa013 aaaaa aaaaa aQaaaaaaaa aaaaa aoaa Qaaaa oaaQa aaaaa aaaaa 59 131201311 aaa } _,- __....-9-w- r"worevr�Irv- r?rTrnMM nrTrrnrr nrrnnrT nnnnr-r n1inQQ 13131300. IE300000000000000MOMMOMMOMMON■ I00E300E3000E300000MOOMMOMMONOW■ I000000000E3E30E30E3MOMMONOMMOMM■ IDDMOB000E30E30E3E3F:3MMMMMMMMMMMMO INN©©M©M©©MMMMMMMMMMMMMMMMMM■ IMM©©�M©©©iii©iMMOOMMOMMOMMO■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Irvine Blvd Location: Newport Ave-Charloma Drive No. 38 Checked B Josh McDonald Time: 12:25pm-1:39pm Field Review By: RSM y� A- pRFvoiLING SPEED DATA f Length of Segment (Miles) 0.3 Location of Survey Mid Point 36 Date of Radar Sample 2/11/2004 85th Percentile (mph) 41 Speed Related Accident Rate 10 mph Pace (mph) 33-42 Percent in Pace 78 h 40 Posted Limit (mp ) `ACCIDENT HISTORY Pedestrian icy Truck Traffic On -Street Parking Other (Specify) D ROADWAY rAV vrc Yes Most part of curb is red Length of Segment (Miles) 0.3 Time Period Covered (months) 1 36 Horizontal Curve Speed Related Accidents 17 Fair/Good Speed Related Accident Rate Surface Condition Good Annual (Acc/year) 5.67 Accidents/MVM 1.46 C:TRAFiC FACTORS Driveway Density Heavy Average Daily Traffic . _ ce.n#ec church mer sho ng Busyness,, com s PP 359523 40 MPH Lane Configuration 4 Lanes Total -Painted Median pTrafffificControls Signal Newport, Old Irvine, Charloma walks At signals /B' cles Yes/Few Pedestrian icy Truck Traffic On -Street Parking Other (Specify) D ROADWAY rAV vrc Yes Most part of curb is red -... r Al r% Length of Segment (Miles) 0.3 Vertical Curve None Horizontal Curve Gradual "S: curve Lateral Visibility Fair/Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E ADJACENT LAND USES. . _ ce.n#ec church mer sho ng Busyness,, com s PP RECOMMENDED SPEED LIMIT 40 MPH -... r Al r% SPEED ZONE SURVEY Ty *10 OBSERVE Z_v -rig 5z WEATHER- CLOUDY FOG .,__sjwwF7cLOuDY PARTLY CLOUDY MOSTLY RAIN )CATION (ST. NAME) AOO�O _ROAD ROA13 SIJRFACE!��R OTHER MITS (BTN) r- la.4 't 0(EMAIN IF OTHER) IRECM TION NB SBd3i'& 'ROAD CONOW :90 FAIR- POOR BSERVATION POINT ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARKING, HEAVILY USED ORWYSt OS I SPEED UL411T PEDESTRIANSAw� LOW- MEDIUM- HIGH 0 ATE OF OBSERVATIONS OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS SLOCNNG VISABILITY, HILLS. aJRVES IME OF OBSERVATIONS: DATA COLLECTION. /2-.'.z5- -/. TRAVEL TO SITE /,40%.- t`4 ROADWAY SEGMENT LENGTH MILES BTN SEGMENT LENGTH, ETC. 'i ( LIMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) MMENTS (OPPOSITE DIRECTION) :OTOTAL BOTH DIRECTIONS. STREETWIDTH- CURB TO CURB (Fr) DATA COLLECTION METHOD DEVELOPEMENT. RESIDENTIAL INDUSTRIAL DIRECTION I..- DIRECTION U/0 2,9 TOTAL COMBINE TOTAL TOTAL. 20 [300013 1313 000 (313 131313 13-13 [30 [313131313 21 00 000'1311111113 1313000 -1113111312 (1131300 (30 0013 11 [10012 1312131312 1311111311 22 []13 0[313 00 0013 1100013, 130131312 11111313[l - 23 (313 13130 (30 0012 1113 131312 111113 13 11 131301311 n[3 01312 CIE] 1300 00 000 00 000 00 0110 00 000 00 000 013 000, 130 13011 130 131317 24 000013 110 [3011 130 0131a 1213 013[l 1213 130[2. = 13 0013 0[3 [1[3[1 00131313. [30 01313. 00111311 25 CIE] 01312 013 00C [30131311 131313012 13131313 1313000' 26 00 0013 11[1 [3[312 00 0013 1113 [3011 00 131313 0000a 1313131311 1313 131312 1313 13 aa 1313 01312 013 13013 00 001 011131313 1313131313 V [][] [][112 C10 002 013111311 00 00a 011 1113 28 00 Cl[l[l [3[1 [3012 [30 0013 00 131312 1311 01312 00 [3112 00 0130 00131313. 00131311 1313 131312 r1l][31313 01313013 [113 13131:1 00 01313 1313 131313 29 0113 13013- 1113 13130. 1313 131311 130 01311 1313 01111 13 1][313 (313 13133 1213131111 1313 01313 1313 131311 30 ME 1111t ®E 000 [30131313 013 131311 1313 1313 Z.- 31 ®[i[ 00[3 [10 0130 1113 111111 13111313EY 13013011 s 13 111111 1313 111211 00131311 1313 131313 1312 131311 0 0013 00 000 [113131311 1313 111313 1311 111313 32 jj8j[][1[3 [I D [10 G 00 G 0 G 1313 01311 1111 1313 C? 33 IJS IN §01' 11110110 G [3 111113' 1113 1110 [20 0013. IRIESM13. 1112 0013 1313111313. 130 131313 00 131313 is ®Oa D D 0 G G 013 [3[3[1' 130 0011 1313 131311 P 34 Will§ff ®S 1100 00 01311 131201312'. 1311000. [E fflit ME @1313 012 131313 [10 131312 1313 111111. 9 35 JIM M 11[1* JIM 1100 00 131313 ❑1313 131311 1211 111313 9 36 EE EMIR 1JE30013 [30 11130 1113 11011 1113131313. /0 111911ifff R IS MCI [311 01313 DO [3011 [30 130 a INNS ElliliEll C] D 131313. 00 0013 1313 01313 G 37 m[gilmig IME3000 00 01113 13 0 0001 1112 131112 /0 38 [10 131313 1111111311 1313 13111:1 Xamoa 119111111 [30 0[30 [3001313, 130 131312 EES 9 11 IERG [3[3 [3[3[3 [30 131312 07 39 111RISS 93 000 [3[21313G 1313 131311 131111120 N jilp Eli-E11W BE Era 1313 1100 [3E3[3[3EI S? 40oill fill[ ®E @0 G [10 0012 00 000. 13131313 1 41 ME Naff 1[3[3[3[l (30000 1112111113 013 1113[1 1 Eli INEIN. 1111 NZO 13131300 00 000 00 0012 Eli 1910 118ING (113131312. (30 0013 [10 01311 4 . 42 ®®®®e 912131312 1111111311 1112111212 13[1 [3[3[2 -5 43* SM ®IB®- [1[] 0[3[3*. (1a 000 00 0131. 00 0013 2- NIVE09- 1313 0110 [3[3 [3[3[3 00000 1313 131311 law 000 [30 000 130000. 00131312 .1313 131311 in MIE ff (30 0131a 00 000. 013 0012 1312 131313 9�_ E 0012 00 01312 1313 01313. [313 01213. 13120130. W1 ,E .45 19®®0.110 0013 (3130011 013131311 013 13 z 46' MR111313' 1311000 00 000 [111 111312 130 00[a 0013 00 000 013 0013 00 01313. [313 131312 n[3000. 013 000 00 131312 DERIOU 1313nrin -0- 4T 131313 INUDE1 1300013 011131312 000013, 0 00 000 00 000. 0G013[1 as aaa 0 48 [3[3 [3[3[3. [30131312 013 131311 0131313 12. 49 [3[2 013[l GE100EI 1312 01311 01301313. 13001313' 013 131313 [30 0011. 00 [300. [30131311 M[1 [2[1[3 o[3[30[i 00 0013. 013 0013. [113 130[l OQ OaQ13000[1 00 01211 1313 00[1 13 0[3[1 [30 [1[31a GE100[j. DO 01311. [313 0 51 0001311 00130[1 131301311 1312130[1 mr-10[20. 00 00[l 00 000. 00131112 00 1301L 57- n[1 130[1 00 01][1 00 00[l 00 0130 1313 131311 53. ❑a aaQ 130 [31][1 00 001 0EI013111111311131:1 13 13131:1 00 111311 000CE1.1313131311 1311 131211 54 (113-131211 000011131112/112 [3[1131111 011131301 [30000. 0001311 [3001311 [2[1[IE3[2. [3[100EI 55 [312(3[3[1 1313131311 1312(3[3[1 0[113 - 13[[[3[3a 1113011 1312131111. 130.00121312000 [3001111 56.[][1[3[2[l [3[1 13[3[1 01201311 1212131311130 131311 11[2 131211 013013EI [2201311 1311131311 000131L 57'[][1[30[1 1313131311 OE11313[l EI[I[3[3[1 DE1131311 13131317 1312131311- 1112131311 131113131100 0011 591- 0[3 [][3[l [3[3 [1[3[1 [1[1[3E][l 1311[3[1[1* 00.0111 _11000[l.. [3[3 [3[3[1 [3[3 13[3[1 013 01311 [313 131111 59- [3[1[]O[j [313 13131:1 012121311 13130GE1 1111131311 012 0M DE1131311 [3[3 0[3[1 [3[1[1[21 [3x:000 rT lmmmmomommmmmmmmmmmmmMMMMMMME lmmmmmmmmmmmmmmmmmmmmmmmmmm lmommoommommommommmommmmmmmmo IMMUMMOMMOOMMOMOMMMMMMMMMMMME 100 0000000UMMOMMMMMMMMMMMM��■ J00000E30000MM0MMMMMMMMMMMMMM■ 30000000000mmommmmmmmmmmmmMM■ 30000000000000mmmmmmimmmmmom■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form NrkC1-r% 1 IRAIT ALJ A AIi=C NA Street: Irvine Blvd Location: Charloma Dr -Red Hill Ave No. 39 Field Review By: RSM Checked By: Josh McDonald Time: 11:25am-12:18pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/11/2004 85th Percentile (mph) 44 10 mph Pace (mph) 35-44 Percent in Pace 76 Posted Limit (mph) 40 B. ACCIDENT HISTORIC Time Period Covered (months) 36 Speed Related Accidents 7 Speed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 1.38 • . dTO R D. .TRAFFIC Average Daily Traffic 35,523 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Charloma, Red Hill Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No Other (Specify) ADWAY FACTRS. D: RO _ . _ _ .O ..... Length of Segment (Miles) 0.13 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Few E ADJACENT LAND USES Commercial, resider►tial (non -fronting} RECOMMENDED SPEED LIMIT 40 MPH NrkC1-r% 1 IRAIT ALJ A AIi=C NA C cCTION `C 1,7 3 C, )TAL - 00 0013 00 aaa 0 as aaa 20 21 00 aaa 130 aaa 00 aaa 1313131313 22- as 000 00 aaa 00 aaa 00 aaa 23 ❑0 aaa. 00 aaa 00 aaa 00 aaa 24- as aaa, 1313131311 131301311 111301311 DIRECTION L4.) i3 TOTALemodwasom 0-2,1017 0 13013 00 000 0013013 SPEED ZONE SURVEY 1100013 • oBSERVE� 00 aaa 013013 WEAT HM,. S~ CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN a T10N (ST' _ C,LI r F7IIRECT10N ROAD SURFACE DRY OR OTHER' 0130011 00130 (EXPLAIN IF OTHER ) NS SBJED08 00 0013 ROAD CONDITION. 44W FAIR POOR M 1. )S.ERVATION POINT 00 aaa ALSO NOTE IF SCHOOLS, PARKS. ON -.STREET PARKING, HEAVILY USED ORWYS, 00 ED SPEED LIMIIT oil . '�. J � I ; � � PEDESTRIANS LOW MEDIUM HIGH OF OBSERVATIONS DATA COLLECTION Z �- - 1 l OBSTRUCTIONS AF'F'ECTING SPEED AS: TREES. SHRUBS BLOC39NG VISABIUTY, HILLS, CURVES IME OF OBSERVATIONS: TRAVEL. TO 9M I M : N ROADWAY SEGMENT LENGTH • LILES 1313aaa SEGMENT LENGTH, ETC (BTN LIMITS) 00 000 TOTAL NUMBER OF LANES (THIS DIRECTION) , j r3 YA ,�/ (OPPOSITE DIRECTION) ;OMAAENTS : �✓"' TOTAL BOTH DIRECflONS - 1313 [3 011 00 aaa 5All STREET WIDTH CURB TO CURB (FT) C. 00 0013. 00 aaa - 00 ®aa ®0000 DATA COLLECTION METHOD 00000 131113013' 00 000 1111000' DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL C 3 r C cCTION `C 1,7 3 C, )TAL - 00 0013 00 aaa 0 as aaa 20 21 00 aaa 130 aaa 00 aaa 1313131313 22- as 000 00 aaa 00 aaa 00 aaa 23 ❑0 aaa. 00 aaa 00 aaa 00 aaa 24- as aaa, 1313131311 131301311 111301311 DIRECTION L4.) i3 TOTALemodwasom 0 0 0 00' ' 0 13013 00 000 0013013 00 aaa 1100013 00 [11313 00 aaa 00 aaa 013013 00 000 130130 00 aaa.013130a �. o❑baa 29 1100130 0130011 00130 00 01300.0121a 00000 013 1300 00 0013 131213012 25 [313 0130 131301312 as aaa 00 aaa 1301303 2s C]00013 000011 000011 00000. 00000 2T 00a aa13 0 aaa 01313012 0001311 01301313 �. o❑baa 29 1100130 000000.0001312 130 000. 13131313 00 aaa 013 01313 00000 0 13 130 12 00000 013 1300 3 30 0 1100012 13131301:1 1313111313. 00 aaa Z.. 31 M10.0013 013000 1311131312 1113131313- 1113130131 3 Z z OR00a 00111111 00 aaa 131311130 1313aaa z 33 011 [3[112 00000. 00 000 1313131311 0130011 - 34 ®E 01312 131-3131312' [10 131311 13001313- 1313131311 4 35 ®il®0l: 36 M®O®IE 00000. ®1111013 1313 [3 011 00 aaa Da aaa 131313131:1 00 0013. 00 aaa 09 37* ®0 MM& - 38 ®® 00� 00 ®aa ®0000 Daaaa 013 aaa 00000 131113013' 00 000 1111000' 0 39 @0 0®JI 1150011 13130013 01301313 131301213 Cl COMBINED 00000 TCYTAL 00000 ❑aoaQ 131:101313 111313130 00 0011 130 DDQ ❑a000 ❑ooaa . 1312131111oaooa 0 mills v son 0 M11111M 00000 0 00 1300' 130 aaa 000013: 01313130. 0 MINIM 0 0 on son a MIM11 oil NEI 11013. 0 mills v MINIM t 0 Sa1300 @[MINI al, a 1 0 loin WE IIIINIIII it 110 0®0 011111-1111 0 1 MINIM coca cocoa 00000 113 0 131 00 1300' 130 aaa 000013: 01313130. 00 aaa � �0a 130 aaaas aaa NEI 11013. [31313131:1 1311131313 0.H01. Sa1300 Daaaa ©��� 130 aaa 012 aaa o 0 SEIB 110 0®0 001300' affEC 00 0013 00 aaa .r ®MIR 0u 0e0 S0130013 Z 40 S® ®01: 5156501 ®0.131312 013 aaa 013 aaa 41 SEWS s0 Marf- 011-N011 0130133 [113 131313 4z jig II u1§016 11001311 Daaaa. 1313131313 43 110190 as aaa 0001313 130 aaa 1313131313 44 ®0.1100' 1301300. 13001311 1313131312 130 0131 a 45 211 oaa. 00000. 00131311 130 aaa Daaaa 3 46 1111*11013 00 0012 013 aaa 0130012 00000' 47' ®0 aaa 131301311. [3131313a. 00 [313120 0 aaa. r 48.1113 aaa.130 [31312012 aaaDaaaa 0001311 49� 1100012 Daaaa Daaaa Daaaa (312111111 50 110131111 [30 111311 0001311 as 00a11313aaa 51. IR000a 00 aaa.. 013 aaa. as 130[1 13120012. 5z 012 ooa. Da aaa 013 aaa 00131311 1313131311131313131153 o0, 0aQ as [3011, [100011 1313aaa Da aaa 01313013 131213 Daaaa Daaaa 00131311 55 as aaa Daaaa 131113 Daaaa 01100Q 56 Daaaa 130 aaa Daaaa Daaaa [313.131311 5T 013013[1 [10,01311 012/3001 0013arx 130131311 5s 013aaa []13[3[3[1[]13[3[3[1 01200[1 012 13011 013 01311 59 130,13011 D120,012. 00.0001 Daaaa [312111311 130[30a. Daaaa 00000 00000 00000 00000, 00 aaa 00 a0a* 00 aaa 000013. on ONE Daaaa ■ ■ ■ ■ ■ ..... 1 ■■ ■■■ .soon 1 .s ono ..... o ■■ ■■s 0 ■s. 0 f io �� 00� �e ��� Daaaa 1313131313 Daaaa sm ®alt MIN 000 00 00[1 00009 as aaa .11151100 00000 cocoa. coca[]. SENSE w1woo 00 000 00130a 000011 00� 0�®aa 00000-00000 00000 affEC 00 0013 00 aaa 00 0011'. 000013 0.S®a o0,000. 00aaa. 0001313 0130011 ®oaa as aaa: Daaaa 00000. 000013, 190011 111301311 130 aaa 013131311 13013013 a as call013 aaa 0130013 000011 moo Elision monal so ME 0 ONE on moo Mason no a at MINI an 01013 =010101010 bones Mason No I min 5 0 min musi_o 5 Minn f -5 loin on not on a 1111111 0 so son loin I viols 0 0111111 Elm is son IIIIIIIIIIIIIIIIIIIIIIIIIIII MMMMMMMM mom 0000000000��������MONO mommom ���������■ I©©©©MM MMMMM M MM MM MM M MM M M MMMM ■ I©©©©MM MMM M MINIMM M M MM MMM M MM MM M ■ I©©©©©©©MMM MMIMM MMMM M M M M MM M M M■ I©©©©©©©MMM MMIMM MMMM M M MM MMMM M ■ I©©©©©©©©mmmmmmmmmmmmMMMMMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Irvine Blvd Location: BrowningAve-Tustin Ranch Road No. 40 Street: . Field Review By: RSM Checked By: Josh McDonald Time: 10:19am-11.20am A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/11/2004 85th Percentile ;(mph) 47 10 mph Pace (mph) 39-48 Percent in Pace 71 Posted Limit (mph) 45 B ACCIDENT HIST RY .....:...........:.............. . Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 0. 19 C: TRAFFIC FACTORS .....:......:............:..:....::............ .. Average Daily Traffic 303323 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Tustin Ranch, Browning Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping anytime Other (Specify) ( P Designated bike lanes, raised median D RC�ADINAY FACTORS : ... .::............ . Length of Segment (Miles) 0.79 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light .- USES E.. ADJACENT LAND Residential (non -fronting} RECOMMENDED SPEED LIMIT 45 MPH yah' SPEED] ZONE SURVEY T4_ 4: � � OBSERVEitTY WEATHER 1a,,,w�T� OUIDY PARTLY CLOUDY MOSTLY CLOUDY POC RAIN ?CATION (Sr. NAME) �N'TS (�) �? ,� , , A) ?'.d ROAD SURFA R OTHEFt (EXPiAiN IF OTHER) RECTION N8 SB�� 3SF.RVATION POINT - ,' ROAD CONDITION FAIR' POOR JSTED SPEED UNIT � -j2NLPH ALSO NOTE IF SCHOOLS, PARKS. ON�STREET PARKING. HEAVILY USED ORWYS, 4TE OF OBSERVATIONS Z/ PEDESTRIANSaiNrEOW MEDIUM HIGH - ME OF OBSERVATIONS: DATA COLLECTION I D ' 14 l / 211 OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCIONG VISABIUTY, HILLS. CURVES i L>1 - GRAVEL. TO SITE /,:�f ROADWAY SEGMENT LENGTH • - w_/ MILES SEGMENT LENGTH. ETC. / .... (BTN UMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) Z OMMENTS ,� 0 . -S ` �� •J (OPPOSITE DIRECTION) - /7 TOTALBOTH DIRECTIONS 'y _ STREET WIDTH CURB TO CURB (FT) DATA COLLECTION METHOD OIRECTION w yO TOTAL 20 100013 0011001 1313131311 11013131 21 aaaaa 000013 13130013 1313131312 22- 110 aaa [113 131312 131313131:1 1313 1313[1 23 00 01313 as 13 OU 1313131311 1311131111 SWAMOW 24. [313131311 130 11011 01301311 INDUSTRIAL COMMERCIAL.. DIREOnON�- - COMBINED (J.F TOTAL= TOTAL 1113111113 n 0 000' 00 000 1313131313 131101313. 13131313[r00 0011'= 0 aaa 00 0013 00 0011 000011 00 aaa 00000n0000.000013 000012 00 00 10 0131 00 0013- r101300'. 00000 0000[l 013131313 00 aaa 131312131111. a aaa 1313131113, [31313131:1 011 aaa 1113131312 30 110 aaa 00 aaa. 1310131311 1313131311. Ell !a !a aaaaa 111 13 111J 0 11 Ellin on a Qa aaa 0 0 1 a 0 010111111111 33 10 aaa son 11101110111 Moslem ONION MEMO Mae millolm !m limin 130131311 1311131313 mooing soon@ -I I'm @IN so solo 011101 so 0 11119111 1111111010 Is ONE 1 MI_m on Ell 30 110 aaa 00 aaa. 1310131311 1313131311. 131313111:1 31 10 aaa aaaaa 111 13 111J 1111131311 111313011 32 11 aaa Qa aaa [11113111:1 1111131113 1113111111 33 10 aaa [30 0012 10 0011 1❑aaa 111 aaa 34 sE E00 00 aaa (30 01313 130131311 1311131313 35 50111311 001310 131301312 00 000' 1313131313 2 36 1[2 1110 (30 01311 00 aaa 1313111113 - Al EE EE11 00 aaa 00111313 1311131313 aaaaa 38 ®aaaa. 130 aaa (30 131113 1311131311- 131313111: ,7 39 EE ®®E E® aaa 00 aaa 10 000' 131313131: } 130 aa0 110 aaa 130 0011 00 aaa n[3131111.131313131:1 ■■■■■ z BE aaa. 1313131311 y MEWED., 011000. Z 11 Aao[2 ❑oaoQ E61ER I1013013 .■ ■■■ ■■■■■ 4 ONES, N01300 solostill on ■■ among on ■■■ ■■ ■106� ONE■■ .■ ■■■ ■■■■■ man0 ■■ ■■ ■■■ solostill on ■■ ■■ ■■■ 11111111111111a ■■ ■■■ ■■ ■■■ 0§1111061 00 0aa 130111312 1313131311 1313131311 00 0130 1313131311 1313131311 1313131311 1213131313' 13110131:1 131313013 1113131111 131301112 1312131312 131313111:1 aaaaa 13001311 10131311 00000 1313131313 01313011 130131312 10001. 00000 01313130' 1101300 0013012 013131312 00001 0000x. 40 §eREff ■affifflff 0000a ❑000a 0000a� ��§s. a��fQ 1313131311 131313[3[J 13131313a� 41 ��ffiffil[31301312[11313131L000ao M��e. �oaoQ 1313131313e@M■ 7 (11001312 ❑oaoQ ooaao aooaa. z 42 SMSMa jIffiffiff 11MG00 130131312 D11D13D N81M11. SNEED 0013130 1313131312 ❑D��Q 43 908§9 90D�D� ❑D��Q ��DOQ �0��� Mffl@8 M�M00 013130a 00000 MOOD. �! 44-6MMN� HlDDOQ (3001312.131301301313131313 1111@9��oaQ a000Q aaooa ❑aaaa � 45 ■ffieffle em000 ❑ooaa aooaQ 13013 0. = � ■M� ��aoQ � � ■Me�� Joao❑ 0000a ❑aaoa 1311131313� M��e. �oaoQ ti 4T ffi���a 1313131311- 1313131111 131111011 ❑oaaa 11§51MIK a000a 48MSeEff 9aaoa 0000a ❑aooa oo❑aa SINEW 0000a N 49ESIMSa aa000. oQooQ aaooQ 0000a 000a onooQ 1313131312. 10 aaa: 1313131311' 00 0011 00000 000012 1313131312 131301311. 1311111312 1313131311 110 aaa [30121311* 131.131311 131213012 1313131311 50 E1KEEg o0' 0011 111 aaa 1111111100 aaa .�0 aaa 111 aaa . aaaaa aaaaa 10000: 51 ®E.®®Q. 131111 111 [2[3[1.113aaa. 111 aaa o a aaa 1111111311111 aaa 1313131311 10 0131 5z ®0 [3011 00 001 [3000a 111 aaa 00 aaa 0000G. 00 00[1 000011 00000'. 0001311'z 53' ®E 11113 10 01111 10 00cr 00'00001313013- 4 o a 0013 as aaa as aaa 001313[l 1113131311 1� 54 ■aaaa aaaaa aaaaa [100011 1311131311aaaa_ aaaaa aaaa11 aaaaa aaaaa 0 55 aaaaa aaaaa aaaaa 111111/1/11 aaaa aaaa11 aaaaa aaaaa aaaaa a 56:. [3120012 00 aaa [0131111 [1[1131311 00 aaa. ` aaaa 1312111311 aaaaa aaaaa 0001111 0 5T aaaaa aaaaa aaaaa aaaaa aaaaa [3001311-01a[31311 aaaaa. 130011 aaaaa 0 58: aaaaa aaaaa 00001 aaaaa 001301 aaaa 130.1311 aaaaa aaaaa 131301311 0 % [3[213131 [313 111111 00.001.aa0131 aaaaa 13001311 aaaaa 1112131311 aaaaa 131113aa lmmmmmmmmmmmoommmmmmmMMMMMMME I© m m m m m m m m m m m m m m m m m m m m m m m m m m o I© m m m m m m m m m m m m m m m m m m m m m m m m m I© m© m m m m m m m m m m m m m m m m m m m m m m m m o I© m© m m m m m m m m m m m m m m m m m m m m M M M M E I© m© m m m m m m m m m m m m m m m m m m m m m m m m mI I©m ©© m m m m m m m m m m m m m m m m m m m m m m m o J ©m ©© m m m m m m m m m m m m m m m m m m m m m m m J ©©©© M M M M M M M M M M M M M M M M M M M M M M m m J© ©©© m© m m m m m m m m m m m m m m m m m m m m m m J ©©©© 0© 0 m© m m o m m m m m m m o m m m m M M M E mmmmMMME I ©©©© m ©© m o m m m m m 0 m m m 3© F3© ©© © M F3F3m m m m m m m m m m m m m m m m m m m CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Irvine Blvd Location: Tustin Ranch Road -Jamboree Road No. 41 Field Review By: RSM Checked By: Josh McDonald Time: 10:58am-11:51 am A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/17/2004 85th Percentile (mph) 48 10 mph Pace (mph) 38-47 Percent in Pace 69 Posted Limit (mph) 50 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 17 Speed Related Accident Rate Annual (Acc/year) 5.67 Accidents/MVM 0.89 ` C: TRAFFIC FACTORS Average Daily Traffic 27,351 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal Tustin Ranch, Myford, Jamboree, Robinson Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic On -Street Parking Yes No stopping anytime Other (Specify) Designated bike lanes, bus stops, raised median D ROADWAY FACTORS Length of Segment (Miles) 0.64 Vertical Curve None Horizontal Curve Gradual "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Condo communuities, business, golf course RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE Yes r t rONE Vo 17 1113131313 TOTAL a 01311 as 0130 a rola SURVEY SPEED Z � 114L- Af - 00000 ZUR Rf-LOCOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN I10N (Sr. NAIL vJ'rAlOt �� -WEATHER: r ROAD SUWAC OTHER !M i (S'TN� ��- ti 131313130' (EXPLAIN IF OTHER) )IRECTION NO SBXS V. 0 001300 13130013 ROAD CONORION FAIR POOR �ATiON POINT 1313131311 ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARKING, HEAVILY USED DRWYS. 'a ED SPEED UMIT 1313131311 / f PEDESTRIAN LOW MEDIUM HIGHW...OF OBSERVATIONS DATA COLLECTION OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS BLOCXiNG VISABILITY, HILLS. CURVES IME OF 08SER NATIONS: - ,113 TO SITE Z- ' ROADWAY SEGMENT LENGTH , MILES 1TRAVEL 5t- "J SEGMENT LENGTH. ETC• ! ••-► (BTN LIMITS) 00000' TOTAL - NUMBER OF LANES (THIS DIRECTION) ..► � .. � A G.D 00 aaa (OPPOSITE DIRECTION) .� z _. c .�'�-�t� 00 aaa TOTAL BOTH DIRECTIONS a aaa 01313130 00 aaQ STREET WID114 CURB TO CURB (FT) ' -- 160000 00 aaa DATA COLLECTION METHOD DEVE,OPEM ;,,R INDUSTRIAL COMMERCIAL C, ql 0001311 13100011 s 811302 D' CTION .jTAL NOW 20 01301311 130131313- 1313131311 00 0130' 13131313 0001311 00131311 013000. 1313131313 -[3[3[3[1[3 22 0[3 000 0001312 000131:1 00 aaa 00 0 111 23 [30 aaa 00 aaa 1313131311 00 000 00 aaa 24= 131301312 (31201311 (30 0012 013[3[10. aaaaa _ 25 01301311 1313111311 130 0017 131301311 010013 26 01301312 00 aaa. [31300[1 000013. 1313131311 Z' 00 aaa 013131311 0001313 1311131311 1313000 28' 00 01311 0001312 [30 13112 00131311 00 aaa 29 0001311 (30 01311 [30 131311 130 12011 1313000 30: 130 aaQ 1313111111 [31301313. 1311001 131311 31 00 110[1 00 [3[312 000013 0013013 013aaa _ 32130 0013 [313aaa. 1113 11[3[:F 000013 00 aaa a 131313013 33 N0 aa1313131301300 0013* 1313111313. 0000 34. ED [3131:1as aaa. 001313G. [3[113131313131:1130 i 35 0[3 aaa 00 01313' 000013 013 aaQ 00 aaa �. 36' 110 00al [30 131111 1112111311 1313131312 11111100 _L! 3T E[3 0011 013000. 00.0013' [30 0131 131311[3[1131311[3[13s ■11l.®g 1190[30 1313131113 13120013 0011131_ D 39 W11R11 ME 111119 1300011 13130130 013 aaa 13 AY "®$iff ®1151111 11111100 0130131a 00001a '-= 41.111111®11-- 000130 00131311 1113131312 000013. 42 E® ®®11 ■j*0aa 0013012 00 aaa 1311131111. 43.1111111111 m[3 0[313 00 aaQ 0001311 111113 13 44 ®®11®11. 11E 11®a 000011 13130011 111313131:1 c 451111.11®l[ N00aQ 000011 0001311 1313'1313a. 4s-1111 RMI? 0001312 013 aaa 1313131111 1113 aaa 4T liE 11®E1 13[3[3[3[:l 013130a 1313131311 13111113 a 48 ffigmaa._ 131301311. 1313131313.1313131313. 0[10131100 aaa s 49 ' 11�®-®a- [31301313. aaaaa aaaaa: aaaaa. DIRECTION W L? / 1113131313 TOTAL a 01311 as 0130 a rola as 0130 as 000 a aaa 00000 00000 00000 00 000 00 aaa 00000. 0013130 131313130' -0013133. a 13 E313 00000 001300 13130013 130 1302 1313131311 1313131311 as aaa aaaaa 1313131311 Q 012[ 00 000 00 0011 DOOM 000011 a aaa 00 000 as 0aQ 0130130 0013012 130011 00aas 00 0130 00000' 0000a t 00000 00000. 00 000 00 000 00 aaa 013000. 000013 00000 00 aaa 1313131311 a aaa 01313130 00 aaQ 013 13011 00 aaa 160000 00 aaa 1313131312- 0001311 13100011 s 811302 as 0130' 00 aaa131313011 1310131311 .� 1101012 0130013 [30 000 1313131313 00131311 11E2 1313131112 131113013 1313131313- 1311000 110013 013 aaa 013 aaa 00 aaa 000130 a mom 00000 00000 00 000 00 000 ®130 00000 120 aaa (313aaQ 131313013 4:!:� [BENIN 11[3 aaa 00 00[1 1311131312 0013013. EME. 1111®130 1213131313 01313130 1313131313. 3. 5a E11110Q 0013011 1313131311 0130011 131113011 s 51 lassal t 0001311 aaaaa aaaaa. [30[011 2. 5Z ®E.[30Q - [3[3 aaa.130 aaa 1313.0011 011131312 1 53 ■13111111 (313 (313131311 011131111130 01311. as 01311 % N99110. DOOM 131313131L. 1311131311 131:1131311 s 511. [312 0012 [113111311 as aaa 0001111.111131311 5& 00 0131:1 000,011 oQ 0011 aaaaa 1113131311 5T 13130011 13[1131311 aaaaa 0011131 aQOaQ 5& 130131311 as aaa aaaaa aaaaa 1111 [11111 59,00131311 (3a aaQ aaaaa 0031311 011aaQ TOTAL �r11-E1110: aaaaa. [3a0011 1300011 1313 1311 11 EEa* as aaa. 00 0011 00 01311 130 aaQ �---� aa. aaaaa j �E aaa aaaaa. 013 aaQ aaa ?�11 aaa 00 aaQ 013131311' 01313011 130 aaQ �[11013EI aaaaa 01311011.1212131211 aaaaa 2110011 01301312 00111312 00000 131112aa. a 111311 [30.111111 01201011 1313aaQ 131113131 00011 0000,11 0013011 00121311 1111000 11121011131111111100.01311 00013131312131311 nQ013013113131201201311 13111313a.13111300. ®1111®ff 1113131313 as aaQ 1313131311 ��1111 ®E ®©11 ®®aa0 00 0011 00 000 11110® 55000 00000 00000 13130012 Z SEEK MO SER ®11 aaa DOOM DOOM /90 E®®IE ®E11111i 01313130. [3130.1311 013130- /0 M aNg 11E ®®E 00000 00000. 00 aaQ 1111En 1111®E® 00 00[3 [3a aaQ 00000. 013121313 131301111 013131311 111100 aaaaa aaaaa: 00000.000131F z M a0Q 00 aaa 1312111211 aaaaa aaaaa. 3. 5a E11110Q 0013011 1313131311 0130011 131113011 s 51 lassal t 0001311 aaaaa aaaaa. [30[011 2. 5Z ®E.[30Q - [3[3 aaa.130 aaa 1313.0011 011131312 1 53 ■13111111 (313 (313131311 011131111130 01311. as 01311 % N99110. DOOM 131313131L. 1311131311 131:1131311 s 511. [312 0012 [113111311 as aaa 0001111.111131311 5& 00 0131:1 000,011 oQ 0011 aaaaa 1113131311 5T 13130011 13[1131311 aaaaa 0011131 aQOaQ 5& 130131311 as aaa aaaaa aaaaa 1111 [11111 59,00131311 (3a aaQ aaaaa 0031311 011aaQ TOTAL �r11-E1110: aaaaa. [3a0011 1300011 1313 1311 11 EEa* as aaa. 00 0011 00 01311 130 aaQ �---� aa. aaaaa j �E aaa aaaaa. 013 aaQ aaa ?�11 aaa 00 aaQ 013131311' 01313011 130 aaQ �[11013EI aaaaa 01311011.1212131211 aaaaa 2110011 01301312 00111312 00000 131112aa. a 111311 [30.111111 01201011 1313aaQ 131113131 00011 0000,11 0013011 00121311 1111000 11121011131111111100.01311 00013131312131311 nQ013013113131201201311 13111313a.13111300. - -- - -��� ���� ��� ����� �������� ����� �o�������������������������■ I�O�������������������������■ I�00������������������������■ ��0������������������������■ I�00������������������������■ I�000�����������������������■ I�000�����������������������■ I00000����������������������■ I0000��0��������������������■ I0�000�0■Ott■��l������������■ I0�00000�00�����������������■ I00000000000����������������■ I������0�0�0����������������� I���������������������������� I���������������������������■ I���������������������������■ I��D�����������r������������■ I��O������������������������■ I���������������������������■ I��00��■����������e���������■ �0�0�0����������������������� CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Jamboree Rd Location: North City Limits -Pioneer Rd No. 42 Field Review By: RSM Checked By: Josh McDonald Time: 10:03am-11:10am A:PREVAILING SPEED DATA Location of Survey Signal Pioneer Mid Point Crosswalks Date of Radar Sample 2/17/2004 Pedestrian/Bicycles NoNes 85th Percentile (mph) 59 Yes 10 mph Pace (mph) On -Street Parking 50-59 Percent in Pace Slow truck traffic, bike lanes 57 Posted Limit (mph) . . ....... . . . 55 Length of Segment (Miles) 0.51 H Y .:ACCLDENTISTD R .: Time Period Covered (months) Horizontal Curve 36 Speed Related Accidents Good 5 Surface Condition Good Speed Related Accident Rate Yes/No Street Lighting Annual (Acc/year) 1.67 Driveway Density Accidents/MVM 10.53 f : C FF.I FA C. TRA __ Y t %J / l < f Average Daily Traffic 16,844 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Pioneer Crosswalks At Pioneer Pedestrian/Bicycles NoNes Truck Traffic Yes On -Street Parking No stopping anytime Other (Specify) Slow truck traffic, bike lanes O .. ......ROAD . ,:. CT. IRS-- . . ....... . . . Length of Segment (Miles) 0.51 Vertical Curve Slight uphill grade (NB) Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density None E ADJACENT LAND U SES Contto commnittes RECOMMENDED SPEED LIMIT 55 MPH SPEED LIMIT CHANGE No SPEED ZONE SURVEY RY -7015 flow OBSERVER. �,� ` sow -WEATHER: OUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN OCATION (ST. NAMES 10 AF ROAD SURFACE. �YbR OTHER IMI TS (ETN) '2''� I C ' •" EXPLAIN IF OTHER) A ES WB (RECTION M _ a c ROAD CONDITION FAIR POOR 1BSERVATION POINT ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARKING, HEAVILY USED DRWYS, 'OSTED SPEED UMIIT Sp' s, MPH TATE OF OBSERVATIONS PEDESTRIANS 4� LOW MEDIUM HIGH SME OF OBSERVATIONS: DATA COLLECTION� � 4) 3 � � - � a OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCiaNG VISA8IUTY, HILLS, CURVES TRAVEL TO SITE 9: 'y o i : '7 ROADWAY SEGMENT LENGTH / MILES SEGMENT LENGTH, ETC. z M t N (BTN LIMITS)1. TOTAL _ NUMBER OF LANES (THIS DIRECTION) - _ ,OHNE - NTS ; ��� � (OPPOSITE DIRECTION) Z TOTAL BOTH DIRECTIONS STREET WIDTH CURB TO CURB (FT) DATA COLLECTION DEVELOPEMENTYRES INDUSTRIAL COMMERCIAL Cc- q Z DIRECTION i 02 t (_ on on TOTAL 20 00 000 45 7-00 00 000 �7_ 00111113 1111111113 o 111313 21 OD aaa 00 000 00000 00 000' 001100 22 00 aaa 00 000 0000000000 00 0013 00 000 23 00000 00 000 00 000 DD DDa DD Daa 24 OD aaa. DD 0013 0130013 0131300 00000 n 00 0130 00001:1 000131a 013000 00 DOD 26 DD DDD DD 000 00 000 00 000 DD 000 27 Da OD0 00 000 00 000 00 000 00 0013 28 00 000 00 000 0-0-000 00 000 00 000 29 00000 00 000 00 000 00 000 OD DDD 30 00000 00 000 Da 000 000013 00 0011 31 00 aaa 00 000 00 000 00 000 00 000 32 DD 0013 00 000 000013 00 0011 00 0130 33 00 000 00 000 00 000 00000 00000 34-00000 00 DaD 00000 000013 00 000 DIRECTION TOTAL i 02 Z (6/ Y on on ❑D 000 013000 00 aaa DD 131313 0101300 naa00 00 000 00000 00131313 DO DDa ❑Q 1300 0001111 130 000. 0130013 00 0013 0000 00 000 00000 00 000 00000. �= n10000.00000 00 000 00 000 00000 00000' oil 1111111110 0 1111 on on 00000 00 000 00 0011 = 0110110, son 0 0❑ 0130 00 000 0013013 00 000 110 111312 00 009 r 0 :.oil II III1I 00 000 0Q DDa 00 000 00 000 0000 00 000 0 000 ODOM 00 000 DD Daa 00 000 00 Daa_ 011111111111111111 11111111 11111111111 on all 11111111111 101111111 on son MINES 00 000 1313001 .0130101: 00000 00 000 00 000 00 000 00000 00 000 0000 00 000 00 000 00 000 00 000 00 000 45 Rff ENO 35 000013 36 D0 DDa Da 0DG 00 000 00000 00 0011 00000 00 000 00 0011 = 0110110, o n0000 00000' 0❑ 13110 00 000 0❑ 0130 00 000 0013013 00 000 110 111312 00 009 r 0 37 M0 ODO 38 DD DDa 100 0013 00 000 00 000 0Q DDa 00 000 00 000 0000 00 000 0 000 ODOM 00 000 DD Daa 00 000 00 Daa_ 00 000 00 000 00.1300 01301313 0 39 DD ODD, DD 000 00 000 00000 00 000 0000 00 000 00000 130 aaa as 00a 0 400 0D 000 41 00 aaa 0 Daa Da 0013. 00 aaa 00 000 DD DDa 00 1300 00 000 00 00112100011 ■ ■oa 00000 00 000 00 000 00 000 00000. 00000 DD 000 00 000 0 r 42 00 000 43 ®0 00aj 00000 00 000 00 000 Oo OOa 00 000 00000 00000, oo Qoo 0 000 z ®000 00000 00000 00 000 00000 00 000 00 000 00 0012 00 001 Z 44 ■® aaa 00 000 [10 002 110 000 00 000 5 lRosso [1000[l 013000 00000 00000 45 Rff ENO 00 aaa 00 0011 00 aaa 00 0111 z 46 M100[l 00 000 00.000 000011 00000 3 47' §N§00 DD DDa: 00 000 DD Daa 00 000 48 ■ AKI 00 000 00000 DD ODQ 00 000 y 49 ®aaDa 00 000 00000 00000. 1'_ 50 ROME 0013013 000013 00 000 00 000 8? 51 pmm@lt I®®Oa 000012 DODD[]- DODDD' z 52 r® aaa 00 DDa 00 000 00 aaa. 00 000 Z 53- MOREN ®® 000' DD Daa DODOG DD DDa 54 so m®il, ®■ NDQ 00000 0130011 as 000 r S NOG 00 000. 00 000 00000 00009 OWED 00000 00 000 00 000 00 000 a ®®0 00 000 00 01313 0130012 0013013 '0000- 0001313 013000 00 000 00 000 'moon 000011 13130011 12130011 013000. COMBINED TOTAL -i®-®®i OR®OD 00000 00000 Do a Ll of f®a 0001313' 00000. 00 000 01301311 7 59 NIH ON ■■ DOEI a®®o13 0000[1 000013. 011001 1. ■®w 130 DDa D0 0011 100 Daa 00 0011 ,�.as _lees SES ®aaDa Da 13013 00.0013. 00 aaa. 1 55 SEMEN[ 10031f (o 56. �.R511t. Oa0011 E001311 01000 1300011 1300011 DD OOG 3 0001313 � MO0a. 0000a RS0a 00000, 013 OGG 00001 000 a. 0000[.. 000011 013131311 z 5T f ®DOa: 00 Daa 6 SE ®NIF §0 01311 DD DOEI 00 0013.00000 0001311130 0013 0130011 1 ll.00S0 Daa MEEK ®E NDE 0001113 000013 0001313 , DD 13013 OaoDQ. 00 aaa 7 59 NIH ON ■■ DOEI 01313013 013001. DD D01t �� 4 51®Q 00.01011 0001311 001313a 1311111311 1111111111 0 0 0 0 0 101 MISSION IMINIMIMMINIMMIN IMINIMMINIMMINIM IMINIMINIMMINIMIN IMINIMMINIMI IMINININIONINION IMINIMMINIMIMMIN loommoom immomommom IIMIMMIMIMIIMIMIMIM .......... .......... .......... .......... mmmmmmmmmo .......... .......... .......... .......... .......... .......... .......... .......... :::::::::: CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Jamboree Road Location: Pioneer Road -Patriot Way No. 43 Field Review By: RSM Checked By: Josh McDonald Time:11:18am-12:16pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/5/2004 85th Percentile (mph) 58 10 mph Pace (mph) 49-58 Percent in Pace 62 Posted Limit (mph) 55 B ACCIDENT: HISTORY Time Period Covered (months) 36 Speed Related Accidents 6 Speed Related Accident Rate Annual (Acc/year) 2.00 Accidents/MVM 0.52` C.. TRAFFIC CTOR Average Daily Traffic 16,844 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal at Pioneer, Patriot Crosswalks At signals Pedestrian/Bicycles NoNes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Designated bike lane, slow truck traffic D. ROADWAY: FA CTORS Length of Segment (Miles) 0.63 Vertical Curve Slight up -downhill grades Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal E: ADJACENT LAND USE Condo comm�rnitie . RECOMMENDED SPEED LIMIT 55 MPH SPEED LIMIT CHANGE No olq017, SPEED ZONE SURVEY OBSERVER. J 4TION (ST. NAME) A- ^---� r3 � 126 [.- WEATHER: a CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN Al/ ,4 t� a'fi" L,.� ROAD SURFACE�Y OR OTHER U. r5 (�) (E)(PLAIN IF OTHER) DIRECTIome a EB WB L ec/`* ROAD CONDITION COD& FAIR POOR onnERVATION POINT ALSO NOTE IF SCHOOLS, PARKS. O"TREET PARKING. HEAVILY USED ORWYS, P TED SPEED UMIR NPH OBSERVATIONS Z y PEDESTRIANS' LOW MEDIUM HIGH D�, . F OF CTION %�� _ ' : OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCIONG VISMUTY, HILLS, CURVES TIME OF OBSERVATIONS. DATA COLLE MILES TRAVEL TO SITE 3' ^� ROADWAY SEGMENT LENGTH • SEGMENT LENGTH, ETC. 7 r,., (BTN LIMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS ;. r r c b 7-4,94 (OPPOSITE DIRECTION) 2 - TOTAL DOTH DIRECTIONS STREET WIDTH CURB TO CURB (FT) Ay • DATA COLLECTION METHOD DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL. =Al. azc" 20 00130[3 000013 1113111113 [10 01313 0001113 21 1111 ❑❑0 1311 ❑0❑ 00000 CID ❑0❑ Doc][30 22-❑❑ ❑❑❑ 1313 0130 0[] ❑❑❑ ❑0 ❑130 00 [3013 23 00000 00000 00000 011❑0❑ ❑0 ❑❑a 24 0000[l 00000. 000011 00000 00000 25 00000 ❑0 ❑oa 00000 000131:1 01301313 _ 26 000120 00000 00 000 00 000 00000 27 00000 00000 00000 130000 000130. 28 ❑131313❑ 00000 00000 00 000 00000 _ 29 00 0110 00 000 1111111111 1313000. 00000 30 (3[] 0[10 00 000 13011110 13111111❑ 11130❑❑ 31 a❑ ❑00 013000 Cl 13 0011 11001113 00 0012 _ 32 1313 a❑❑ 00000 1111111111 130 ❑❑Q 110000 33 1111 13❑❑ 000013 000013 C111131311' 11131111❑ 34 0a 000 ❑0 000 [113 0013 13130❑❑ 00.0013' DIRECTION 11110011 TOTAL TOTAL _0013013 (30 0013 ❑0 ❑Qa 00131313 131313013 - 1313 000 13130013 13❑ ❑❑a 000013 Q❑ ❑❑a ❑❑ ❑❑a 00 [300 1311131313 1313131313 131313011 [] 13130 ❑ 000 1313131313 013131313. 0130011 1313131313 [3[ 3[3[3[1 13131300 1313131111 as [aa 35 000013 11110011 01313130 130000 130111:1 36 '00000 00131313 111101311 1313131313 00 013❑ 37 00000 00 000 00 000 00 000 00000 38 110 0130 A7_ 39 ®®0❑0 00000 001300 00000 00000 00 000 00 000 000 00 000 ep 40 00000 0000[l 000012 00000 00000 9 41 1111®❑❑ t 42 1101100 00000' 00 000 00 000 00000 00000 00000 00000 0000 43 ®❑ 0110 1313000 013000 00000 00 0013' " 44 110 000 0013130 13111301. 13130011 13131300 Iq 45 M 1110 000013 1113000 00 000 00 0130 46 ®06111 000130 00000 0110013 000013 47 ®® ■❑Q 0110130 1111000 0011013 ❑0 0011 48 IN ®®a 131301311 00"000 [300111:1 000130 7 49 n ®EE 011000 [11101113. 00 000 13130130 0' 50 a®m®ll ®®®0❑ 00000- 00000- 00000. 51' 1111111®119 111110000, 000011 000011 00 000 3 52 JIM E❑a ❑❑.000 11110013. a❑ 0131.130 000 510M ■®E. IN -®®1111 100011 00000- 0000G., 5- 54- ®® ■sJ9 0000[l 00.0011 0001111 00 00[1 55 Es®Qa 0000Q 01300a 00130E 56". SEEMS* S®.❑QE 11111100: ❑❑ Qaa 00 ❑❑0 6 - 5T 11111511111111WM0 0013.00 0❑E 0000[r 0130012 58. ■N.13a 000011 01101311 ❑0 00ar❑0 0011 z- 59 go 0[3[10[ 00[1 1300011 00 01311 00 aaa N 111101010 onto on no 0 Mimi 0 000a, 00000 00000 00 000 0000 000013 00 000 00000 00 000 00000 E 000013- 00000 00 000 00000 00000' 13❑013 00 000 1111000 0013130 1113❑00 ❑ 000 00000 00 000 00 131313 00131311. 000013 [10 111311 131313013 000130 0000 ❑ 0013 000013 013131313 [10 131313 (30 0013 01311130 00000 1313000 ❑1313130 13011011 ❑ 0013 000110 [11.3111113 13130131 00 0110. [710000. 1300013 00 000 00Q00 000012 ❑ 000 00 000 01101311 00000 00 000 a 0❑❑ 000012 00000-00000 00000 ❑ 0013- 00000 00000 00 000 00 0131 ❑ 0130 00 000 00000 00000* 00 000 0 ❑❑a 130000' 00000 00 000 00 000 eOCt 130000 00 0013 ❑Q 01311 0001313 ❑ QQQ 00 000 0001313 00000 000013 f 11111*0 00 aaa 00 000 00 000 0000 110®111 000130 001300. -❑13 ❑110 00000* = 41111111511111. ®� QQa 0130130 .01313130 000013 i ®alff: §600a 0000a 0000a 1313 QQa ®®®1111L ®0 0110: 00 ❑1311 00 000 0001313 = Wait. 00 0013. 00 000. 00000 00 000 E nEff E11000 ❑❑ 0❑Q 00 13130 00000- .r ®.®11119" 000013: 0000aI Qa.QQa 00000* }19oEa 0100E 0000a 00000: 0000Q� 111191t. 00aaa: 1300011. ❑a[0a. 13[1300 Y Y7 7 astl�- RKOQE 00 0❑[ QaaQa 01113013 _ 111111®�j 1§9001[l. 0000CI 00000 000011 ■.1111®9 ®❑aaa [11100[1 13[131301 1313131311 MOWN ONE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Jamboree Road Location: Patriot Wa -Tustin Ranch Road No. 44 Field Review By: RSM Checked By: Josh McDonald Time:1:07pm-2:16pm A PREVAILING SPEED DATA Location of Survey Mid Point ' Date of Radar Sample 2/5/2004 85th Percentile, (mph) 59 10 mph Pace (mph) P 48-57 Percent in Pace 65 Posted Limit (mph) 50 T kyTHISENB ACC ............::..... Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 0.32 t xr f. CTORS C. TRAFFIC FA. r Average Daily Traffic 181853 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Patriot, Tustin Ranch Crosswalks At signals Pedestrian/Bicycles No/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes D .. ROADWA"Y FACT ORS .....:......... ,...................................... . Length of Segment (Miles) 0.75 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/No Street Lighting Yes Driveway Density Nominal E ADJACENT .LAND USES Condo communities (non-frontfng) RECOMMENDED SPEED LIMIT 55 MPH 0-2,YO9 - SPEED ZONE SURVEY 1 ; TY 714 -OBSERVER: 5 N CATION (ST. NAMES z-5 - WEATHER: CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN �- - MITS (m) —T% 741- % �v ROAD SURFACE DRY OR OTHER IRECTIO EB WB - ` (EXPLAIN IF OTHER) BSERVATION POINT ROAD CONDITION FAIR POOR OSTED SPEED LIMIiT MPHALSO NOTE IF SCHOOLS, PARKS, ON -MEET PARKING, HEAVILY USED DRWYS, ATE OF OBSERVATIONS Z % S/ y PEDESTRIAN OW MEDIUM HIGH IME OF OBSERVATIONS: DATA COLLECTION 1 , 0 7 ? : t OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCKING VISABHJTY, HILLS, CURVES TRAVEL TO SITE .2 ' 1v ROADWAY SEGMENT LENGTH MILES SEGMENT LENGTH, ETC. Z �- � � -� ✓ (BTN LiMtTS) TOTAL NUMBER OF LANES (THIS DIRECTION) Z ;OMMENTS k- + m at"..- . � T (OPPOSITE DIRECTION) Z. TOTAL BOTH DIRECTIONS DIRECTION y � J y TOTAL TOTAL — 111101111 TOTAL 20 00 000 [1[1[3 [10. 00 0 1110 00111113 21 00 aaa [][1(3[3[1. 00 aaa 00 aaa 00111113 22 00 aaa 00 aaa 00131111 1111111111 1111111111 23 ❑o aaa 00 aaa 00 0110 D0 aaa 000013 24 00000 00000. 00000 00 aaa 03 aaa 25 00 aaa 00 aaa D0 aaa D0 000 1311111113 26 00 aaa DOODD 0001113 00000 1111111113 27 0D aaa 00 aaa D0 aaa D0 aaa 1111111113 28 0 aaa 11 0aa 0 a 00000 D0 aaa 1111111113 29 00 aaa [1[3[113[3. []0 000 001300 00 aaa 30 00000 00 D00 00000 00000 000013 31 00 aaa DOODD 00 aaa 00 000 00000 32 00 aaa 0110013 0110110 01101311 0001113 33 00 000 00 aaa [10 000 00 aaa 00000 34 DD aaa []DODD []DODD Da aaa 00000 STREET WIDTH CURB TO CURB (FT) DATA COLLECTION METHOD 0-4 DEVELOPEMENT• INDUSTRIAL C( Dr+r4r- 3A�01, oiaEcnori� 00 aaa � J y e TOTAL — 111101111 TOTAL [10 aao 0013013 131111130 111313130 1313131313 ❑000❑ ooa❑Q ❑000❑ 000013 ❑oo❑❑ ❑oa❑o ❑aoaa aooao 0000a aoaao ❑❑oaa ❑a000' aooaa 130000 a❑oao ❑a000 oo❑oQ 00000 0000a 00000 0000 00 000 013a0a 00000 00000 0000 00000. 00000 00000 00000 0000 00 000 00000 00000 00000 0000 000011 000013 00000 00000 0000 00 000 00000 00000 00000 malmll sollimll 01101110 10131111 NINE mololm 01111 1110 0 110101m solo 1101210 molls mololl 11111011 I I logo somem solos@ mollon 0 0101011 a 0 1 minim 0 11101111 I ro latoll4imilm 35 00 aaa 011 aaa [10 000 as aaa D0 aaa 111101111 1111111113 111311130 000013 130000 0 36 00 DDD 00 000 D0 aaa [10 000 00000 0 000 00000 00 000 00 000 00000 e, 37 00 Daa DOODD 0D aaa. 00000 0000 000013 00 aaa 01101111 131101313 0001111 38 ®o Daa 00 000 00000 DOODD 00000.00000 00000 00000 00000 00000 0 39 00 aaa 011 aaa as 0Da 00 aaa 00 aaaa aaa 001300 00 aaa 00000 D0 aaa Q 40 00000 00000 00000' 00 000 00 0 00000 00000 00000 00000 00000 _ Z 41 ®® aaa 00 001 00 aaa. as 001 00.000 N aaa 00000 00 000 00 000 00 000 © 42 00 000 as 000' 00000 00'000 00000 00000 0110013 00 01313 013000 00 00[3 Z 43 ®N aaa 00 0110 00000 01301313 000130 010000 D0 aaa 0110130 00000 000013 1 44 N0 aaa DODOE] 00000 00 000 00 000 0 000 00000 00000 00000 00000 3 45 EN -®013 D0 0011 00 aaa: 0013013 DODO -2- E 0013' 00000- 130110[l 13130130 1113111313 a 46 000012 00 aaa 000011. 000011. 00 aaa. 1 0000' 00000 000013 00000 00000 y 47 ®®®®a 110 aaa. 00 aaa. 00 aaa DD aaa z 81000 00 aaa 00000 00 000 00000 g 48 MENEM.' ®O ®aa' D0 0011 00 aaa 011 aaa BEEN 00000 00000 00000 00000 3 49 10 ®00 00 [100' [1[2[1[3[2 00.300 00 000' 15@3 000013 013000 00000 00000 7 50 MENEM, ®® 0013 0000a 001313[a 000013 51 SENSE 591101' 00000 00 aaa. DODD[] 52 ," N®0 00 000 00 00[2 00 aaa o0 0110 53 ®11 ®®9 ®0 0013 [10 00[1 0000[:[ 00 0011 54 SENSE 00 aaa (31311111:1 131301311 01101311 55- ®®®OM ®0 00U 00 00[2 110 0011 01101311 56 ME ®®IJ ®M'®011 0013011 01001 00 0011 ee 57' ME NEM M0 aaa: (3130131:1 000111:1131313011 _3 58 ®■ ®011 01100[1- 0000[l 0011011 00 aaa: 2- 59 OWNED- 013000 000x11 0001313 00.000 9 MI0i 09110110.09110110. 11131313131113131313❑000 00000 011000 13131313131313131313eMM . 10001100000 1300131 j aoaoQ 00000 7 ffisel N@000 00000 000013' 000130 PRUNES NEeoo ❑oaao ❑ooao 00000 amme maoaff Maaoo oaaao 00000 �• �wI®iff ©0, 000 00 000 00 00[1 00 00 ; il�amf ®0 000 00000 011000 00000 mallIff- Mll00a 000[30 0001313 1300131 j y DE EEal as 01111 000013 0001311 0013011 ? ®N ®00 13110011 0130011 01301313 00 000 O N E immmmmmmmmmommmmmmmmmmmmmmmmo l 0 m m m m m m m m m m m m m m m m m m m m m m m m m m o lmommmmmmmmmmmmmmmmmmmmmmmmmo lmmmmmmmmmmmmmmmmmmmmmmmmmmmo IN © M M E M O M M O M M M M M O M M M M M M M M M M M E IM F3m m© m m m m m m m m m m m m m m m m m m m m m m m MEN mommommom CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Q0CCn 1 WIT r_MA r -v1= No Street: Jamboree Road Location: Tustin Ranch Road -Champion Way No. 45 Field Review By: RSM Checked By: Josh McDonald Time: 10:35am-11:56am A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/9/2004 85th Percentile (mph) 54 10 mph Pace (mph) 43-52 Percent in Pace 65 Posted Limit (mph) 50 B., ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 19 Speed Related Accident Rate Annual (Acc/year) 6.33 Accidents/MVM 1.53 C.TRAFFIC FACTOR$.::*.: Average Daily Traffic 18,240 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Tustin Ranch, Champion, Portola Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Bike lanes, hiking trail D:: ROADWAY FACT Length of Segment (Miles) 0.62 Vertical Curve Slight uphill SB Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal/Light •LAND,USES E. ADJACENT . Condo communities RECOMMENDED SPEED LIMIT 50 MPH Q0CCn 1 WIT r_MA r -v1= No Do$.�CTION go** TOTAL 5 _ m as13013 0130013 o asoaa 130131313 21 0. 1212131313 0013131. _ oaoaa oaaaa oaaa 27- []o[3[3[3 013131313 130130CI 1313131311' 00 oaa 23 as [1[312 130 0013 [20000. 00 01311 0013001 24- []131][3[1 [2[20[3[1 aaaOQ (20.01311 1313130[1 DIRECTION /V y COMBINE TOTALALT TOTAL ❑01300 130131313 00 01031:3103a. 0130013 t 1313131:1 oaaaa 130 oaa - 0013[312.131313[31 1100012. 00131311-.00131313 130131311 [MOO11 • 00 oaa 1300130: 00 0011 00 031311 aII 00a ❑oaaa oaaaa: 13121312[ oaaaa 1312130[1 25 013131311 00131312 131301311 SPEC' ZONESURVEr.' 0013130 01201313- 0130011 31 Ts �OBSERVEft as X1313 0 710N (Sr. NAME)d�LOUDY 0000[. PARTLY CLOUDY MOSTLY CLOUDY FOG' RAIN 000011 9t1MIT5 OTHER%ROAQSUR� FA IIRr�;11oNcNe�EB_we � (DCPlAIN IF OTHER) ROAQ FAIR POOR )8 RVATION POINT = - -)Ar CONDMON, lc.. ED SPEED um r T �O Mp4 ALSO NOTE IF SCHOOLS. PARKS, ON -STREET PARKING, HEAVILY USED DRWYS. )ATE OF OBSERVATIONS 13013131 PEDESTRIANS4%W LOW MEDIUM HIGH • '1M'r- OF OBSERVATIONS: DATA COLLECTION > > : J' .S `sm ! > � OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS BLOCKING VISABILITY, HILLS. CURVES 00 013[1 TRAVEL TO SITE /'o M ROADWAY SEGMENTLENGTH• cSr MILES 13111311 SEGMENTLENGTH. ETC. �. �(STN LIMIM 1312131311 TOTAL NUMBER OF LANES (THIS DIRECTION) Z' _ X DENTS %0 SF M E 0� A] (OPPOSITE DIRECTION) zw [312[3[3[1 131301313. TOTAL BOTH DIRECTIONS (:1[1[2[1[3: 30 013[]011 STREET WIDTH CURB TO CURB (FT) S� 000013. 0001113 DATA COLLECTION METHOD 00131311 00131313 DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL •. a ; -}t F �? _ C L�� Do$.�CTION go** TOTAL 5 _ m as13013 0130013 o asoaa 130131313 21 0. 1212131313 0013131. _ oaoaa oaaaa oaaa 27- []o[3[3[3 013131313 130130CI 1313131311' 00 oaa 23 as [1[312 130 0013 [20000. 00 01311 0013001 24- []131][3[1 [2[20[3[1 aaaOQ (20.01311 1313130[1 DIRECTION /V y COMBINE TOTALALT TOTAL ❑01300 130131313 00 01031:3103a. 0130013 t 1313131:1 oaaaa 130 oaa - 0013[312.131313[31 1100012. 00131311-.00131313 130131311 [MOO11 • 00 oaa 1300130: 00 0011 00 031311 aII 00a ❑oaaa oaaaa: 13121312[ oaaaa 1312130[1 25 013131311 00131312 131301311 oQaaa 0013130 01201313- 0130011 0013001 as X13[ as X1313 26 01301111 0000[. oaaoa 000011 0X001111110[1 1313oaa 013.0011 00[30C[ 013131311 001100. ZT 0001312 013131312' 131201311 00 oaa 00 oQa =[313131311. 13013131 13011131. 1313131311 130 aa[ 28 00111113 00131313 00 013[1 00130[3 12013012 13111311 01311012 013111111. 01301313 1312131311 _ - 29.00 oaa 013121311 121212011 121201311 as 0013 [312[3[3[1 131301313. 1313.13130: 0130130. (:1[1[2[1[3: 30 013[]011 [11][30[1 000013. 0001113 1311 00131311 00131313 oaoaa (30[3130. 13121312Q 31 as oaa GO DOG as oaa 01]0012 as 131313 1313130 1313131313 1301300. 00 aoa 1313131311 _ - 32 00 oaa 00 [3[112 as oaa [3[3[3[3[:l 130131312 .0001 1300131:1 130 oaa as oaa 13001311. _ 33 00131312 131301312 130 0131 001313[3 as 11[3[3 513131313 130 [313[3 1301313[3 [30 0130 00131311 34- 00 oaa as oaa [312oaa 00 oaa 1313131212 z 130131312 1113131311 1]o 13[3[3 130 13131 130[30[3. 35 o1] oaa an oaa oaaaa 00000' 00 aoa - 1911012 013131311 013a13cr' 13130011 oQaaa 36 130 oaa 001300 00131212 (30131113 130.13110 0131313 1301301. 00 oaa 1]o 13130 0130131311a3T n1] aoa 013 oaa 1313131111 013aoa 00 1313 0113111311 0013012 1113131311. 1]13 131311 013oaa L 38 00 000 000110 00 01312 00131311 1313131311 21111000 130 oaa 130 00[1 130 0130 130.0012 _ cp_ 39 o1] aoa 013 [21313 1313 oaa. as 13130 1312121213 9§111t CIO oaa 012121311 1213.013[. oaaaa. 40 1®11®12 00 oaa 13121300 as oaa 1313 . L ' 41 ®M oaa [][3[3[3[:L as [1[313 00000. 000012 1 42 1113 oaa as aoa Qa aoa 00 aoa 00 oaa 43 so MEM, 013000 as aoa 130 oaa 1]Q oaa. 44 ®§'®®a (31313131a 01313111 0001311 13013131 45 ®jj§§ff n1]013Q 12[3[30a GOMM. 1301312E a 46- ®E ®®S: ®X oaa 013 oaa. 013oaa as oaa 4r.110 []ill IN 0131 [3[2[3[3[1000111 130 0011 E 9 48_ ®IfISIL ®§jjNQ asaII[ oaaaa GO. 121: -' 49. ®M®SI, BC0a[ [3[1[3[2[. [312[313[3 [31300[3 f 50- RENEW EGG[= oaaaa 1300012 13a013i� 51: 511511a.. SMANK ®NNE[] 13000[ a000a. 52 ®M3119 ®NaOQ 1313GM 0013007 000a[3 53` MEIJER [1[3[313[3 [311001 oaaaa [3[3[3[3[3 � =T" 54- aff2ma aaOaQ aaanQ 13[31313[3 13[31313[3 r 55 fff8NE: ffffi$aE 0[3.130[ 00013[ 013131313 56= laa0u 131313130: 1313013E [[3131311 oaaaa 5T oaaaa 13121313[3 oQaaa oaaaa 0 58: ®13131313 011a130 (30.[31313 [31300[3 0000[3 1 59: on nnrr nn nn T nQ1]QQ 1][2121211 [3[3[301[3 Ross' 0000a 00 000 00 009 00 0011 ME®a 00000. 00000 00000 00000 SMOG. (3013131 1313131312 1313oaa 00 01313. NE -NO' 111311131 as 013[1 00000 1313131311 Ailli ®E0130. asoaa 131313130 130131311 111209 ®011111 111201313. aaaQa 013.13131 110QNB. NO131312 131301311 1313131311 121313130 1E ME& 1313 111311 131213[311 01301311 [21213131 fli®l. E12121311. 120131311- oaaaa_ 130313[3 i�RBIL aaaa�aaa13a 12[3131312 1200011 { SINEW 111rNIFIE 1911EVQ oCMoQ aQaoQ �11131311 oQaaa oaaaa 0000a oaaoQ �11111311 oaaaa ooaoa oQoaa Qaooa �.aoaoQ aQooa 0000a ❑Qooa oaooa �aQoa Qaooa oaaa¢ 1312131311-1311M11 ��eER� M1201311 OEM a¢ oQaoa oaoaa -SM¢ oQooQ oQao¢ oaooQ oaoo¢ 3MIN1311 ❑000a oQaoa oQooQ oaoo¢ CP [313131311 13131313111311131311 oaoo¢ oaoaa 9 01213130: 1212120rT oQoaQ oaooQ 13101311 MMMmMMMMMMMMMmMMMMMmMMMmMMMm MMMMMMIEMMMMMMNIIEMMMMM MINE! IN MOWN MEMEMEMEMEMEMEME MEMO NONE MEMO MM M NIMM M MMM MM M IEM M M M M M MONO MINNI■ MOWN EIM©M MM Me MMMM M MMM MM MM M M M M MOWN CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Jamboree Road Location: Champion Way -Irvine Blvd No. 46 • Field Review By: RSM Checked By: Josh McDonald Time: 12:15pm-1:24pm • PREVAILING SPEED DATA A. Location of Survey Mid Point Date of Radar Sample 2/9/2004 85th Percentile (mph) 54 10 mph Pace (mph) 44-53 Percent in Pace 64 Posted Limit (mph) 45 B: ACCIDENT HISTORY . .............. Time Period Covered (months) 36 Speed Related Accidents 20 Saeed Related Accident Rate Annual (Acc/year) 6.67 ' Accidents/MVM 1.92 :TORS . FFIC. FAC C.: TRA Average Daily Traffic 27,185 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Champion, Irvine, Trevino, Robinson Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time • Other (Specify) Designated bike lanes, raised median D ROADWAY FACTO R Length of Segment (Miles) 0.35 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal E. ADJACENT LAND USE. : Condo community RECOMMENDED SPEED LIMIT 50 MPH oz�vol SPEED ZONE SURVEY 4 OBSERVE: _OCATION (Sr. NAME) �- ---� �` `¢ t WEATH CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN LIMITS (STN) c 04 ,2 y T,✓ cr ROAD SURFAC&lPOR OTHER 0IRECTION&S8 EB WB (EXPLAIN IF OTHER) OBSERVATION POINT to 12 1r ROAD CONDITIO FAIR POOR POSTED SPEED UMIIT ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARKING, HEAVILY USED DRWYS, DATE OF OBSERVATIONS 2. / 9 /0 PEDESTRIAN OW MEDIUM HIGH TIME OF OBSERVATIONS: DATA COLLECTION ' y /sem % At OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCKING VISABIUTY, HILLS, CURVES _ TRAVEL TO SITE z A ROADWAY SEGMENT LENGTH MILES SEGMENT LENGTH, ETC. (BTN LIMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) 'z-- COMMENTS 12 - � - - - (OPPOSITE DIRECTION) TOTAL BOTH DIRECTIONS. _ `f STREET WIDTH CURB TO CURB (FT) a DATA COLLECTION METHOD DIRECTION TOTAL ^ J � '-4 e°• �L C c '/' b J . DO 000 20 DO 000 011 aao 100 0 0 _00 00O 00 000 21 00 000 00000'00000 013000 '000013 22 00 000 00 000 00 000 00001:1 00 000 23 00 DDO 00 000 0001313 110111111 1313000 24. 00 DOQ DO 000. 00 01012 (11111131:1 131313110 DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL ^ J � '-4 e°• �L C DIRECTION �� � �l � � COMBINE TOTAL 00 000 �-- 00 ooa TOTAL DDD❑ 030�❑ ❑DD❑D ❑3001 10100 ❑D❑0 00000 0❑000. 00000 0013013o❑o❑ 00 0011 oo❑oa 0000❑ ❑aaoa ❑a❑aa ❑ao❑ aoaaQ 00000 ❑0000 ❑aaaQ oaoa 00 000 oa000 a000Q ooaoo 25 DO 000 0100010 00 000 01111100 110 000 ❑0 01013 00 000 001000 00 ooa 00 QQa 26 010000 DO DOO 010000 01311010 111111110 0 000 0110100 111101113 0110011 00 0011 27 010000 DO 0011 0100100 01301111 11011012 0 000 11013100 010000 0130100 1001000 28 00 000 00 000 DO 0110 1101100 00 ooa011011 00 0013 0110100 01100[1 10.0 000 29 011000 013000 DO O00 1101100 1111000 01100 011111011 1011001 110131013 1313131313' t. 30 DO O00 DD 000 00 000 0111100 00000 `: 0 [1100 01311013 1301300 1313000 001300 �: 31 ®O 0110 DD DOO 0O O00 0111101 1101100 011110 00 000 1101000 0130100 0010131 a 32 00 000 011000 000100. 01311110 11110011 0 0010 00 000 11013011 000013 010000 0 33 00000. 013000 00 0110' 00 0110 DO 0013" 101000 00 000 00 000 01301311 00 000 34 M 1 00.0. 00 000 001301. 1300013 00 000 N110013 00 01313 0131300 00 0110 00 000 350 0 000 DO ODO DO O00 010001 0O 0010 S .5000 00 000 00 000 00 0011 00 0 3s 110 000 13110010 01111013 00110[1 111111110 1113013 ❑01100 110 01313 0130130 110 0011 37 MD DOO 00 000 DO.000' 0011130 1111000 = O 1300 000013 011000 10131300 011000 38 NO DOO 011000 DO OOO 110 000 01111013® [11313 111311011 ❑110 10[1-01301313 0101100 39 M0 0OO DO OD0 DO OOD 013101113 0011011 O OOD 00 01013 0001313 011 0130 01313011 40 011000 00 000 013000 011000 00 0130: &116§. 00111310 0010130 00 000 131301313_ 0 41 00 000 011000 DO 000 00 000 00 000 2 013130 131101313 0130013 00 000 01013100 42 So.lo0 0O 111113 0O OOO ❑O OOO 00 000 - 3 ll 000 00 000 0110011 013111113 130 0011 ®E MO[] 000013. 0130013 0130110 ❑0 0 IR®®0 11130013 01301313 0130130 DO 0130 44 ®jjjj®Q oO 0013 DO 00O 110 000 0130013 Sp IN ERIt®® 001000 ooaoo 0011012 110 0011 a 45 ®®M®f ■V®®E 000013 11013011 1300110 = ®NEW ®01300 1313000 000011. 00000 � /0 46 MW®NS l[EN®IR 01301011 0130011 11013110 s VI®R ®"110 [30 000 00000 00000 3 47' 02.500: 00 001 0130012 110 0111 11110011 ® an ®IONOO 010000 110131311 130 000 9 48 s® S®M- WE Re0 00 000 DO O11a 0131100. 2- ® Ems ®® ®1113 0001011 111111013. 1101100 9 49 EMIRS. EMEND 00 ooa 00 000 00000. - 5 ON* 00000' 00 000 001300 013000 0 80 ®Es5rr ®■®Mill ❑0000. OOoaa 1300 00 S 1SM00 NN®0O' 001300 00000 0000 _. �0 51 EVEN. 0001313 001300 00 01111 130 0110 ® NMO 11110130. 1113111012 0130131 00000- J? 52^ ®®®E® U ®0Q DD 000 00 000. 110-11100:. - NSMIN 00 000' 001113[. 00 0013 0130011 9 53 IMMj�0 110000 00.0011 0110110 131101111. .3 ■.®013 1113111111 111101313 0001311 0013131 _ - z 54 ®9000. 00131211 0130013. 13111300* 11130110 2. 10*131313 131101311 10013011 1113131312 110.10131 55 SWOOQ 100 0130 100 00[1 OO 0Qa 00000 fME000a 130.000 130 001 000011.00 [1013. Z 56 §M130[1 1000011. 000130 011.000 001301 t 0000 1300131 00130[1 1000130 00000 2. 5T ■N ®O11 013 001 ❑013131 130 0011: 013 Daa 130111 0013011 13130011 0x0130 110 013a z 58- ®E 0Oa [3130011 00 OOQ 0130131 013000 M EN19 013001 011 00[1 1313.01311 0130130 59 @01301: 00 00[r oO [3013 0010011 013131311 = - ftllg 001300 00 000 00/301100/300 MONO 0 NONE lMMMMMMMMMMMMMMMMMmMMMMMm lMMMMMMMMMMMMMMMMMMMMMmMMMMMm lMMMMMMMMMMMMMMMMMmMMMmMMMMmm lMMMMMMMMMMMMMMMMMmMMMmMMMM lMMMMMMMMMMMMMMMMmmMMMMMMMMMm lMMMMMMMMMMMMMMMMMmMMMMMMMMMm lMMMMMMMMMMMmMMMMmmMMMmMMMMMml lMMMMMMMMMMMMMMMMMmMmMmMMMMMm lMMMMMmMMMMMMMMMMmmMMMmMMMMmm lmmmmmMMMMMMMMMMMmmMmMMMMmMMm IE3MMMMMMMMMMMMMMMMMMMMMMMmMmm JE3MMMMMMMMMMMMMMMMMMMMMMMMMMm MONO WON CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form comm i IMIT CHANGE No Street: Jamboree Road Location: Irvine Blvd -Bryan Ave No. 47 Field Review By: RSM Checked By: Josh McDonald Time: 1:31 5pm-2:43pm A PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/9/2004 85th Percentile (mph) 45 10 mph Pace (mph) 36-45 Percent in Pace 68 Posted Limit (mph) 45 B::ACCIDENT HISTORf Time Period Covered (months) 36 Speed Related Accidents 35 Speed Related Accident Rate Annual (Acc/year) 11.67 Accidents/MVM 2.03 :. . RS G TRA ... ... .. :_ FFIC FACTO : Average Daily Traffic 40,402 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Irvine, Bryan, Tustin Ranch Plaza Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping anytime Other (Specify) IDesignated bike lanes DI ROADW AY :FACTOR: Length of Segment (Miles) 0.39 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal E: ADJACENT LAND USES-'_ O ens business residential non -fronting) p RECOMMENDED SPEED LIMIT 45 MPH comm i IMIT CHANGE No Qoi� �o SPEED ZONE SURVEY �15 � ; A OBS I -S4,4 -S- WEATHER: SUNNY CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN 0 -nON (ST. NAME) c t2 ROAD SURFACE DRY OR OTHIM t� Zv s (ExPLAAN IF OTHER) IIRE•0T10 v KROAD CONDITION, GOOD FAIR POOR )BSERVATION POINT ' �" v ALSO NOTE IF SCHOOLS. PARKS, ON -MEET' PARKING. HEAVILY USED DAWYS. IC ED SPEED LIMlrr -mommow )p ' OF OBSERVATIONS �. � PEDESTRIANS NONE. LOW- MEDIUM HIGH • DATA COLLECTION 1,' 3 i '" ? � ~! :? _ OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS yISA81UTY, HILLS. CURVES 'IME OF OBSERVATIONS. DA 3 ROADWAY SEGMENT LENGTH MILES _ .. TRAVEL TO SITE SEGMENT LENGTH, ETC• 1 (BT N LIMITS) TOTAL. NUMBER OF LANES (THIS DIRECTION) A(OPPOSITE DIRECTION) .oOMMENTS TOTAL BOTH DIRECTIONS NNW STREET WIDTH CURB TO CURB (FT) - - DATA COLLECTION METHOD DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL Y �' --CTION L{ 1312130- )T'AL 20as D13131313 as aaa 131311 as 0130 131313 21 130 0130 00131113 1313131313 013131313 .1311[3[3[]- asaaa.22 22 130 aaa 00 aaa Z113 [31311 [30 aaa. 1313 23- oa 01313 C10000 130 11011 00 oaa as aaa 24.01 aaa (213 131312 01 0 O 00 aaa 00 aaa . DIRECTION TOTAL 131201311 131300[1 001313[1 1312130- S y 17 oa o0Q 13131313[3.- 000Q ❑00000 aoaaQ 000ao0000a ❑ooa 00 0013' 131313 000 11013. 13 00131311 00131311 28 00 aoa 13013012 00 aaa Qooa ❑000a 000011 aoaoou a ooaaa 000 oaooQ 000aa a000a 0000a ❑oaoa aaaaa oQ000 oaooa 000aa 25 (30 0013 131201311 131300[1 001313[1 1312130- 26, 1113 aaa oa o0Q 13131313[3.- as 130[ 1313131312. _ 2T 900012 131313 000 11013. 13 00131311 00131311 28 00 aoa 13013012 00 aaa 00131311 01301311 29 10 00[1 [313 131111 00 000. 130 aao 0013012 Z 30 aoa [30 131311 1313131313 13130013 13111313[:1' 31 E*0013 00131311 111313139 13013131 13131313[3,1 32 ®®-6013 00131311 111113011 013aa- 013 aaa -- 33 E@0011 1313131112 111301311'00 0011 000011 _ Z 34- ®REIfE E0.000. 013000 00 aao 00000-' 35 EE NEW 0@801a 00000' 00 000' 001313[[ 36 1@11* EE 0aQ 00000 00 00[1 000012. 37' ®E NNW E0 [3012 13013013 130000 00DOG r7 38 ®E E®E* @611130 0 aaa as a 11 000 00 01113 7 39 EE ■SIN N9131312 [10 131311 1313131311 as aaa slots m ONES on Niels §0110130 no solo aoaaQ 131213130 130130 013aaa 00000 00000 19 EaQ as 1300 � ®001313. 0013130 Z ��13aa 0131313[[ Z ®� 0013. aaaaa 0000[i ®1 aoa ®Emir EfaaO -9 ARMS EoEEO 40 JESSE, ®E 000 00 009 0000a 00 0130: J? 41 ®EE®■ 1101313. [1013012 0130013 00000 G 42 mmomm, @000G. 00 000 aaaaa (300013. -0 43 0 0011 130 aoa 013 013131313 as aaa 00 00[ - 44- ®E Eos: 013 oaa 00000- 1313131311 [113 131312 3 45' 044012 [1130130 00 0013 [3013011 131313131 3 46 §160013 0130013 [1[3[1[3[:[ 000012 131301311 4T jjS'OaQ 000130 01301311 00111311 0013131 0 48 1313101313 001313[: 1313131311 131313312 13013012 49= aaaaa: aaaaa 021313131113.131313 131213 11 ;1- 50 000011 0001211 1313 aao 001301130 01313 51 [313.01313 131301313: 000011 000111 00oaa 5Z 00131311 000111 1313131311 [11313131130 0013 53. [30 aaa 1113013[ 00131311 as aaa 00 1301 54. 0130013 131113 as aaa as aaa. 01113131. 5S [30131311 ❑1113Q11000a- 013111313 [313 1311 56. [3[1(3Q11 aaaaa 000012 131201311 aaaaa 5T 0013013 (3000[1 (31301311 aoaaQ aaaaa 58:130013111313(3131113131301 aaaaa 13131313[1 59- 1312013111312131311 aaaa11 aaaaa- as aaa P1RRP'1R RRf"TT'iTT iiRilRrT DOOM 00 000 000011 00 00[1 00000 000012 00 0013 00000 000011 00 00[1 00 000 00000, 00 aaa 0000[i 0000a 00000. 000012 00000 00 000 00000-00000 00 00[1 00000 01313012 00 00[1 00000 000011 0000a. 0000a 00009 COMBINED Tom EE EES. EE 0130. 013131312 13000[: 0001311 : V 1100E wE oaa 0000a 00000 0000101 ' E 11am @N111313 1300011 131301311 1313131311 17 E IEW 90000 0130011 [30131312 130 0011 E EEE [10 0012 [30 131311 131313011 1313131311 8 . E-11000 130 ooa:. 00 00[1 00131211 ®EES [313111111E rj- E ®�. ®0 aaa 00 aoa 00 aaa 0a C]0[3[311 00013D 130 aaa 013 aoa E ooa 0000D 00 a13Q 00131311 13 131312 aaa as 13[311 1313[213[L aaaaa.. [20 0011 i 3 ®1313 aaaaa 01100a aoaoa 0000E 3 9-50[1 00 anlr aaaaa 00111111 00 aaa: 0 000 1313 [3013: 130 01311 13101313 130 0011 [3 01313[l o[ oaa. 00 aaa 000011 131313011 110013 0110 --ca MODEL as aaa [a[1111 1 aaa oaooa aaaaa aaMa a000a 10011 oaooQ 013 ooll 01111013 00 01311 130013 0013013 0120011 aoaaQ aaaaa ! a aao 0100a 01300a 00 oaa 000- 130131311 0131313 aaaaa 1300013 aaaaa: aaaaa nnnnrT a000a 000012 1213131311131113 M mom MOWN ■■■■ ■ ■■■ ■ ■ ■■■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■■■ ■ ■■ ■ ■ ■■ ■■ ■ ■■ ■ ■■■ MONO ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■NONE ■■■■ ■ ■■ ■ ■■■■■■ ■ ■ ■■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■■■■ ■■■ ■ ■■■■■■ ■ ■ ■■ ■■ ■ ■ ■■ ■■■ ■ ■■■ ■ ■ ■■ ■ ■■■■ ■■ ■■ ■■ ■ ■ ■■ ■■ ■ ■■■ ■ ■ ■■ ■ ■■ ■ ■■■■ ■■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Jamboree Road Location: Bryan Ave -1-5 No. 48 Field Review By: RSM Checked By: Josh McDonald Time: 10:35am-11:33am A: PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 3/5/2004 85th Percentile (mph) 42 10 mph Pace (mph) 33-42 Percent in Pace 75 Posted Limit (mph) 45 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 44 Speed Related Accident Rate Annual (Acc/year) 14.67 Accidents/MVM 1.58 C: TRAFFIC FACTORS Average Daily Traffic 52,940 _ Lane Configuration 8 Lanes Total -Raised Median Traffic Controls Signal Bryan, West, Fwy Int, EI Camino, Fwy off Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Designated bike lanes D: ROADWAY FACTORS Length of Segment (Miles) 0.3 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No ' Street Lighting Yes Driveway Density Nominal IE: ADJACENT LAND USES Tustin Market Place RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes SPEED ZONE SURVEY 7� Al Oesewme rf_NR Z:k- G LOUDY MosCLOUDY CLOUDY PARTLY CLOUDY FOG RAIN (ST. NAME) __" -lot ROAD SURFAC8"*m0R OTHER [3 01313. [313 131311 012 13012 1313 000 1313 1313 [313 1300 1312 131313 , 013 01312 00 OGG C33 0012 (EMAIN IFOTHER) -5/10 4/1 A -t 4.0' V 12 &,-A-i- ROAD OADCONDMON- aSoWl" FAIR POOR' R SUMATION PONT - OSTED S L"Ir ALSO NOTE IF SCHOOLS, PARKS, ON-STREETPARIONG. HWI Y U�ED��, 013 13012 130131311 (313 131M' 0110013 00131311 13 131313 1313 131313 13[2 [3[3(:[. 130131311 1313 131311 PEDESTRIANS NONS:G& -MEDIUM HIG14 ATE OF OBSERVATIONS COLLECTION 7-,�, OBSTRUCTIONS AFFECTING 8 A& TREES. SHRUBS %=NG VISABIUTY, HILLS. CURVES DATA Me OF OBSERVATIONS: TRAVEL TO SITE �J;mt 'IV ROADWAY SEGMENT LENGTH 0.3 MILES SEGMENT LENGTH. ETC* (BTN UlMrM) TOTAL ON) NUMBER OF LANES (THIS DIRECTION) ;0MMENTS, 2:.$ 0.0- (OPPOSITE DIRECTION) IV 1p v TOTAL BOTH DIRECTIONS X STREET WIDTH CURB TO CURB (FT) 04eig =00 0"00 G "W'womm _4 00w 4rA L DATA COLLECTION METHOD oelllk P 35 RI'MMAKE13013 [30 01313 E3[3[3[3EI 0013013 7 36 ElEM111- SIE13011 0013130 131301313 01101313 DEVELOPEMENr. RESIDENTIAL INDUSTRIAL DIRECTION DIRECTION W1418INE TOTAL. OTAL TOTAL 20 013 000 [313 131311 00 0013 130 13130 1313 DQa (313 0013 1313 131313. 1313 131313 [313 013 13012 1313131313 00131313' [313[aa 13131313 131313 00 0013 013131313 1313131313. 1313 131311 21 [3[1[3[3[2 00 000 22 0[3 0013 000013 Cl 13 [113 [3' 1313 1300 130 (3013 013131313 00131313 00 131313 [3 01313. [313 131311 012 13012 1313 000 1313 1313 [313 1300 1312 131313 , 013 01312 00 OGG C33 0012 23 131313OU 1313000 24 13131313EI [313 1][312 1311 121311 [213 01312 013 01311 -1313 012[i 00 [3[3[:l 013 01311 13120011 [31301312 25 00000 01313012 000012 00 0011 1301313 26 013 13013 [30 131312 [313 131313 1313 131312 013 13012 130131311 (313 131M' 0110013 00131311 13 131313 1313 131313 13[2 [3[3(:[. 130131311 1313 131311 91301313 1313 131313 27 013 01312 00 0013 1313 01313. 013131311 [3[3[3[313. 000013 1313131313 1710 01312 1313 01312 1313 [3[3[1 1313 01311 013 0011 [311131313. 13131301:1. 13130011 131301311 13111313 9 2� 28 §111[3130 0[3 13[2(:l [313131311 00131311 3 29 02.1130' 131-3 1_300 130131313 013131311 1313 13012 1313131311 13la[3[312 121313 11 - -Z 30 MME09 00 [31311 131313012 13120013 [313 13 130131313 1313 131313 00 131312 [313 131313" 00 001:1. [3EI[3[3[1 1300011 131313131a n 13 131313 [312 131311 [30 01313 1313 013a 1313 13011 Aj 31 1111[l [3001313 32- 9551- [3 0 0 [313 1313 131313 [313 13 [313' 01301313 f 00000 1313 01311 Z- Me ING 0000[l. [300012 131301311 1313 0 [ICY I M 1213[1 [313 000- 00 01311 131a[3[31:[131113013. 0 33 1118 M--- G 0 01313 1:101311 34 Ell 19SIV NE3131312 131301313 000013 13 Sgo* 90 000 00 000 1313 01311013 131311 P 35 RI'MMAKE13013 [30 01313 E3[3[3[3EI 0013013 7 36 ElEM111- SIE13011 0013130 131301313 01101313 '7 N11630 �� DDQ OC300EY 000OG 0 0 G SEEMS EIRMEN' ED 131311 1213 0130- 1313 00EI 37 ME @Ell-' JIM EMIR.- ®E E�®E 990 0013 00130 �� 38 ®E 02%- ME11MIL 1313 01313 1313 0013 1313 131311 tF f ME MEREO' 00 00G 00131311 1313 131311. E IEEE* Ell 119M. ED 0012 1300012 130 0013. 39 on NEW 11111 01.313 130 [31311 1313 01313 1313-01312 M, ZEN Ell EMIR 1112121311 013 131311 1313 01311 40 EE MEW Ell -01313 130 13130 - 01313012 13110013 41 NJEEIVi J12 000 00 00[i 00[]Qcl 00 013EI L, 6 NEMM, ME RES MIN GOG 1312131311 1312 0 MOR AD 0013 130 000 1313 00111 (31] (1331133 42 ME Mulffle [300130 (313 (31313. 1313131313. 1113 131313 [313 131313. 0130013 130 0013' -3 AME1311 1313 131311 1313 131313' 1313 131311 013 1313[l - JIM NZIF 13013013 [313 01311, 00 013EI 13131300 i .� 43 SlElff][2 00 01313 44 ME lEllip [313131312 . 1313 [30EI 01a [3 [313. 013 1313a m� E 01313 01300a 013131313. 1 A 313 01311 13130011 45 SM1300 00 000' 130 1300 [313 131311 13131313 46 0130. 00 01313 013 131313 00 1300 1E 131311 1301313El 1313 1313a 00 01311 13[3 13[3[1 M13 1300. 00 0011 00 00[l 013 000 1313 01312 0[3 00G .00 47" [][3 [30[l* 00 000 00 00a 00 0011 1313 13011 pin E®a 013 0 00 ODEI 130 [3[3[1 Da 1301 48 013 0[312 00 0013 013 131311 1313 01311 1312131313 1301111311 00000. M 0013: [3[3 [3[3[1 [3[3 [3[3[1 [3[2O[3Er [31301313. [1 [30131311 [3130131I INEIROE! [313.13011 EX1013 49 ®a 0[]a00012[1 0[100[1�' /0V 50 [3013011 -013131311 1313 [3[3El [313 0101313 1312 [l 51 [][3[2 [30(3[3[1 [2131111 1313 00111 mmomm-0 -OEM )*0 n12 131311 [313 01311 1313130[r. 13110011 1313 c[ 13 130[l [3[3 [3[3[1 0013131a. 13130011 13131313U - 013 0011. 1113 5Z 013 0[3[1 [30 DOG 13131313EI 1313 1313[r 1313 1313 53 00 [3[3[:L [31200[1 110 [31311'. [30 1313[r [313 (313[l [3[31313EI 1313131312 1313 13[3[1 00 130 09130[l. [21301312 [3000EI 00 013[l 0130011 00 [313[l. 54. 0[30[]Cl. 00 00a 013001 GE1131311 1313 12131L = 12111311- 1311111311 [3[1131311 1313 [312[1 1313[21311 55 0120013 00 0011 1112 0011 13a[3[3[1 131111011 [11313Er 01300EL [IEI[3[3Er CIII-131311 012103 56 [][3 0[211' [10 [30El (312[3[3a* [313[3130: 131all 0121313EL 130131211 01313EIEr [3El[][3Er 13111113[r 5T 000131L 011 0131r (313 01311 13EIE31311 1312 13[3 [3[3[1 01300[l 0EIGUEr [3[1[3[3[l [3[j[313[r 'r1r][T 58 (301313[1 013131111 [3[1[3[3a 0[100EI DEIDDEr J30013Er 13El___ [3[113[3[1 0111313Er 1211130EI 59- a[loo[l 131113011 GE1131111 0EIGOE1 --GEIMEI MOGEL 0031311 CE10131 GE111 00 -00[1 60.- [3000[l. 000011 00131311 000131F. 0110011 ^A rovrnf"71"r mr, rinrr nrornnrT. nrT-mrT CEIGOE1 0130DEl' 0GODEL 0012121 011 13 nnnnrT nrimmil 13EI[30EL- 1313131M 13 11103 E03 0� 00 000 00 000 000 00 loommommommommmmmmmmmMMMMMMME immmmmmmmmmmmmmmmmmmmMMMMMMME IMMMMMUMMMMMMMMMMMMMMMMMMMMME IMMIMMEMIMIMMUMMIMIMMIMMIMIMMOMMIMMIMME ,00000000000................. ,000000000000................ J00000000000000.............. J000000000000000............. I00000000000000000........... CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: Jamboree Rd Location: OCTA/SCRRA R/W-Barranca Pkwy No. 49 Field Review By: RSM Checked By: Josh McDonald Time: 10:40am-11:18am A: PREVAILING SPEED -DATA Location of Survey Warner NB. on-ramp Date of Radar Sample 3/30/2004 85th Percentile (mph) 64 10 mph Pace (mph) 56-65 Percent in Pace 61 Posted Limit (mph) 60 B: ACCIDENT._HISTORY Time Period Covered (months) 36 Speed Related Accidents 25 Speed Related Accident Rate Annual (Acc/year) 8.33 Accidents/MVM 0.23 C; T RAFFIC FACTORS Average Daily Traffic 62,632 Lane Configuration 8 Lanes Total -Raised Median Traffic Controls No Crosswalks No Pedestrian/Bicycles No/No Truck Traffic Yes On -Street Parking No Other (Specify) D•� . ROADWAY FA CTORS r Length of Segment (Miles) 1.6 Vertical Curve Slight Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/No Street Lighting Yes Driveway Density None E: ADJACENT LAND USES Tustin Legacy - RECOMMENDED SPEED LIMIT 60 MPH SPEED LIMIT CHANGE No �T =A= I ■1■ :.� �t:• �::�_�"�-� .•- •�: ill 311"019110131ml■ al■ 3131■ ■1■ ■{■I■ /i■ ■1■ ■ ' ■1■ ■ al■ a1■ ■t■i■ ■ ■ ■tat■ ■t■ 3131■ ■{■ ■1■1■ ■I■ ■I■ ■ ■t■ ■131■ ■ ■ ■t Ills ■tmiss minentoo us ■t■ '� al■ ■1■t■ ■1■ ■1 ■ n1 ■1■i■ al 3131■ ■i■ ■1■1■ ■1■ ■ ■I■ ■1■ ■ ■1■ ■t■ 3131■ ■ somininemol ■ ■1■ 11■ ■ ■I■ ■1■ ■ ■1■ ■1 ■ ■ ■ ■131■t■ ■ ■1■ ■ ■ ■ • ■t■ Mimi ■ ■1■■1■most ■ ■■1■ ■ ■131 ■■ ■■■ r ■ ■ ■111■ ■1■ ■1■t■ ■t■ ■ ■i■ ■i■ ■ ■1■ ■t■ ■ ■t■ � : ■ ■ ■ ■ ■ ■t ■131 ■1■ ■1■i■ ■I■ ■ ■1■ ■1■ ■ ■1■ 31■ ■ ■ ■ ■ mini ■1■ ■ ■ ■t■ ■ ■ ■ ■I■ ■1■t■ ' /i■ ■ ■t■ ■ ■ ■1■ tIMINOMIN ■ ■1■ ■ ■1■ 3131 ■ ■ ■ ■I■i■ /1■ ■ ■ ■ ■ ■ ■ ■1 ■ ■1 ■ 101"91010 ■ ■ ■ ■1 ■ ■1 ■ ■t ■ ■1■ ■1■I■ ■1■ ■ ■1■ mini ■ ■ ■ ■1 ■ ■ ■ An ■1■1■ ■I■ ■ ■I■ ■ ■ ■ ■i■ ■ mini ■1■ ■1■ ■1■1■ ' .�: al■ ■I■ 3131■ ■I■ 3131■ ■1■ ■ ■1■ NIMINIMIS Ir 2121miamin idol stalsimiNGINIMININIM ■1■ ■ ■ ■ ■t■ ■ ■1■ ■t■ ■t■1■ ■1■ ml 1mIsla_MJMI ■ ■t■ ■t■ ■ / ■ r •� . -. ■1■ ■1■ NJ alsomizi minisioni■ mini a ■ ■ ■ ■I■ • 'qtr 3131■ ■t■ 3131■ ■I■1■ ■ ■ ■i■ ■t■I■ ■1■�■ ■ ■ • '� l ' ► �t .' . 1 .t. ,I.. ■I ■1nl■ Miami M■I■1■ .!3131■ ■t■ ■Into ■1■ ■1■1■ ■ ■ ■ ■tMiami ■ ■ ■1■ I1.0�.1 .t■ ■t■ ■tnl■ ■111111 mini Miami n■131■ ■1■ ■131■ c� . I, .1 ,t• -1►- .111■t■1■ nistelol Millsintolsislawl■ NJ min ■13111■1■ ■1■t/131■ ■I■IQl■1■ ■tot■1■1■ '� „► J3t■t■ ■13{31■i■ NIM1311111 01431011■1■1■ ■i■1■t■t■ I' A m1nvjm1m13tn10 ■1■ ■tnt■ ■In)■1■i■ ■ts1■1■!■ An ■t■i■t■1■ otsl■ts1■ mini ills Ir i a .i: = n1■iat■t■ ■1■lal■ts ■I ■1■I■IN �' ,: 1 I �t. :.131■t■1■ ■1■ 3131■ MINI al■1■ ■131■t■1■ • 1" 1 .1 -1-;1 mini m■Inl■t■1■ ■t■ atnl■ sinful in ►, • dim Cool so ui • Imlo- ui IL z ui LU z IL ui co • z Cli cr) Cl) Lc) 04• V) Il000 • 'LL • it • Lu � 9 � ui • • • • •• roo e% w CO) • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MMMMMIMMIMMIMMMMMMMMMMMMMME ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■MMMMM■■■ MMMMMMME■■■■■■■■■■■mmmi■mmmmm■mmmmmmm■■m■■ ■mmmm■m■mmmmmmm■■■■m■ mmmm■■ mmmmm■ mmmmmmmmm■■■ MMMM i■ ■■■■■■■■MMMM■■■■■■MMMo■■ mmmm■■©mmmmmmmmm■mmmm■■■m■■ ■■ MMMMM■M■i■■ MMMM■■■■■©■■■■■■■■©■■mmmm■■m■ mmMMM■■M■■ ■■M■ MMMM■ MMMM■■■■■■■■©■mmmmmmm©mm■ mmmmm■ mmmm■■■ mmmo ■■■■ mmmm■■■■immmm■■■©■©■■■mmmmm©m■m■ mmmm■■■ mmmmmmMM■ ■■■■ mmmmm■ mmmm■®■m■©©©■■■■©mmmomm■ mmmm■m■m■■i■ mmmmm■ ■■■■ mmmm■ mmmm©■©©©©©©©©■■©©■mmomm■■ mmmm■m■mmmmmmm■■ ■mmmm■■■■m■ mmom©©a©©©©©■ m000 ■■©■ mmmm■■■■mmmm mmmm■i■ ■■■■■■■i■i■■ mmmommoom©©©©©■ moomm©m©mmum■■■i■■m■ mmmm■m■ MONO ■■■ ■■ ■■■ ■ ■ ■ ■ ■■■ ©■■■ ■ ■ ■■ ■■■ ■■ ■■■ ■ ■ ■■ ■■ ■ ■ ■■ ■ ■ ■■ ■ ■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Keller Dr Location: Robinson Dr -Jamboree Rd No. 50 Field Review By: RSM Checked By: Josh McDonald Time:1:35pm-3:35pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/24/2004 85th Percentile (mph) 38 10 mph Pace (mph) 31-40 Percent in Pace 60 Posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Saeed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 . C TRAFFIC FACTORS Average Daily Traffic 2,000 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Stop Jamboree, Robinson Crosswalks At Robinson Pedestrian/Bicycles Yes/No Truck Traffic No On -Street Parking Some restrictions Other (Specify) D:R3AD�IV`All~ FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: AWACENT SND USES Condo Communities, s pool, park RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No ��■ OIL' ElEff/ A' • Mae I RAI •' - ' •_'- ,J- ��' • 1 r •� r - • •ev• ' • • 11 /_ T an ■a■ ■■■a■ MEMO ■■ ■■■ on No ■■ ■■■ MENEM ■■ ■■■ ■■ ■■■ ■■ ■■■ 0111111111111111 ■■ ■■■ ■■ ■■■ ■■ ■■■ sense minim 0 n ■■ ■■■ ■ MINIM ■ a ■■■ ■ min ■■ as ■■■ 11011 a 0 ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■Mae -0 ■■■ ■ min ■■ Remain ■■ ■■■ K ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ loin 0 m ■■ minim ■ min ■■ 0 ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 5 ■■ ■■■ ■■ ■■■ ■min min 0 ■■■ ■■ ■■■ minim also J . �• on ■■■ ■ Mtn ■■ a MINIM ■■ ■■■ ■ MIN ■■ - : ■■■ ■■ ■■■ ■ all ■■ ■■ ■■■ ■■■■■ Islas I ■■■ ■■ ■■■ Elgin min Solon ■■ ■■■ ■■ ■■■ ■ min ■■ ■ min ■■ 0 ■■■ ..■ ■a■ ■■ minim a minim ■■ ■■■ solas ■ ■■■ ■■ ■■■ ■■ ■■■ 0 ■■■ a minim -101010 Basin ■■■ ■■ ■■■ 1111111111111111110 minions ■ ■■■ ■■ ■■■ ■■ ■■■ Massie 0101101010 l ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 011111111111 0 a : ■■■ ■■ ■■■ ■■ ■■■ BROWN a minim ■ ■■■ ■■ ■■■ ■■ minim 0111111111121111 son■■ .. :■ ■■ MINIM ■ min ■■ 0 minim ■■ ■■■ 01010 ■ ■■ ■■■ ■■ MINIM ■OWN ■ MENEM an ■■ minim ■ min ■■ MENEM ■■ ■■■ ..■ ■■■ loin ■■ ■■■ ■■ ■■■ ■■ ■■■ :■ an ■■ ■■■ ■ min ■■ Some ■■ ■■■ ®� -on ■■■ ■■ ■■■ ■■ MINIM 0104010 a son :;■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ Olson min ..minims Rejoins ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■ ■■ ■■■ ■■ ■■■ 11110 MINIM MINIM MIN . ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ MEN r,aJ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ minim MIN MIN ■■ ■a■ 1 minim onions molloole /.■ ■■■ ■■ ■■■ moons ■■ ■■■ 0015010 • an I ■■ ■■■ on MINIM minim 0 1 0 an 1111 on on ■ minim ■ WE ■■■ soon an ■■■ • own■■ ■■ ■■■ ■■ minim ■■ ■■■ 0 ■■■ ■■ ■■■ ■■ ■■■ son ■■ ■■■ ■N ■■■ as ■■■ ■■ MINIM 011111111010 moons _ ,■ ■■ ■■■ gonna ■■ ■■■ ■■ ■■■ on minim solemn on MINIM ■■ ■■■ 30110111111 ■■ ■ alone ■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ 13111111111 MENEM 1111111011111111 ■ minim ■ ■■ ■■■ ■ ■■■ 0 1111411011111 ■■ ■■■ ■■ ■■■ ■ -MUM ■■ ■■a■■ SENSE moslain ■o ■■■ onions ■■ an ■■ ■■■ ■■ ■■■ on ■■■ ■ win ■■ ow ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ BIII010 minim ■■ ■■■ ■■ ■■■ ■■ ■■■ minim Elm ■■ ■■■ ■■ ■■■ ■MINION a 011§1510901011■■ ■ ■■■ NMI ■■ ■■■ 3 ■■■ ■■ minim • ■■ ■a■ ■■ ■■■ ■■ ■■■ 0 Elgin NINON otm ■ ■■■ ■■ ■■■ ■■ N■■ ■ Elm ■■ NEE■N ■■■■■ Elm ■■■ ■■ ■■■ 0 ■■■ NINON Els MINION Muslim 01311§0111111 ■■ ■mimesis minim • ■■ ■■N SSSS■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ min ■■ ■ min ■■ ■■ ■■■ • a ■asells Ellison■ ■signs a MINIM ■■ ■■■ ME MINIM ■ NINON Nin■ ■■■ minim mim■■■ a■■■■ ■■ minions 0 ■■■ ■■ N■I■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ N■■ ■■ ■■■ ■■ ■■■ ■■ ■■sellsminionsminim■ ■■ ■mines■ ■■■ ■■ minim ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 1111110 min Sslows ■ minim minim 3 m ■■ ■■■ some ■■ ■■■ ■ min ■man 0 ■ mines ■ ■■■ a SSSS■ Elm SS■ ■■ Klein minim 0 m ■■ MINIM ■■ ■■■ ■■ ■■■ MEIN am ■■ ■■■ ■■ ■■■ SSSS■ minim -mimesis minim Ninon 3 m ■■ minim ■■ ■■■ Sollmloln ■ MINIM ■ ■■ ■mines 0 ■■I■ -• SSSS■ ■sa■■ ■■ ■■■ ■I■ a■■ ■I■ ■■■ ■■ minions ■■■ ■N ■■I■ ■al-MIMIN41MIRIMEta 21111111401311 misal of ■■meal ■ ■■■ ■1■ ■■■ ■■ ■■I■ ■■ Ninon m ■■■ ■■ ■■I■ ■I■ 0*114 011431112 slo■■ minim ■■ ■■■ Milani so Elgin 011111511111 m ■■ ■since■ ■■t■ ■■ ■■I■ ■■ ■■■ '� SSSS■ ■I■■■■ ■i■1■■t■ ■■ ■■I■ ■■ E■■ ■NI■t■■ ■■ ■■■ ■■ SISI■ ■■ ■o■ ■1■ ■■i■ SSSS■ ■■ ■■■ moll c a ■■ ■■■ ■1■ ■1■■ ■■ 1111101011131 m ■■ ■■■ ■1■ ■■moll mini ■■ • ■ ■ ■I■ ■ ■ ■131010201 MNI ml 0!151 MINI at aol of ■ ■I■ ■ ■ ■ ■ to Sol at minim! -10101 at NJ Omni Mtn! ■IMiami ■ ■ ■ o MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Main Street Location: West City Limits -Williams Street MPH RPVIP_w Rv• RSM Checked Bv: Josh McDonald No. 51 Time: 2:30pm-3:35pm A: PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 2/12/2004 85th Percentile (mph) 37 10 mph Pace (mph) 28-37 Percent in Pace 76 Posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 7 [Speed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 2.99 C: TRAFFIC FACTORS Average Daily Traffic 81922 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal Williams Crosswalks At signal Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes (restricted) Other (Specify) D: ROADWAY FACTORS - Length of Segment (Miles) 0.24 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density None E: ADJACENT LAND USES Residential (non -fronting), Prentice Park, school zone - RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No s3 SPED ZONE SURVEY Cmr • LOCATION (Sr. NAAW 14 t A/ F3tSki CLOU WEATH. DY PARTLY CLOUDY MOSTLY CLOUDY POG RAW UmrrS (STN) : Gv �' // , •(� / W ck ROAD SURFACF. DSR OTHER OIRC-C TION N8'S8 (D�PIAtN IF 0?HEiq OBSERVATION POINT y'! ' , �:� 1` ROAD CON01'T10N•FAIR POOR PpsTED SPS umffr D ALSO NOTE IF ;LOW PARKS, ON -STREET PARKING. HEAVILY USED ORWM DATE OF OBSERVATIONS r- / /Z..) PEDESTRIANS MEDIUM HIQf TIME OF OBSERVATIONS: DATA COLLECTION 2 ; IS o — ' 3s♦ OeSTRUcnaw mrwrm SPED As: TRESS. SHRM BLOClONG VISA8IUTY, HILLS. CURVES TRAVEL. TO SITE ROADWAY SEGMENTLFNGTH MILES SEGMENT UNGTH, ETC. / - N (87W umrm TOTAL NUMBER OF LANES (THIS OIRECTIONY COMMBVTS- i ,�r b A t-rA,41 (OPPOSITE DIRECTION) TOTAL BOTH DIRECTIONS Z TOTAL w - - a MINIMIN 20 00 01311 1113131312 1313 1313131312 130131311 0 mom 21 00002 00 000 00 0130 000130 1001301 MINE 0 22-13111113[l 1313 aaa. 00 a13aY 130131211 1313131317 Im 23 110 aaa 1313131312 1313131311 00 aaa 130131211 1 241313aaa as 131311 as aaa. 1311 111211 131131311 2 25 /1100111312/1011 1313131311 1313131311 1311131311017 3 26 BEfaQ 00131312 013131311 ❑013011. 00131313 _ rr W aaa 00 013[1 as aaa 130013a 1313131313- -1 MIR 28 11M1111ff [113 131311 130 131111 1313131312 00131311 29- 09113a 1313131312 1313131311 130121111 1113.131312 K ENN 30 f!f ®ffiff WSM11 WEEK 1311131312 00 (31311 .31 MB 119ff 10 ®1111 013 131311 00131312 13131313[l 32 15-0519 1111012 Oa 131311 1113131312 131313131:1 0131300 33. oil eflff. @a Miff [1[3[3[3a[1[3[3[3a130 [1[311 00 0012 ►� X NESE1.. ®gni [1001312 aaaaa. asOOQ RE N011 01301211 013131311 35 1111111M. EB 131311 [3131313[. 0[13011 (31313131:1 9 36- ON NOW. Eli 1102 1113131311 131113011 1313131312 (a 3T RESEW 8130013 aaaaa. aaaaa aaaaa � 38 1111111311' 10131313. 131313132 13001312 131213131:1z 11E11100 39.1111 [3[212130 aaa as 013112 as aaa Oa aaa: 3 40- §1@012_ 131313012131313012 1317111313 13[3'11[3[1 0013012 mom 41 QO a0Q 00 002 Oa aaa [3[1[1[31:L 00 aaa: 0 42 aaaaa aaaa[1 aaaaa aaaaa aaaaa 43 [11313011 13013011 0001313 00131311 1313000 44- [113aaa 130131312 131311300, 00 1313[1 [30 01311 45 ®0 [3[312 00131311 1113131311 1313111311-1213131311 46. 131313012 1313111312- 1112111311 1313131111 00 a01z 4T 1313 131312 00131112 00 01311 13111313111313 13131:1 48* 130121311 00 0012 01213012013 13011.012 131312 49 [101313[l131312[1[113111313[lOaOar� 120.1301l. 50 1311131311 1311131212 00 01311 1313131311 1311131312: 51-13121301113[001113131313[1 1311131311 1112aaa 52 13111301z DO 00[1 13131313111213.130[1 [3[113[311 51* OOoolt 0120131: 013000: 000011 aaaaa 54- aaaaa as [2 1311121311130111311 .121312011 5% 13131313[1 [1013 1300130: 1300 aaaaa 5& 01201311 1313131311 1311[3[3[r Oaaalz 1313131313: 57' 1313131311 [][1131311 aaaaa 130110!2 1220aar 511-. [11213131113[001r 1312131311 1313121313: 011.1311 59: aaQalz 1312 11 1311131311 aaaaa aaaaa STREET WIDTH CURB_TO CURB (FT) G y DATA COLLECTION METHOD �-.. DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL C <3 ZU? son 0 mfolols a MINIMIN 0 a 0 0 0 0 0 0 MIN 0 mom 001101010 MINE 0 mo- is No 1 1 mini Im We aaa 1 E MIE111 main a MIMINIMMEMN 1919SEF on 01011M slow 000GG 0000a 001313Er -1 MIR 11R 131311 as aaa aaaaa 1313131311 1913011 13111313[1 13[aaa: 13121313Q WGERI 11131311 1311131213 1113131311 00131311 001313ar SEEK 513131311 13131313a 1312131311 Oa 1313[1 Z MINX We aaa 0013132) 131313[2[r 013131311 E MIE111 0001311 120131311 130012Q 1201313Q 1919SEF SKOOG 000GG 0000a 001313Er -1 MIR 11R 131311 as aaa aaaaa 1313131311 K ENN ME aaa 130 aaa 01201211 as 013[1 INE012 0131300 00 OOQ 131201313 013130[l XMIN . Eli ME& RE N011 01301211 013131311 «1119 11ff l af. 00 13012 01301311. 013 013[1 IN MEN' 111E11ft 11000a as[3aa 01201311 «IFEX: 11E11100 00 0012 012130[ 00 0011 IN SIR. 0013011 00130E 0130131:1 013130[l «-SIM[ 0130130 as 0EXI as (3a[1 13131313[1 9.91212 1313131313 1301313[ 01113Qar 13Q[3OQ S-111312 00 000 00 0012 aaaaa 01213 1313130 00 aaa 00 01211 13120011 12130131 012011 01301313 0001311 131213011 131201311 0 aaa 130 01312 130 aaa. 01200a 0130012 ❑0aaa 000011 00-0011 aaaaa 1312 1311 ❑012[3[1 [3[2[2[2[2' as 0011 a131301z. 1212131311 r7112- 11011 13131313 0131313[l120[31311 aaaaa 001312X1. as a0Q 013131211 01201311 13[1 0[3[1 n, 12121211 131112121113001311 131113011 ❑13131311 Oa [3011 OQOaQ 1313131311 as 13QQ ❑0131311 130131113. 00131311 1312130Q [30.000 ❑11013[1. 0000[r 011001101313a11 (3013011 QQ 1313E 000012 0001212 0000[1. aa012lz s ❑12001L 0101211 1211013Q 1a aaQ as 0012 10 -IM I I 1 01 1 1 0 son 110100 son MINAN1511 1 04 0 men 0 Magill I al Omni mini al off -ST -OT -M 011 mfol NJ 1■Huai ■■ ■■ ■■■ ■■ 01 ■■ t■■ ■■ ■■�■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ ■■■ w�w�cv TOTAL. IIIIIIIIIIIIIIIIIIIIIIIIIIII ■■■■■■�■■■MMM©■■�■■�■■■■ON■■■■■ i■■■■■■■■■■■■©■■■■■■MONO mom ■■ iMMO■■MMM©©M■©MMMMMOMONMNMMM■ i■■■■©©©©©©©©©MON■MMMOMOONNM■ i■■©©©©©©©®©©©©©©©©■MON ■■■0M■ I■■©©©©©©©©©©©©©©©C]■M■■■■■■■■ i■■■■■M©©©MMMMMM■■M■■■■■MMM■■ iMM■MM©©©©MMM©■MOMMOM■■■O■O■■ iM■■■M©©©©M©©©M©M■MOO■MOMMMM■ IMMM■■©©©©M©©©©©©■■M■M■M■■N■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Main Street Location: Williams Street -Myrtle Ave No. 52 Field Review By: RSM Checked By: Josh McDonald Time:1:30pm-2:22pm IA: PREVAILING SPEED DATA Location of Survey. Mid Point Date of Radar Sample 2/10/2004 85th Percentile (mph) 39 10 mph Pace (mph) 31-40 Percent in Pace 72 Posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 10 Speed Related Accident Rate Annual (Acc/year) 3.33 Accidents/MVM 2.23 C: TRAFFIC FACTORS Average Daily Traffic 81922 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal Williams, Stoneglass Crosswalks At Williams Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) Red/white curb areas D: ROADWAY FACTORS Length of Segment (Miles) 0.46 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Fwy Right -of -Way, apartments, school zone RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No s� SP ' ZONE SURVEY ME1961. MY 5 Af.�!� 92U vnAdna" (sr. NAME) AN Nft. WEArrCLOUDY PARTLY CLOUDY momy CLOUDY POG RApr Im Ly X 12 7 L S_ ROW SURFOTHER L"lCm=CN NZ S8490;w (EXPLAIN IF OTHER) OVATION PONr �ROAD FAR POOR r -'STM * umffr 3 a MPH. ALSO NCrM IF SCHOOLS, PARKS, 0N4TREEr PARKING, HEAVILY USED ORWYS, TE OF OBSERVATIONS 10 PEDESTRIANSAMM HIC41 swE OF OBSERVATIONS: [ATA COLLECTION 3,0 - - 2 7, z- 083rRUCn0NSAFFECnNG SPEEfl A& TF:UM& SHRUBS 81.0000 VMBIUTY. HILLS. amm TRAVELM SITE ROADWAY SEGMENTLENGTH 10 -1 - MLES' SEGMeff UNGTH, M. - (8TN LIMITS) TarAl. NUMBER OF LANES, (THIS DIRECTION) J* f =- COMMENTS: *0 ,4 4 A F 74 AJ (OPPOSITE DIRECTION) TOTAL BOTH DIREcTioNs. STREET WIDTH CURB TO CURB (FT) to DATA COLLECTION METHOD OEVELOPEMENT_R INDUSTRIAL COMMERCIAL CS� --REcnONOIRECTION r7' 4 7 -mmmmw mmj3j3a c3Ell3[3El [312 [31312 (313 (313[l COMBINO rear WEI 131313130. 00 0011 1313 131312 13131313[l 32 I§@vjff 1111RC112 013 131311 1313 131313- 1313 00[l Emmou 00 009. 00 00a 000aQ TOTAL. 20 00 000 11E3 0012,1301300 00 [30[2 0013011 13 013[l 01300[l 013131313 130 000 001301 21 013 01311 013 0130. 00 0013 1213 13130 - 013 131313 = 13 131313, 121301311 1313 1313[l 1313131312 1313 13 22110 01312 013131311 012 13012 1112 131311' 131313101311131313. HI MEQ111KIIII12 130 131313 1313 01311 130 1313 a11 z 1313131313- 1312 00[l DE10012 1311CH312 23 1[30[3[1 00001a 00131312 ClEl [113[l DO [3[3[1- riOE31312 1312131312 131313120 131313011 131301311 0 24 00 01311 1213 131311 1312 131311 013 131311 1312 121311 11 13012 131301311 130 131311 130 12a11 130.131211 mom 2s aim oacr imiciacr c3com c3i3oc3cr imacuri _E7000a M 13130. 1313131312 1313131313. 1312131311 13131313[l 0000U [MCMEI 012130[l 013 0011 0 26 [3[3[3[3[1 00 [11311 [113 01311 01201311' 013 001a' r10 01311 00 01312 013 0011 ElEl 013EI 13131313EI • a 27' ®a [3[3[1 [313 131311 013 01313 00131311 12131113 1EE101211. [lElEl[M 00 000 EMEMEI 00 00 z 2 f5aaa 00EMEI 011 13 01J 0130OU 00 001a wascEr [ME13E1 00 0011 00 000' 0001311 e7 29 @Efflog NNE11311 131301211 0131213[r 011 OEM -3 sommmomw M Moa 1313 13131 1313 13133 13120011 1213 131311 • 30 15-MMIK *0 130a (313 1313G Ola[313G 13[a[313U. 7 -mmmmw mmj3j3a c3Ell3[3El [312 [31312 (313 (313[l .31* WIS[I 1313 131311 1313 131313 130131311 1313 13131:1 4 -ME WEI 131313130. 00 0011 1313 131312 13131313[l 32 I§@vjff 1111RC112 013 131311 1313 131313- 1313 00[l Emmou 00 009. 00 00a 000aQ 33- jilffloff. 1[1 [3[312 1313 1313[l. 1313 131312 1313 131311 RESE9 IIEM[3[1* 1313 13130 00 000 00 00 344 W11 01312 [31213[3[:[13013131 13131313[[ ll fEff 111HO1312 130 131311 [313 1313C[ 1313 [313[1. owns. 35 §sEffff M"Mll' M[3[3[3[:[ 13[l[3[3[3' [313 1313 IRE -19011 1611109 @111 131312 1313 131312 1313 36 §fllmffiff Mnff[3[1 [1[3 [3[313 [3[3 [3[3[2 [1[3 [3[3[1 R 5101 191900 013 013a 00 01312 0(2 0012 3T N111181K. N1131311 [1111313[l 13131313EI 131313130 HI MEQ111KIIII12 130 131313 1313 01311 130 1313 a11 z 38 §0Illi- INERS 131313131r 1313[313[1 [1131[33[03[aI "7 MINMEW IE11131313 1313131311 1311131311 13131313 1313 39 1MR51t. IC[3[3[I 1312131311 1311 1313[l 1213 131311. Me11 MR131313 1313 131311 1312131311 130 013[l 40 IN INS- 013 01312 (313 131312' 0[11313[1 (30131311 = 11 11019. ME 11312 1313 1313[a (3[1[31311 1313 1313 3 41 §W§[3[3 [][3 [3[3[7 [3[3[3[312. [313 0012 [3[3 [3[313. 1110112 1213 131313 1113 131312 11131313CI 1313 1313[1 z. 42 15131312 1113 131311 1311131311 130 131313 1313131311 BE moll 00 000'. 00 00a 00 0011 00 0 a 43 E111313[l 130131311 1313131313- 1313131317 1313 1313' *2- M 13130. 1313131312 1313131313. 1312131311 13131313[l MEN 44.112 aaa 1313 01312 (3121[3[.11 13[3[1 130 1313[l = 2- 0.131311 1311 131312 1313 131312 13121313[l (312131313 1 45 §13 131311 13131313EI 131301317 1313131311 [313 aaa r, V 131311 1313(31311 1313 131312 1312001:1311311 00 46 [312131312 130 13[3[1 1313 0011 130131312 (313 111312 = 0 47- [113 [3[3[1 10 El[l[l' DE1131312 13111313a 1313 aaa M 13[3[1 1313 131312 GO 1213[1' 1313 13121 1313' EI 1313131211 1313 131312 (3131313[l 1313 1313[1 0 48 1313 131312 13111313[[ [11313011 [113 13130 111011: (313131311 1312131311 1312 131311 131313[3[1 1313 1313[l - ammumc 49., 131313E312 1312131311 01213011 (31313[211 [20[2011 13131311 13131313[l 1313131311 13121212[l 01312131 50 13131313[l0111011 13131313EI 13000[1 130131311 131113[3[1 111301311 1E1131311 1313131311 1312 1211 51 NEI131311 [10 0012 [3121313[l 13111313[7. (3131312EI. f71131113[l 130 130[l. 1313 131312 1213 1313U as 1313E 5z 013130EL. [113 [3[3[1 1313 13E3[1 131313EIEL 1312 13 013 013[l as DUEL 13[1[31311 100011 13[3 1313[11' M1111130EI 01311131r ODIUM 131113130: 13111313[l aaa[ 1312130EI 13CIE11311 [3[1131312 (3121313[L 54- 13121313EL aaaaa 1313120a 13111313[r 13111313CE 120011 13[l[l0El [lEl00E1 IME1011 [112CE11 55 MWEr [3[l[2[3Cr EI[I[3[30 130000 1300011 1313Er 131113[3[1 13[1113[r 0[[1313I 13[l 131101311 ElEl ElElEr 13111313[r [MEMEL 000 0[[ 113131 .13113133 13113111. 13EI01312[3rlrT 5T 101311111[3[3¢ 131113 000 13111313EL 111112011 I01313[r. [311131311 13111111[r MG 59- (31113011 131113131 13131313[r 1301313M Ella MT 1001 1311130[r 1213.131311 QuaOQ IMEM 59 CE El 131313133. [3121313[l ME3 13111213[L MUM 13111301E. 13121313EI 13121313[L 00[310 6m IME! all MWEE (3[1[3[311 craad [3EI[3133 a0a01z [30130[r 13[00[[ woommommommommommmmmmMMMMMME o m m o© m m© m m o m m m m m m m m m m m m m m m m o m m m m© m m ©m m m m m m m m m m m m m M M M M M M E o m m o© m ©©© m© m m m m m m m m m m M M M M M M E m m ©©©©©©©©© m ©® m m m m m m m m m o m m m m ■mommo©©©©©©©©wmmmmmmmmmmmm■ M©©©©©©©©©©©©©MMMMMMMMMMMMM■ mmmmmmmmmm■mmmmmommmmmmmmmm■ mmmmmmmmmmmmmmmmmmmmmmmmmmm■ mmmmmmm©mmmmmmmmmommmmmmmmm■ mmmmmmmommmmmmm mmmmmmmmmmm■ mmmmmmm©mmmmmmmemmmmmmmmmmm■ mmmmm©©©mmmmmm mmme mm m m mmm mm ■ mm©mm©©©©©©mmmmmms m mm M MMM M M ■ mo©©©©©©©©©m©mommo mm mmm mmm m■ mm©©©©©©©©©m©m mmmommmm mmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Main Street Location: Myrtle Ave -Prospect Ave No. 53 Field Review By: RSM Checked By: Josh McDonald Time: 12:43pm-1:23pm A: PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 2/10/2004 85th Percentile (mph) 35 10 mph Pace (mph) 27-36 Percent in Pace 79 [posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 8 Speed Related Accident Rate Annual (Acc/year) 2.67 Accidents/MVM 1.55 C TRAFFIC FACTORS Average Daily Traffic 81922 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal Pacific, B Street, EI Camino Crosswalks At signals, Prospect, C Street Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) Areas of red curb D: ROADWAY 'FACTORS Length of Segment (Miles) 0.53 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E: ADJACENT LAND USES CBD, residential RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No d u7 SPS ZONE SURVEY crTy OBSERVER: LOCATION (Sr. NAS WEA7HER:: CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAN mrs (MM o s ' c T / /h'�.rz T� RaAQ SURF OR OTHER' DIRECTION NO SBfoff (EXPLAIN IF OTHER) OBSERVATION POINT ROADCOK UCK FAIR POOR POSTED SPEED UMIIT n MPH ALSO NOTE IF PARKS, ON -.STREET PARKINGHEAVILY USED ORWM DATE OF OBSERVATIONS ES I RUM NONE LOW MEDIUM HIG31+ TIME OF OBSERVATIONS: DATA COLLECTION OesT Cn0N8 AF;%= m s A&; TREES. *mw Bt=NG yooLv. Wino& a vES. TRAVEL TO SITE ROADWAY SEGMENTLENGTH /:!I MILES. SEGWNT LENGTHI ETC: 0 (STN UWM TOTAL NUMBER OF LANES (THIS DIRECTION) 1 COMMENTS M s (OPPOSITE DIRECTION) 1 TOTAL BOTH DIRECTIONS 01 STREET WIDTH CURB. TO CURB (Fi) ry DATA COLLECTION METHOD iOo4-fL OEVELOPEMENr- RESIDENTIAL INDUSTRIALC_ 0lRECT10N 01RECnON TOTAL. TOTAL 20 asaOQ 00131313 00 13120011 131000 s 21 00 aaa [313[3[3[3- as Oaa 1313 a0a 00 1300 22 as aaa Oa OOQ 00 aaa. Oa aaa1 as []13 [1 23.13131300 _ [1[1[3[3[:l 0130011 110131111 1312131312 24- ffil ESQ [3[1130[1 00131311 1112121311 13[2.1313[1 s�25 ' Qa000 1313131311 Oa000 0110 �� ��� 1311 3 26 1261311 131113011' 1113111311 131213131 01311130 z 27 §M 1®11 BE 6011 00131311 as OOu 00 012[ z 28 ORDER" 951313a 00131311 001313[1 13121313[At son lmlnnwwm� 29 SINS SIMER ENEOa 01101311 [3aaaa to 30- n ®llff INNER 1311131111 012000 13[3 1313[2 is 31 "MEW SH fall tf jj00. [3[3[3[31.1 [3[3[3[3[3' 32 ■"§W 05 -MEW 012131311 0110001 0013012 31 @E Eft ff N13Q 1112111311 1113aaa as OOQ s 34- SM-a®et 0131313[1 130 121311 13111313[1. 1301313[l 35 11561311 0130011 131301311 00131111 1113131317 -3 36. "MaQ as oars 13131313[1 as aaa 1313 aaa 3T ®MMM[I 00131313'- a[2[300:- 013131311 1313131111 2- 38 1 m 0 1113[313[l00131113[313[l131213[1[1 00131311 as o0rs 39 5f.0[30: 013 aaa. [3[2[3[3[: [3a aaa as aaa: 1 40 50 0013' 00131311 OII 131311 001213[1 00 aaa 41 00 aaa 00 [3 [3[j 00 00[ as 0[3a 00 000 42 1313131311 130 aaa 1311111311 131213110 1313aaa 43 131311131100131111 13000[1 Oa 0011 00 aaa 44-1311131311 [313013[. as 013[1 130 aaa 00131311 45 130 00[ 1311131311 13131313[1 - OO OOQ 131201313 46-1311131311 00 [113[1 as a0Q 00 OOQ 00 aaa 47- 111311131100 OOQ 130131311 (30001300 aaQ 48. [112131311 1111131211 13131313[l 011013[1 131213111 49' 130131311 [30111311 13121313rz.131000 1312131311 E a OaQ as 00[ 1311121211 OaaIIQ 131212 W13130 130111311 131301311 00131311 00 0130. 0-00a as aaa 13121212137 1313131311 0013012 Nil 00 000 [3a 131311 130 01311 013131311 SEEK 110,111iff §11131312 00131313' 0131301. 11 "I EVINN 11KeE19 131213131 a to M ENIF 111F IMEEF 00 01311 ! I FE I M 11001 E12000' am [3a 00a 00 013[1 salon 0 a WE stsin a OaQ as 00[ 1311121211 OaaIIQ 131212 W13130 130111311 131301311 00131311 00 0130. 0-00a as aaa 13121212137 1313131311 0013012 Nil 00 000 [3a 131311 130 01311 013131311 SEEK 110,111iff §11131312 00131313' 0131301. 11 "I EVINN 11KeE19 131213131 130121311 M ENIF 111F IMEEF 00 01311 00 13 00 1313 1213[1 M 11001 E12000' 012130G. [3a 00a 00 013[1 WEEK 020011 0001313 00131312 00 013[1 ROME III M012' 0001312 0013012 01200d R ES19 90 0120 1200 120. 00 01312 0120121 MWEER 00 0011' 0001313 013131313 012131312 9 M1012 130 00[1 00 00[1 00 000 0130011 �� �12Q as 131312 Oa 1300 00 aaa. 130 01311 A aaa 131301212 001201 130 aa[ 00121311 0120130 131313131:1 OO 01313 as OQQ �a aaa -00000 00 00[1 0130013'01100[1 Ga 0011 00000 0130013 01101313 013013[1 0 11013011 01301313 0000M. 012131311 013 131311 r Na aaa: 013000 00121311 [31201312 0110131. ❑13131311.000130 01301311 013131311 00000 ❑0 aaa. 00131311 01313012 0130011 00 0aQ ❑aaa[ 0013012 as 0011 000012 00 000 s 130 0011 01200[1 0000[l 11001211 013 0130. r 11130121I 131301311 13121312Q 01213131 011312[1 Solving loan. ■■ ■■■ ONION ■■ ■■■ .T 11 1013112 0501110 ■■ ■■■ no ■■■ loll. loll. loll. loll. loll. l. ■■ ■■■ ■■ ■■■ ■■■■■ ■■ ■■.■■■■■oon N.... -o. ll. loll. loll. loll. ■■ ■■■....s loll. loll. loll. loll. l. loll. ■■ ■■■ ■■ ■■■ ■■ ■■■■■ ■■■ ■■ ■■■ loll. ■■ ■■■ ■■■1■ ll10101011 ■■ loll. loll. ■■ 1■■ a.... loll. loll. loll. .. MIN ■■ ■■■ ■minim I a ■010111010ll. loll. • .a... ■■ ■Milan I min ■10 Ian ln..0 01.011 A mnn minim ..11. n■ minim 1511111111 I10aa ..IMilan■ a.. ■■ minimI■■■ ..I.. ■■ ■■■ nn ■■■ ■■ 0111161 1 Iloil ■■ ■■■ ■■ ■■. ■■ ■■a I1 all 0001013 .. ■■■ ■■ ■■■ Muslim ■■ ■■■.O olvili ■■ ■■■ 1.1gloom ■ ■■■ ■1■ ■.0111,0101 ■■ ■■ minim 0101111 1 ■■ ■■■ 0011minim III •� 15 131. ■■ ■■Mol 1101110■mill ■i ■ all ■■ 01 Ming ■■ 11 ■■ ■■Komi ■ ■■■ ■■ 0■I■ TOTAL -0000000c as 0000 oases a0aaa0000 ...................... ............................ ...........o.o.............. ...........o.o.............. ..........00.o .............. ..........0000 .............. ..........0000 .............. .........00000.o............ .........0000000............ .........0000000............ ........00000000.o.......... .....o..00000000.00......... ...o.00000000000000......... �...0000000000000000......... �..0000000000000000�......... I���������������������������� I������������©��������������■ I������������©��������������■ I������������©��������������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Main Street Location: Prospect Ave -Newport Ave No. 54 Field Review By: RSM Checked By: Josh McDonald Time: 12:00pm-12:37pm Al-, PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/12/2004 85th Percentile (mph) 37 10 mph Pace (mph) 28-37 Percent in Pace 73 Posted Limit (mph) 35 S ACCIDENT HISTORY - Time Period Covered (months) 36 Speed Related Accidents 5 Saeed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 1.77 C TRAF , IG. � TORS F ,_FAC Average Daily Traffic 10,312 Lane Configuration 3 Lanes Total -Painted Median Traffic Controls Signal Newport Crosswalks At signal Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking 2 hour parking Other (Specify) D ROA C RS :. AY_FA TO .. .. Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES Commercial, business, C i H l ty RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No 0-, y09 - mm� T f SPEED ZONE SURVEY I" CITY %F 1-'&--.ATION (Sr. NMAM A- XN WEATHEIt PARTLY CLOUDY MOSTLY amay MG RAINm I fm (ON AJ geada to,7-4 -t�20 5,v R= SURFAM MY OR OTHIM v Ui�ECTION NO S8 ES WO (EXPLAIN IF OM4EM OBSERVATION POINT -NEEMONNOMMENNE�ROAD Cal icITIck- CgjjW. FAIR= POOK- SPEEo umrr 3 © .011" ALSO N=It= SCHOOLS, PARKS. oN-sTREErpARKwm HEAVILY USED oRwm I MOF OBSERVATIONS. 2 PEDESTRIANS MEDRJIA, H04 - I IME OF OBSERVATIONS: DATA COLLECTION /2 Oco 42 --Z > 08S TRUCnOW-AFFECnNG spEM A& TREES, SHRUBS VMABKM. MIS. CURVES TRAVEL TOSITE. ROADWAY SEGL*NrLENM SEGMENT UffIGTH, ETC. (8TN LIMI TOTAL NUMBER OF LANES I (THIS DIRECTION) GJ COM L*NTS. XOOOA 7e,4 Al w (OPPOSITE DIRECTION) P TOTAL BOTH DIRECTIONS IONS SMEETVWM CURB TO CURB (Fr) A P.,AO DATA COLLECTION METHOD DEVELOPEMEN :3QR&KAL INDUSTRIAL COMMERCIAL f TOTAL 131313131a OE113131a 1312130[l 131313[3[1..X 20 131313011 13013131:1 13013013. 1313131311 1313QQa- 21 (300012 [3[3 [3[3[:l [3013130 013131311.00 00 2z (313131311 1313131311 1313131311 13131313EI 1313131311 I 23. 13131300 1313 131312 013 0131:1 1313 131311 130 131311 2* 51043[11 [3131313[1 1313131311 1313131311 131213130: CMM REMON TOTAL OTOTAL C AL 1 E[31313[1 13131313[l 131301311 13121313[l 131313131:1 0 n[3[313[l [3[3[3[1[2 [313[3[312 [3[3[3[3[1 [3[3[3[3 1 12131311 01313011 1313131311 1313131312 13121313C1 I P113013G. 1313131312 '111313[3[1 13131313[l 1313131311 10 [31313 1312131312 130313EI 131313011 131313131:1 23 ol[0011 13000[j 1313131311 1313131311 1311131311 IL 26 BE [3[3[1 [30131311 1311131311 1312131311 131313[3[1 = z r SIE■®0 1313131313 1313131311 1313131311 13130011 4- 28-. ME (116[l 1312131311' 1311131311 1313131311 013 13E11 29 INESS 1313131311 130131311 01301311 130131311 30 WE Eng JIM SOS 111001312 13131313[r 130 131312 31. MIEMEM* 'EVESQ1 [313[3[3[1 13001311 [3[J[3[3 37. §§ @119 111111111119 1313131111 1313013[1 [3[3 (313[1 31 XVENJ[ S1111131I 11130111. 13120012 1301313[r 34- Easoff EBNER. 90131311 13111113EI 1313131311 10 35' MIJIMSE' MM MES' 13013131F 0013 1313'131311 C 36 MOSES iff[1[3[3[2 [3[3[3[313 011[][3EI 0001311. S7 37 @1311 11111111 (30131312 1311131311 131113131:1 1311 #1 38' 01313E][2 013111313. '13131311[l 131113012 111313013: 1 39 90 131312 1313131311 1313 131311 131201311 1313 131312 13E= [113 130[l. 1317131311 1313131317 1312 Qu13� r 131311 1311131312 111313130 (313013[l [3[1131312 B 130131312 13131200 1313 0012 013131311 00 0011 00 0017' 00 01311 1313 131311 (313[l 1312131311 012131312 130 13131: 01301313 WINER 1311131311 IM131312 131313EXI 1311131311 MEN. SMI113EI 1313131312 0001311 0131313EI EMIL 913131311 1312131312 13[3 1313[l 1313131312 111111fift 1111 111312 13[2 131312 013131312 1313 131312 1911101L SE -01111 13131313[l 1313131312 1312(313EI w(KE19- 1111111312 131213017 13130013 1311131311 K MEW SEEING 1313131312 131313013' 1312131311 KIINK E1211131I 13013012 13121313EI 01313012 KNEW MR 1300 130 0011 0130E311 1313131312 E -913[l 131213012 1313 131312 130 01311 13131313EI 40 IN W1313 131313131a OE113131a 1312130[l 131313[3[1..X EM[31:r. (30 012[1 13131313[l (313131312 13131313[l 1 41 1101302 42 004113 ■0131313111313131313- [312[3[3[2 [113131112 131300:1 1313131311 000012 13111313[l 130131312 (313013 2 15151311 1313131312 E1313132- 1313000 1301313[l 1301300 131301311 13131300. 01213131121 01313013:43 [11313131:1. 1313131311 131311131:1 W1313130 1313131311 1313131312 (3121313[l 111213131:1 44- 1313 131311 1313 1313[1 [3001312 1313 131311 1311131312 13 13131:1 1312111311 [312131313. 121213EXI 1311121312 10 45 13131313[:1313 Q13Q 110 13111 1313131311 0013130:. 1 46 0013013- 01301311 130130[1' 131213[3[1 1313131312 I 4TE131313EI 1311131311 131313131[ 131101311/30/3131 0 48 1113 131312 1311131311 13131313[l. 131213012 1313131311' s d 0 49 1212 1313[l 1301313[1 13CIENIEL 1313 1313[i 130131312. 0 50. 131213011 13131313EI 13[a[313Er 13121313U 0013011 1 51 111112131311 131101311 1111131311 1311131111 1313131311 5z 00131311 1313-111311 1312131311 131313 1313 0013- 53- 130111311 1113131311 130131311 13121313EI. 13130111 541311131311 [313 13 (31113011 [311131311 DE113130: I minis 0 miss Moan o(11010 MININ SINGER 01011 I minim 0 min 1110401011 min min 5 min I a min 0 1 on son 1 0 010ts 0-tatali PL s 1101.115156010 1111161111310116010 minis 110111ot I 1 11 1 113tofol maslof Mimi md[NIEWINA[miml 11 mi semi 011100-il 10 13012 1112131317 13131313[l 00 131311. 1312131311 10 000 00 0011 013131312 130130a 00 . 13012 112121212 1312 131311. 1313 13121 1313,1313[l 1313131311 100012(313131312 1113131311 1313131311 (3131313EL 11213[211 1312131311 131213[2[:130 0012 13121313[l 112131212 1311131211 130[3[3[1 [312[3[3[1 [M013[1 10 0012 130 0012 1313 131311 (311131312 1313131311 11]00E1 1312 0011 1312131311 1313-01311 13011011 113 131311 13001312 1312121311 01113012 1][2131311 1111113[1 13EII312[l 1111'131311 IM131311 (312131311 loss MINININ EIRINININGNIN 1101I MIN1013134 MEN 0 MINININ minis slownlo min 0 oluslolso ,I 01121111 minim-NIGN11101110 min 111mo 300 0 01111010 minim 0 lmmmoommummumommmmmmmmmmmmmmo lmmommommummoommmmmmmmmmmmmms Immmmmmmomommummommmommommomm IoMMMM00000000000MMMMMMMMMMM■ Iomo0Mo00oo000000mmmmmmmmmmm■ NoMo0M00000000000000000000mo■ mNOON NONE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Main Street Location: Newport Ave -Bryan Ave Phzirl RpviPw Rv- RSM Checked Bv: Josh McDonald No. 55 Time: 1 1:05am-1 1:45am IA: PREVAILING SPEED DATA Location of Survey. Mid Point Date of Radar Sample 2/12/2004 85th Percentile (mph) 39 10 mph Pace (mph) 32-41 Percent in Pace 79 Posted Limit (mph) 40 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 7 Speed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 2.34 C TRAFFIC FACTORS Average Daily Traffic 99090 Lane Configuration 4 Lanes Total -double yellow Traffic Controls Signal Newport Crosswalks At Newport Pedestrian/Bicycles Few/No Truck Traffic Few On -Street Parking Yes/No parking anytime Other (Specify) D: ROADWAY_ FACTORS Length of Segment (Miles) 0.3 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Residential, commercial RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE Yes o2,yoj7 .-Mono, sp NE SIJ Al ary s%lRVH �`'� LOCATION (Sr. NAME) xT YVEA7HEle DY PARTLY CLOUDY MOSTLY CLOUDY FOG RAN /v RCW SURF ACEMY 7aR OTHER IV DIRECTION NS S (EWLAIN IF OTHER) OBSERVATION POW AA ROAD CON ljmCX* &=5:%W POOR: POSTED SPEED umrr .W" ALSO NOTE IF SCHOOLS, PARKS,. ON -MEET PARKING, HEAVILY USED ORWYS, DATE OF OBSERVATIONS PEDESIRWN$4fiCjjQW- IWEDIUM HW TIME OF OAS RVATION& DATA COLLECTION a ONS AFFECTING SPEE AM TREES, SHRUBS W=NG VISABILITY, HILLS. CURVES TRAVEL TOSITE ROADWAY SEGL*NrLENGTIJ .0 e MLES- SEGMENT LENGTH, ETC. (STN UwlsiL TOTAL NUMBER OF LANES (THIS DIRECTION) commecm'46* -,2.am, D 1Z t7- e,-11, 1,00) (OPPOSiTF.OIRECTION) Z. TOTALBOTH DIRECTIONS VADTH CURB TO CURB (Fr) I DATA COLLECTION METHOD ?OL.60 A/1-, DEVELOPB*NT.- RE3Ifl INDUSTRIAL COMMERCIAL c C-�/ DIRECTION DIRECTION TOTAL TOTAL 20 1313131311 0130130 1313131313' 1313131311 130111312 13131311 [113 131311 1313 131311' 131301311 1313 131311 21 131313131l 00 01312' 1313 131112 13[3 [3[3[11313 aaa. 13 131311 1313 131311 130131311 013131313 131313013 221313131312 1313 13012 011131312 1313131312 1312 13011- = 12131313 013131312 1213131312 013131312 1313CE12 - 23 1313131312 [113131311 1313131312 1313131312 1313131311[31 ClEXI 1313131313 *1313131312 [312131312 131313 24- 1312131311 [312131312 (313131311 131313[2[1 131201311 + 1113011. 131101211 131101111 1311 1313C. 13111313E i 7-5 (313131311 001313[l 1313013[ (313121311. 0[l EXT r 011131311 1311131311 13111313[l 0000[l E130017 26 013 0011 1113 111312 013131311 131113111 1313 13012 = 12 131][1 13EII31311 1313[alt 1313131311 1311 1313 27 112 131311 1313131311 1112 131317 1113 1313[l 11[1 [3[3[1 513 131312 131113130, 1311 131312 13121313111 [313131311 28- 011111312 [213 11 ClEl (313 1313[l. 1313 1313[l 1311 131311 4m 11 1313[1 1312 13312 120 00[l 00000' 1313 1313[1 29 -012131312* [113131111 120.13111 1313121311 1300011 1 0111313[l 130,01312 1313131311 012121211 1313131311 30 WR ®0,Q [1a 1313[2 (3[2[3[3CI (312[3[j[r [313 7-- 59131317 131201211 1312131312 1301300 13131313CI .31 50 000, [30131311 1113 131312 13[1[3[3[:[ 1313 13[3u NVEE12 13110130 1311 011 00 000 00 00 3Z ffe E Mij. (311 131312' 1313131312 1111 13131J. 13013131 MR1313a [311 131312 1313 1313a 1313 000'. 1313 13[3[1 33 111111312 1313131311 1312131311. 130 1313a [3[1 [3[31:r 19- ME "it 13013130 1313 1313[l 1301200 1313 131312 34- 10131312 0121300. 1313131211- 13121313[L 130. 131312 B 131312 130.13130. 1311131313 013 131312 [2[3 [3[3U 3 35' BE 11013. 130 01312 012111313 (31213[311 1312 0 36 §EjjUCj [3[1 [30[7 [1[3 [3[3(:[ [3[] UCEJ. [][1 [3[3[2 BIN E812 130000 MWEEll WE111313 (10 1313U 1313130EI (313 131311 1311131312'. [213 01313 (312130[l 3T ®*M[3[1 (30 001:1 13121313x. 130 ClElEl 1313130 ME 11011 IE11111312 (311 131311 130 01311 1313 aaa 917 38' JIM ®O 0012 (311013EI 1312 1313[1* [312 [3[3[15 2� 39 "1 81I®1311 (312131312 1112 01312 130 COG lb ' 101119 @13 111312 9 E 1311' 0012012 (313 11012. [3013130' (313131311 13121313EI 1313121312 1312131311. co 40 19MR9 1001312 01313122 GE10012 00 KNEC. 1312 13012 1113 13001 1312 000 1313 131311 41' jWjj[3[j [3[1 [3[312. [3UUUU (3[3 [1[1[3: [3[3 [30[1- �' 42- 1113131311 [313 [3131L [3[1[3[3[1 1113 1313[l 13130 11 1113U 013 131313' 1710 131313 1111 131111' 1112 1312[l 1313 11131:1 12131313EI 1313 131313 [311131312 13130aa 43.1N 13 [317 1311131311 1313 1313[l 1313 1313[l [2[3 [1[3[1 elk rill 131311 [30 [3[3[1* 1313 13[3[1 0013131:1 13111313[l 12 44..130 aaa 1313 131312 1311131312 1312 130[l 013 [30[1 - 11131211 1312 1][113 012 0011 012131313. 01312012 45 [31313[3[1 00 01311 13C10130', 1313131311 1212 [112 0 00 009 00 00[l 00 00[l 1312 131311 [313131317 46 0 D G D EL [3[3[3[3[1 1112131311 1313131311 1313131311 S13 131311 1311 131312 1313 131313. 1213 131111' 1312 131311 'o 4T [3[][3[3[l [313131112; 13000[l (3a aa[ DO 11 -mmmmmmmmmm� 111213[l 131201311 [3[2[312[l 013000' 11120 12. 48 [3[2[3[3EI 01311111 [1100EI 1312131311 1713 131111 1313 131312 1311 1311[l [311 0121' as 13011 AW- 013 ant 1311 13011 1111 131312 130 01311 [20.0012 [3[1 1213[1 131213011 13111312[l [312 13312 1312131311 0 50,[313007. 000011 1312 13121 00CHIE1 0120011 1311131311 13131313[l 1311130[l 131213012 [3121313[l 51 1211001100 aaa. [11130EL 131113DEr 00 1313 131311 1313 00[l 1313 11130 1313 001l [1[3 [3[3[1 52 512131301 0131313[ 130131311 013 001r 01100[l 011 0013' 011013110130001 , 013 0011 53-* 0120131100 [3013:1313013Er 0120[lEr 1200011 1312013Er 01100EI GE100EI 01300[l 01200[l 54- [3[2[2[3[l as01311. 01201211 0111312Er ClE1131311 0001311' 0110011. 13120131L MUCCI GE113011 55 012 013[r 131IEK3[r 1312CE91. EX10 171113IIEr OEICI 13[r CEICE[a 13[1313EL [[1313[ 56 011013EL 013130EL 13EI[313[r 0EIG1311 [MUCC: a 1111313EL 01111011 13111313EI 0EIGUM 5r 00`0011 0EIG13EL IM013EL 0120 [MCCEL 121213[L CM13131l MOCU Mll MODEr 58;, DEXICEr 0001311 131213E]Er OEICOM 01113011 00,11001 DEIDOEr a0aaa aIIaa01130.131311 5� o120arz 0113 IM01311 1311131313C C 131111121 13120CEE IME11317 CE1131311 [3[lonrr TOTAL MEMNONMON SON iiiiMEMNONiiiiiiii���� iiiiiiiiiiimiiiiiiiiiiiii i i M i O=- iiiiiiiiiiiiiiiii�iiii iii iiiiiii i■ -iiiiiiiiiii■ .iiiiiiiiiiiiiiiii�iiiiiiiiii� ��i�■ ii�iiiii�i��i©iiiiiiiiiiii ::==:ilii■ i©iiiiiii iiiiiii NONNI ii■ iiiMiMMiiMii iiiii�iiiiiiiii©©©©i©i©iii:iiiii iiiiii■ ilii iiiiiiiiiiiii000iE30M©©©©©pppppppiimiiiiiiiii ii■ wiiimimmMiOMMii�MMM0=©ii©©©3©©©333333 i3iiiiiiimmmim EI iiiiiiiiiiiiiiiiimiiiiiiiiiii �����ii■ iiiiiiiiiiiii�ii i�iiiiiiiiiiiiiiiii�i�iiii�iiiii i� iiiiiiiiiiNiiiiiiiiiiiiiii :::::MMMMiiiiiiii■ iiiiiiiiiiiiiii�������iiiii!iiiiiiiiiiii - MiiMMMiMMiiiMiiii�iii���� MMMMMMMMM■ �ii�ii�iiiiiii iii�iiiiiiiiiiiii�iiiiiiii :iiiiiiii .iiiiii iiiiiiiiiii�iiiiiOiiiiiii=������Siiiiiiiiiii■ iiiiiiiiiiiiiiiii�iiiii:::©©MMMiiiiiiiiiiiiiiii =:�� .� mmmmmmmmiiiiimmmmmmm�..���c-,mmmmiiimiiiiiiiiiii CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: McFadden Ave Location: West City Limits -SR 55 No. 56 Field Review By: RSM Checked By: Josh McDonald Time: 1:30pm-2:14pm A: PREVAILING SPEED DATA Location of Survey E/O Williams SPEED LIMIT CHANGE No Date of Radar Sample 3/25/2004 85th Percentile (mph) 36 10 mph Pace (mph) 28-37 Percent in Pace 82 Posted Limit (mph) 135 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 19 Speed Related Accident Rate Annual (Acc/year) 6.33 Accidents/MVM 1.07 ` C. TRAF P10 FACTO RS Average Daily Traffic 279029 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Ritchie, Williams, Tustin Village Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) D. ROADWAY FAc-ro _ S , - . Length of Segment (Miles) 0.6 Vertical Curve Moderate uphill EB over Fwy Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E ADJAC E N T LAN D USES Commercial, residential RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No ■�����000000000�����������t■ ■���00000000000������������■ ■���000000000000�����������■ ■��0000000000�0000���������■ E M M M O M M E M M M M© M M M M M M M M M M M M M M E m M M m m M m M M© M M© M M M M M M M M M M M M M M m o m m m m m m m m ©© m© m m m m m m m m m m m m m m o m M M M m M M M M ©© M© M M M M M M M m M M m m M M m m m m m m m m m ©© © m ©© m m m m m m m m m m m m m o m M M M M M M M ©© © M ©© M M m M M M M M M M M M M m m m M M M M M ©©© © M ©© M M M M M M M M M M M M M m m M M M M M M© ©© © M ©© M M M M M M M M M M M M M m o m m m m m ©©©©© m ©© m m m m m m m m m m m m m s CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: McFadden Ave Location: SR 55 -Newport Ave No. 57 Field Review By: RSM Checked By: Josh McDonald Time: 1 0:00am-1 0:45am A PREVAILING SPEED DATA Vertical Curve Location of Survey E/O Walnut 13/23/2004 Horizontal Curve Date .of Radar Sample Lateral Visibility 85th Percentile (mph) 36 Surface Condition 10 mph Pace (mph) 27-36 Sidewalk/Driveways Percent in Pace 61 Street Lighting Posted Limit (mph) 35 ..:ACCIDE.. NTHISTO Light Time Period Covered (months) E ADJACENT LAND .USES 36 RECOMMENDED SPEED LIMIT Speed Related Accidents 24 Speed Related Accident Rate Annual (Acclyear) 8.00 Accidents/MVM 2.93 O < ... S.:... F.I A . .. _. .... . ..... Average Daily Traffic 189706 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal Pasadena, Newport, Walnut Crosswalks At Pasadena, Newport Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) SPEED LIMIT CHANGE No DWA'Y FACT CARS : .. Length of Segment (Miles) 0.4 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND .USES re s�dentl non -f.ontrn9 wbusiness t I-55 Hy, RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No .0 SP Soar MOSTLY a FOG I aim F7* Is—arm", /V RCAaSUMCEM CROTHIN W13(am I MWIL-0- NGS8900 9MVA I ION PCW.y u RM CCM a IM FAIR OSTED SPEED UMIrr ALSO NCrrF. Fsc foo PARKM ON-STREErPAFOGNM HEAVILY I I aRWM ATF.aF OBS RVATIONS -30 FEDMIRUMA$k LOW WMIUM. HKW meaFaBSERVATICHL, DATA CMI.ECna AFFECTIMSPS Ate. SHIRM MU -0 sVISABUM. mu= anwa TRAVELM SrM RCA13WAY- LENGOM LILES SEGmeineIGTH, MW umffr3) TOTAL NUMBER OF LANES mils DiRrzcncN) -ameas 'g.' OLj (CPPOSI I EE 0 TMALSOTH DIRECTIONS STREET WIDTH CURB.T(3 CURB (FT) � •�� � - - - ' DATA COLLECTION METHOD. 0 LOPEMENr.. RESIOENTiAL INDUSTRIA1. <MMERqNL =AL TOTAL 1 TOTAL a minim 11 1 min a OEM 0 MINIMa MININISSMIN a RIM Nelson Solon No 1 Mtn Mtn min 0 a a 0 a MEE-on ii J■ 1 mInumin slain NIEMEN MIN 0 MIN 0 E MONISM I Elm 0 a missal of Mimi Mani a MINIM a too MINIM SIMON SISISIMOSIN 0 Elm oloto NIMOSINISIMIN MIN a 0 0 AIIIIIIII its a r3 minini-a a NJ mogul Mimi NJ SOMME all ;S,-, slain 1101310 0 minim 1111111101111111111 ■MINI OMNI so MIEN plain ■!pipip mamcenots01-00180 minum 0104 01111■ 11111111111 11to ■0 ON MENEM on MINN Sto 0 NJ■ a MINIM s 0 a eson I no is a I on 0 0 a 0 1 1 I;, m NEESE MIMESIS mfnjnmu W, �it' 1010 MIN min 0 10100MCMININIMIN mints!M104 a MIN almislolowninis 0104010101010601min Else A 0 milinjossisfulml Mani of no at menial NJ mine MINIM 11110101MIENNIN MINIM ■ri maulufalsincolo I■ MONISM moons minim at to am 36010 jousloinjols 0 Efuloloan min Elm solojoisle ■I OMNI owning minim alsialaind • state I_; oasis Imom 0101010 0 son SIMON WE Elm .-IINGSWE at min min Simla Elm son 0 MISIR 0 Elm signs min Elm on Nis ■In 0 MINOR son at■ Elm ■late mail an RIEW111111 so simimenisin Simon MINN L�, sloissmints min ■0 0 SIENRININ min on ■JOIN 1■NJ none min MEN a SIMON 4 a AL-ANIENNININ MIN ■is 0 NINON a a min min ■late IA--, gaminBlois 111111111111in Basin MINIM NISINJEJE 0 min min MINIM since min 0 �L_, -p-1210 0 a 0 MISONEIN onessmints 0 0 MERIMIS minim 0 MGM a minim min ON 17.1 1 11 a 0 a a0 00 M - '1,imi 0 Mimi 0 man I min MEN L I a-■ 11111■ soon 0 smonis a 0 a a a MINIM !minim a- NINON 0 son 5 minim mininsin login a minim In minis 1 0 man E 01010 Blois I min 6 ■ENNIS I NINE MINIM 0 S MENEM Nis solo ON I Elm ■Inalsis 01011010 me own min son 10 1 mimesis minim 0101MISIS 0 min 0 Basin Nis a ..Im(mlml Omni Mimi Elm 0 SINININGNININ 010001010 mom■0 a 0 at!Lm mildels minim 0 milisionninin Olson moo 0 0 a Nis slogs 1 0 a 0 minim Simon min ninon N AINIM lool■- a I 1 0 B a 0 MINININ ■31111111341101310100111111111111 MINN NJ 111111 onalmompol NJ 11 NJ on ■111111111111111111110 0 MIN 0 010100 Nis ■lsimeninisiolm 0 minis MIN also 21510101■ 0 min ■a 1111, min min 0 min aim■ a 5111mloss a min mdmlm min 0 min min 0 0 0 MINIM ■of NJ minalini MINI menial at 0 a NINININI■ min minis Itgoininigs KININIS Mimi Mimi gldlolo$ NJ 01-0 RIMINIE1014 1 - mini 11 51043ININININ all minim Olainjoin mintsimilesinininin min I min U1015111111111 1111340131a mini 113101411010101n MINIIIIIIIIIIII siminininignisioinis I a somininami- minim a • 0 mi at stucal mini El §11411111 S(ml at vj[E4uz.1 slog Simi Mimi maninimisinsolsts Santocolmloquotnuetni-E tut 11MINI stodtotountol EVE1 MUNI at MUNI of MINI 041LOWNINI 04 min min 0 Ems a mom 0 minim MIN Ito a 0 04 .712100 so on on No 0 0 minis■EMS a M M MINIM SIMINEIN MIEN a Me I■ miss a MININIMINON N(minimmo Elm mind I alone 11141111111111111111 MINN I a 0 0 slolula minim 0 man a slolown Elm a ON mom 0 11NE10181100201 0 0 111111111111a logo 2, 0 a a 0 MININIMANIMIN Ninon MIMINIS minim mind one 0 Staimin minim 0 ons -0 minim Simla MINIS mom ■a minim MINI■M oasis MINIM minim 0 me ISO 0 minim minisiolummi■ Simla NIMINEIR11 solo ■onjuls mininistoomim NINIM ninjujo OWN mini mialmissint mininismi siallinigniml ■1■ts Memo" minim■ELM! mingelof mini mul miss mini miningelmisini Biagi 01 mini Best Mimi at a minim Slatulminasiolmi 01- ussel 01 mini ENJOIN! minim ONNOWN-4 - ININIS Mimi mininissintaini Miami of mini MIGNINI mini a N- - list Binomial mini menial MINI Miami ml mini E160101 Mimi 014 Ifulaina-0 MI SININIANINI mini mft of mini Miami MINIalo IIIIIIIIIIIIIIIIIIIIIIIIIIII immmmmmmmmmmmmmmmmmmmMMMMMMME ............................ Immmmmmmmmmmmmmmmmmmmmmmmmmmm immmmmmmmmmmmmmmmmmmmmmmmmmmo immmmmmmmmmmmmmmmmmmmmmmmmmmo Immmmmmmmmmmmmmmmmmmmmmmmmmmm Immmmmmmmmmmmmmmmmmmmmmmmmmmm Immmmmmmmmmmmmmmmmmmmmmmmmmmm immmmmmmmmmmmmmmmmmmmmmmmmmmo lmmmmmmmmummmmmmmmmmmmmmmmmmo immmmmmmmummmmmmmmmmmmmmmmmmo lmmmmmmummummmmmmmummMMMMMMME immmommommummmmommommommmmmmm I...0000000..0000000.o....... Immmmmmmmmmmmmmmmmmmmmmmmmmmm IMMMMMMMMMMMMMMMMMMMMMMMMMMME lmmmmmmmmmmmmmmmmmmmmMMMMMMME lmmmmmmmmmmmmmmmmmmmmmmmmmomm lmmmmmmmmmmmmmmmmmmmmmmmmmmmo lmmmmmmmmmmmmmmmmmmmmmmmmmmmo lmmmmmmmmmmmmmmmmmmmmmmmmmmmo ���������������ioiiiiiiiiiiii CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Michelle Drive Location: Chambers Rd -Franklin Ave No. 58 Field Review By: RSM Checked By: Josh McDonald Time: 12:48pm-1:53pm A PREVAILING SPEED DATA Location of Survey_ Mid Point Date of Radar Sample 3/10/2004 85th Percentile (mph) 39 10 mph Pace (mph) 29-38 Percent in Pace 60 Posted Limit (mph) 40 B ACCIDENT HISTORY.: Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 2.74 ' CTOR S C,TRAFFIC_FA _ .. . Average Daily Traffic 31328 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls No Crosswalks No Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) s D ROADWAY FACT 0 O Length of Segment (Miles) 0.1. Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E ADJACENT LAND USES Intlustrial, business park RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No sPNE SURVEY - NY ,Q"�'TtOM (Sr. NA1�AEl V4 �. LL L� WEA1H ' CLOUM PAMY CLOUDY MOMY C�OIIDY - POG RAIN J1 ,S mv) ,_ Ar C NA v% b c It s RaAO 000ROTNEt )II.=TION NB SB AWM (EXPLAIN IFom 18S 3WATTON POWM =j> - POP' -� ... RCAD COHEN 1- FAIR' POOR- �C __'� SPEED WuNiT Al �H. ALSO NGI'E IF PARKS: ONZMEETP H V :OF OSSERVATION& �f/ • l s ��w� MEDIUMF M* MX OF 08SERVAMONS: DATA Col ZCnON Z : • TO 1; 57? OBSTRUCTIONS AFFECTING SPS A& TREES. SHRIAS810Cl4NG VISAWIM, HILL; aJRVES'. TRAVELTO SITE 'f ROAOWAY UUfG'TH- - 1 MILES. SEGMENT Le4GTH. ETC• nil IV (Bm umrrS) TOTAL NUMBER OF LANES (THIS -DIRECTION) / SOMI e(m LL 1 (OPPOSITE DIRECTION) I TOTAL BOTH DIRECTIONS Z -7 �` o a T r4, . M , STREETWIDTH CURB TO CI`1R8.(FTj G DATA COLLECTION METHOD Now DEVELOPeJefr: RESIDeMAL. 4.0990L. COMMERCA1. c _cnoN w • olREcnoN c • COMBINED OTAL TOTAL TOTAL. 0131300 13013011 1311131311 1312 1113[1 00131317 1312121317 1312131111 1313131312 1313131312 13131301 • 21 00 aaa 131301213 [10 aaa 1313131313 1313 aaa a aa1T. [31313[3[:r a(3 aaa (313aaa as 13130 [113 131312 012131311 013aaa [3[3[313[1- 1313 131311 013131311 1313131311 as a0Q 130313[1' 13 13 0111 23 INMaaI Oa 13131aX013 0012 130 Oa0 as Oa0 aaa. 131213011 013aaa 130121311 131312131 24 [3013012 13[213121 [1013121. 1312121311 120,0130. a 3011 00301: (30(313a.13012130130301 Z 51113011 13111313a 13170011 13131300 1312 K WKQ01z 13120 00131M 0110017 • 29 o0130QY 0[2 aaa 013131311 130.131111 1313131307 12131311 1311131311 aaa13Q OQQOQ a0a130 Z' 00111312 Oa aaa 01301317 13013012 Oa 13130 1013130: 1313111311 1311013a 13130 [312 131311 28 1501313 [10131311 00131317 13131313[. 012131308 000' OQa01r 13121313[ 13013130' 13013131 s 3 55M* [1[2131211 [113131311 1312131312 1312131311 e.1501 131113131. (30(3130 130131313 [21113130 30, off liff0 1312131312. 130131312 0130130: 1312131307 ORK MIKEEQ 131213 1317013a 1313131311 31 §5.0011 00 aaa. Oa OaQ [313[3[3[1 13[2(3[3[:[ DIE Sliff 000131 1212131111 as 013[1 1313131317 = 32 BE aaa. 1313131311 1313131312 00131311 11130130: 1313130: as aa0 111313130: (3a 1313[1 131213130 33' 011 aaa 00131311012 0013- 1313131211 0013[3[1 MR!11311 1312131311 1301313[1 121213131 13013121 34 ME-N3a. 1311131311 [1[21300. 13120011 1313130Q IME1131311 (313131311 131313131L 1313.300 1331300 - 35 ®KEEL. [3[2 1313[1 1311131312 13131313Q 1312(31313: KNEW 100111? 0131300. 13[10130 131113013 36 §11§1312 0130011 [313131313, [31313131:1 as 12013' M N� 1301313[l130 aaa 1311(3133. 01301211 _ 3T 0013012 as 13011 [1[2[3[3[1 00 0011 1311 aaa 11131211 1301313[1 as 000 -0(3130[1 (31211131 _ 38 ®E NEW 1313002 [112131313 012001:1 001301 QO131:1 012131311 130131312' 013131311 000131 - 39 IM.10M 1313.[3[3[1 [312000 [312[3[3[:L as aalz 1213130. 01201]11 1313120[1 131213012. 1313131311 40 ENE519 W2131311 1313121311 (31213012 0112 01311 00,000 131113131 13121313[ 130121311 41 [3[3131313.' 001300 1312131311 110131312 131313130 K 131311 1311 O13ar 13[2 131311 1313131311 111213011 } 42. BE M00 013131313. 1113131312 131313011 as 000 = a 131111 COMM as 000 130001 130 131311 43 100012 0013012 1311131311 1313131212' 1300012: n[2131311 Oa aaa as 131117 13t?000 0013131 j 44 ®K1313Q 13131313110013011:1312131311 1301312 11131211 01101712. 12113130 130,01312 (3[113130 45 113131311 00000: aaaaa- 130131311 OOOaQ 0aa13[ 00011>z 000017 0120130 0013131 " 46 ■9.00Q .013 Oaa.' 00 131312 00131317 as 130!1 00131311 13120a1z 00 aaQ aaaaa. as 131311 f 47' 0013131013 aaa 0131301100 13aa. as [11213131:1 1313 Oct 1313131311 130,1313a Q0, aaa. 48. [113[30[1 0001311 00,13011 13II13(3Q (3a0171 = 11130[ 00131311012000 131313[3[.13111313[1. " 49 [31213 >z 0a131211 aaaaQ 00.120¢ 0[113[117 [3,121313[ 13121313M aOaaQ 01213 131113131 W- 011001r'-Oa000.13Q1113U aaaaQ 131312aQaO 131313121 120131312- OaaaO 1312 11 51* 0121313[r 01313/31100/3017 aa001z 13EI 13 01313[ 131131311 131aa1311 1311013cl 130130Q 5Z 011000 01200110001311 as aa111312IMM E1131311 131113130: 131111011 a0aaa: 010111 53 0111301r 013 0130: [11r1300130013Q QQaIQM 130013011311013013912130.131213130: 0013131 (3121301L aaaal [20.0110: [aaa[ 111112[311: COMES [10,1301: 1312a>10. aalla>z aaaacz 131213 0EM aa130EE 1313130!11317313 1 'Now 131317 EM13 IM13 ; 313131.117 GIM 1313131317 111101:111 110,300: 131113121, 3uaa0 aaal 1312131311 131113 131313131(3aaOM 5T 130:131111 aaa00.1112 (3[1131317=1311aaacr. 13131313!1 a[1aa� OEM aao a W, [1 ats0 a111313a13a11a13131>r 130130 0, Q alz 0`1313111313a13a0 (313 a0>� ��131313:1312M : a aaa0>z (31213 z a0a011 110110!0 1213131z a0ti0.131313131113131300; 0[1131313` 00,13 �� ■■ ■■■ ■■ ■■■ ■■ ■1■AM Wal Rimini■ ■■■ ■�■ ■�■■ 200181_ ■I■ ■■■ ■■ ■I■!■I■(■■I■ �■■� 1111111111111111111111111111 MMMMMMMMMMMM MONO MENEM mom MEMO MEMEMOMMEMEM MOMMEMEM OMEN ME ME NOME MMMMMMMMMMMMMMIMM WOMEN mom MEMO immoommommommom MOMMMMM MOWN mom NOM■ I0�000�00��00000������������■ I■ ■ ■ ■ ■■ ■■■ ■■■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ MOWN I■■■■■ ■■■ ■■ ■■■ ■ ■■■ ■■■ ■ ■■ ■ MOWN CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form QDC=n i BAIT r_14A1JC-v1= NO Street: Michelle Drive Location: Franklin Ave-Myford Rd ECL No. 59 Field Review By: RSM Checked By: Josh McDonald Time: 12:18pm-12:44pm A. PREVAILING SPEED. DATA. Location of Survey W/O Myford, Mid Point Date of Radar Sample 3/10/2004 85th Percentile (mph) 46 10 mph Pace (mph) 35-44 Percent in Pace 65 Posted Limit (mph) 145 ACCIDENT; HISTORX i Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0 ` C OF _F! C FA T_ C, :: T F ____ _ _, _ Average Daily Traffic 3,328 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Stop at Myford Crosswalks No Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No parking anytime Other (Specify) D. oADWAY _FAO- Length of Segment (Miles) 0.2 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/Yes Street Lighting Yes Driveway Density Medium E. A DJACENT LAND USES Indu6tria1/6usmess Park RECOMMENDED SPEED LIMIT 45 MPH QDC=n i BAIT r_14A1JC-v1= NO 3 45 ®R ®OQ 000011 13001311 121301111 131301311. 5 46 ®INION .0001311 131313012 13013170 13013130 47' ®0 00111(3130130 131301312 131313011 1313 [300. 4 48 ®0.01313.0a00Q 00.000. 0013010 131313130 4 4911130130 012/301100121311 [31:1131311 00'0011 } 50 51Eo011010012 01301311 13130011.. 01213[3[: 0 51 130 0011 [11300[1 00 00[2 121201311 ' [113131311 2 52 ®§-0131 [100011 0001311.00 01311 1313131312 53'. (300011 013000 (311000 130001 130 001 (30 0,1312 131301311 00.01311 1301301. 131313131: 55 (31213011 011311 00013tz 1311111111 1312111111 56 00.13011(3[30011.00.00110aaoa 011130<z 5T 0130011 130 0011130 0011000011. 130001L W OC2[]13CI 0[30[311 13Q[30[x 0001111 013131312 59- (31301311130,031 130.01M 131211[311' 1111131111 111110 OO OOG (3131[30 12130013 0130012 13 [31311 1313131312 1313131313 13[3 13[30. 13131300. SEEM 01313x. 13121113[ 0013130. woo - E131311 1313131311 SPEED ZONE SURVEY 013 13130. 011000 ,i3 aaa. (3131313[l. 13130130- S . >< � y [300131:1 08S ER VC �DCATION (ST. NAND M C. N SGL t VYEATHM* DY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN J g (gTM} /r A.4i fi I I � / M Fo A-6 '- c-4. ROAD SURFACE4� OTHER NNOMMENOMMUNNEW )IRECi10N NS SB46&W (�� FOTH� OVATION POINT' • o �- rrt ; S .- 'r ROAD CONDtTION� FAIR POOR' )OSI SPEED LUD. ' ALSO NOTE IF SCHOOLS, PARKS. ON4TREET PARKING, HEAVILY USED DRWYIS )ATE OF OBSERVATIONS l J b ��/ PEDESTRIANS NONE LOW MEDIUM NIGH SME OF OBSERVATIONS: DATA COLLECTION 12 % I Q '' D /2 . -y I OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCKING VISABIUTYv HILLS, CURVES TRAVEL TO SITE 1 �'' ''� ,• •'v ROADWAY SEGMENT LENGTH Z MILES . SEGMENT LENGTH, ETC. � M;N (BTIV LIIIAfTSj TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS _ c,c ► L L (OPPOSITE DIRECTION) ' TOTAL BOTH DIRECTIONS d = .rz r2 STREET WIDTH CURB TO CURB (FT) ''/OV DATA COLLECTION METHOD g Q .-O� /1 DEVELOPEMENT: RESIDENTIAL COMMERCIAL DIRECTION W DIRECTION COMBINED TOTAL TOTAL 20 00 000 00 0131: ,130 01311 00 0011 0012111 TOTAL. = 13010" 00131311 0130130- 120 0130 ; 130 [100 21 D0 000 00 aaa x'00 0130 130131713 11121]1313 013013 01131]0. 131213130 00131]12 1013131 2Z 00 000, [3130131 012001 00 01311 00000_ a [30 11 000 011 1313000 131311130 1313001 M 00 DOG 000013 DO 0013: 1313131713 0013130 01300: 00000. 0131300 1213000. 131313011 24 00 0013. 00 01312 00131311 13000a 130000 000012 00.000. 000012 ODOM 1313131312' s 25 100013 00 0130 1312013E 111313011 [3131313 01301312 130131111 1112131312 [313131111 00 000 26 00 0013 00 0131 013131313 013000' 013001113 Qoa 1311300 01313120 013111311 13120110 2T 01300[2: 00 01312 130 010. 0011130- 000 s 0.131311 0001313 13[3 11013 130 0011 0001313 00 ooa 001300 0.Q 13012 1113131311 131313012 0 01311 00131312 1112000 01311011 13120012 ; 29 (31301311 110 0130. 1313131313 130121311 0013130 4 J90 0131 l 130131312 0013130 111313013 00 000 30 ®00011 00 000 131111311 0013011 130 [3111 a [3 13131 13130013 000[30' 1311 [3013. 00 0[3Q i 31 jj0 0013 0[1 0013 00 01313. o0. 000 13120oa= ®11111' 1300130. 111313[30 00 OOa 13130131 } 32 000013- 130 0013 01101301 111313131:1.13011011 s a 0013 130 01311 00130[3. (:3131313[1 [11313 • 33 00 0013 0001113 13 131313130131. 130 131313[11 = 0 110130 0130130 1301300 1313131313. 00 01111 34 (31313[111 01301313 1313 aaa 012131111. 13013131:1 2) E ®-013. 130 0[10. 1313131313' 131113011 0001312. �. 35 ®01131311 13130110" 013131311 011121111 00000 = 190130. 131213011 1313131313 13131300 013 [1013 36 ®® EMS. 00 OOG 0130011 00 0013 130 001 911100 131101313. 00 0011. 131200[3 00 ooa _ T J0 [][][:1[][][:100 4 3 000 13130013 1313000 13013130- �-N130. 130 0013 0[3 13130 1313000 0130 130 E 38 ME 000 001300 131301311 01313013. 11130130 2 X 113013: 131313013 0013013 130131313 [113 01313 2. 39 ®1-(3130. 00 01312 1313 01311 0001313- 00 000 N 0813.1313131311 13130130 130131311 13130131 40 ■E E®ff JIM 10 13130131.131313011 013131313 S MEMEN E® ROG 00013U 0[3 1300 130131111 4- 41 0101113 01301313. 000131 012131311 1311 2.* WIMOOD 00 000 00 000 00 000 00 00a 42 B® ®130 013131312 000012 130131311' 1313131311. 11 ENE 0013011 1313000 13131101 131] 13011 .: 2 43 ®[i 0013. 00000 1113 013[ 13110013 131311130 a 01313 130131313. 130130[ 131313130, 0013013 3 4' 4 ■®Wn0 13001311 [3130011 00131313 013131311 E®®13 1313131311 1312131312 130131313 13013130 3 45 ®R ®OQ 000011 13001311 121301111 131301311. 5 46 ®INION .0001311 131313012 13013170 13013130 47' ®0 00111(3130130 131301312 131313011 1313 [300. 4 48 ®0.01313.0a00Q 00.000. 0013010 131313130 4 4911130130 012/301100121311 [31:1131311 00'0011 } 50 51Eo011010012 01301311 13130011.. 01213[3[: 0 51 130 0011 [11300[1 00 00[2 121201311 ' [113131311 2 52 ®§-0131 [100011 0001311.00 01311 1313131312 53'. (300011 013000 (311000 130001 130 001 (30 0,1312 131301311 00.01311 1301301. 131313131: 55 (31213011 011311 00013tz 1311111111 1312111111 56 00.13011(3[30011.00.00110aaoa 011130<z 5T 0130011 130 0011130 0011000011. 130001L W OC2[]13CI 0[30[311 13Q[30[x 0001111 013131312 59- (31301311130,031 130.01M 131211[311' 1111131111 111110 OO OOG (3131[30 12130013 0130012 13 [31311 1313131312 1313131313 13[3 13[30. 13131300. SEEM 01313x. 13121113[ 0013130. 0130130. E131311 1313131311 13121300 013 13130. 011000 ,i3 aaa. (3131313[l. 13130130- 130131311- [300131:1 13.0131* 00000. 000011 [311131311 130131311 13131211. 01313013 13013112 OO 130<s [10 0130. 13131311 131313130 01313130 1313001 1311130,11 0 013[1 011000. 0110130.- 00 0011- 1301301L 1100al 0000a 13a0aa: 0[30[3[1 00.000: IntsIMEMININIMM =NJ man! lintel 11 1111111111111111111111111111 MMMMMMMmMMMmMmMMmMMMMMMMMMMm mmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMmMmmMmmMMMmMMMmmMMMMmm MMMMMMMMMMMmMMMMmMMMmmMMMMMm MMMMMMMMMMMmMMMMmMmmmmMMmmmm MMMMmMMMmMmMMmMMmMMMMMMMMMMm MMwMMmMMMMMmMMMMmMMMmMMMMMmm MMwMmMMMMMMmMMMMMMMmmMMMMMMm mMwMMmMMMMMmMMMMmMMmMMMMMMMm MMwMMMwMMMmMMmMMMMMmmMMMMMMm mmwMMMmMmmMmMMMMMMMMMMMMMMmm wwmmmMmwMMMmMMMMMMMMMMMMMMMm �MMMMMMMMMMMmMmmMmMWOMEN mom No �mMMMMMMMMMMMMMMMMMMMmom WOMEN ImmoommMMMMMmMMmom WOMEN NOON ME ION MmMMMMMMMmMMMMM0MEMO wommo■ IMM©MMEMMMMMmMMmom MMMMMMMENEM ------------------- CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: Mitchell Ave Location: Newport Ave -Red Hill Ave No. 60 Field Review By: RSM Checked By: Josh McDonald Time: 1:15pm-1:47pm A: PREVAILING SPEED DATA Location of Survey E/0 Tupelo Date of Radar Sample 3/9/2004 85th Percentile (mph) 33 10 mph Pace (mph) 25-34 Percent in Pace 89 Posted Limit (mph) 30 ::.HISTORY B. ACCIDENT .:, : Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 1.27 ` OR S ....FACT...... C� .TRA _ __ _ ._ .. :' Average Daily Traffic 79204 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal Newport, Redhill Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking Yes Other (Specify) D: RDADW" _ . . Length of Segment (Miles) 0.5. Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Medium E ADJACENT LAND USES School zone, park; resident RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No �2- SPEC ZONE SURREY" cim WEATIMt- SUNNY CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAMI U0`0 TM (ST: NAW L TS (04- l .2 w A o ?`� .Q c_"a ; / 1 RCAGMMWGTHEit. aw.==oN ®Wei (EXPLAIN IF OTHER] OR SERVATION POMIT'_ROAD CONOiTtON. FAIR' POOK . -- P --M. L mur 313 Mp,H ` ALSO NOTE PARKS:WftG, HEAVILY USED ORWYS: C E OF OBSERVATIONS 3 l `� / � 1f PEDESTRIAN$ NONE LOW, MED JF*,, HIG4 T w1].OF OBSERVATIONS: DATA -COLLECTION / ' i 06SiRUcnONS AFFEcnNG SPED ASS TRESS. SHRUBS SLO(NNG WSARM, HILLS. CURVES TRAVEL TO SITE Z ROADWAY SEGMENT LFNGT14 5 LUIS SEGMENT LENGTH. ETC. A4 ' N 1. (M MTS) TOTAL NUMBER OF LANES (THIS 'DIRECTION) COMMENTS 4 2) c,c_ Fi % 4 7 AVE (OPPOSrMDIRECT10N) l TOTAL. BOTH OIREC I IONS Z S'TREETIMM CURB.T0 0 CURB (FT) DATA COLLECTION METHODJ�Z DE/E.OPBAENT: RESIDENTIAL INDUSTRIAL GOIMUAERCIAL ZE('TION IV 13_ � MEOW _ �_ �� TOTAL _ . 20 00 01311 130131311 1311131212 1311131311 1313 13 13a 0011 QO Q13Q 1311 11131. 00131312 0013131 Z1 1313131311 1113 [3[3[1 0013131. 130131313 1312111112 000011 00 0013 as 130E 1313131311 as x011 - rz 00 aaa 1313 aaa 00 aaa 13013131L OO 00Q 13121312 13131112[l. 00131312 00 aaa: 00 aaa _ 00131312 131313011 1313131311 1313131311 1313131311 13131311 1312131313. 1113a0Q 1313131311 0130131 3 24-REE13a,13131301.00131311 Oaaaa 13121300 131313[. 0[1131312.013 aaa 013 aaa 01313110 4- 2& EEESQ OII 13011 a00M [30131211 130 0011 *� 3 N M0[a 0013017 [313[3120: [31313[317 [3[11313[ ' 2E IM 801100 aaa 020131: as aaa. 1312aaa 11 EO1x as OOCI 00 aaa Oa aaa 02 aaa. - - --- 012 � e�� �Ea 013 aaa aaaaa [30 aaa as a _ 1151313[l 131301311 00 aaa:. � 0130131. Oa aaa 28:. EIffEEff NZE31][1 13131211111 01101311 1101313a 11SEEK §9 01311 as aaa 1313131311 [20 0011 51000010000n. 29- n 1jErf 1313131111 aaaaa 111211131:1 131311131:1 11EE11 1:112131312 1213131311 aaaaa 13130011 • X 00 [313[1 13[113[311 13[113011 0001311 Ee�®EQ 11KEEK. ER IFEQ as OQQ aQaa11 00 2011 6 31 EWEEIF 00[3[313 � aaaaa aaaaa t 9219 0001211 as aaa as aaa: aaa000131100 G� 3Z ME E®� ■0013aaaaa aaa 1111131311 130131311 t M11111312 [3a aaa as OOQ as OOQ 1313000: 33* 11001312 as aaa- [M[3[3[1 1312131211 1312131111 s E E®iff 131313111 130 aaa. 013131311 1313aaa 34- EE EEj[ ®[1[3[213 aaaaa 1313131111 [10 01311 U131211 131312111a aaaaa 013111311, 0013131 35 E11013Q 130 aaa 13[1131313 1312111111 1313131111Z IN= [31313130- 130 aaa OQ aaa 130 aaa: 0 36 0130013 00131311 000013. 131313131L 13013131. s 190011 00131311 a0 00. Q00aaa 0G00113T ®a aaa 00 aaa. [2[1[3[3[ Qa 121111 130 aaa: aaa[ 00 aaa 00[10[:[ . 00 aaa 00 aaa t 38 aaaaa 1213131312 aaaaa 00 ERIC as aaa:41-- 1131313 1312131317 1313131312 121213130'- 1213131312, 39 (2013131113121313121312121311131101311. 1211121311 0131313 000012. aaaaa aaaaa aaaaa 40 131301311 1313131312 00131312 Oa 131311 00 a[3Q a O13Q 120 0[3Q 1312131311 13131313C[- 131113 11 - 41 130 aaa 00131311 0110013 00 aaa. 00 aaa 12111317 1313131311 131313012 130 aaa 1312.131313 42 00 aaa 01113131:1 00131311 13130013 [31:11313aa 131312 1312131112 1313131312 1313131311. 1313 aaa 43* [20 [213[1 130131311 00 aaa [3013012 as 131313' ; 11131213 013 131317 1311121311 1313131311 [31113131144.Oa aaa 131301311[0131311130 aaa. (31313011.(31313011., 1211131312 aaaaa 1211131:1[1 13013130: 012000: 45 01101][1 OQ 131313-1311131313 as aaa [30 1313 aaa[ aaaaa as aaa aaaaa 01301311 ' 46' [3[31313[r.1312131212' as/3011131301313 as [2[311 0 aaa aaaaa as aaa as aaa aaaaa 4T[113 [31311'1313 aa11 aaaaa aaaaa 1313131311 1112131311 000aaaaa aaaaa Oa vaa. 48" [20013111312111311 01100u [311131311 aaaaa 11213111 aaaaa 12111213tQ 13131312. OQaaQ 49 aaaaa aaaaa 131111013 Oa000 130000. 12131213 aaaaa aaaaa 013131211- CUP[= 50: 13111313111301313110120aQ. - 131111130: [3[a[31311 1 51 1311131311130131311 131113131. 13[1131311 13111313a 5z 00ME1 OQaOM aaaaa aaaaa 111101111. 51 130013ar aaaaa 1312131313 a000Q aaaaa 54- aaaaa [3[1[3129- 131321312 [313131311 00131313 ■■ ■■■■■ ■■ ■■■ ■■ minim ■■ 6101040 1 ■■ ■■■■■ ■■■■■■I■ ■■■■■ miningno ■■■■ ■■■■ ■■ ■■I■ ■o■■■ ■■■■■ ■■■■■■■ ■■ ■slows■ ■■■ ■■ MIN MGM ■■ ■■ NINE—.■■I■"mines■r■■■ ■■ ■■ ■■■ son on solo minis w 0 man ofolmin 015111 a me ■/■ ■■fit■ ■■■t■ ■■■1Il ■ ■■V/■ OEM 0 oinsino six miss ago I - men olmonowelsolmin minim MIN 11§114161111�■ ■I■■�■ ■■■ov ■■■fie ■■ 31 0124tolloo ■ Kigali ■ ■■■ ■■ ■■■ ■■ ■ ■inn ■■■� IMMMMMIEMMMMMMMMMMMMMMMMMMMMME MMMMMMMmMMmMMMMMMMMmmmmMmMMm MMMMMmMMMMMMMMMMMMMMMMMMMMMm lMMMMMMMMMMMMmMMMMmMMmmMMmMMm lMMMMMMMmMMMMMMMMMMMMmmMMmMMm IMENNEEMENEWOMMEMOMMMMMMMMMME IMMMMMMMMMMMMMMWMMMMMEIEIMMEIMME IMMEIMMEIMMUMMUMMUMMEIMMINEIMIENIMME immmmmmmmummummommmmmMMMMMMME IMMMMMMM00M00E3000000MMMMMMMM■ IM MMMM EIEIMM MM M M M MM M M M m o mm om ONE IM M M M MMMM M M M MM MMMM ! M NONE ■E M M■ IMMMMMEIMMMMMMMMMMMMmommoomONE MONO ON WON ONmommomONE IN EIM MISMO MM O M M©M©IEN MONO MO NO ONE IMMMMMMMMMMM©©M©01010101MONOWNWON CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Mitchell Location: Red Hill Ave -Browning Ave No. 61 Field Review By: RSM Checked By: Josh McDonald Time: 2:00pm-2:44pm A: PREVAILING SPEED DATA Location of Survey, E/O Browning., Mid Point Date of Radar Sample 3/9/2004 85th Percentile (mph) 33 10 mph Pace (mph) 25-34 Percent in Pace 77 Posted Limit (mph) 30 R _ HISTO ( B ACCIDENT xx- Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acclyear) 0.00 Accidents/MVM 0 : CT Ga_ TRAF ...... .:..:... Average Daily Traffic S59477 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal at Red Hill, Stop at Browning, Heatherford Crosswalks At Red Hill, Browning, Heatherford Pedestrian/Bicycles Yes/Few Truck Traffic No On -Street Parking Yes Other (Specify) _R R ADWAY C O { . Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Medium E.ADJACENT :LAND USES :R 11. RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No DIRECTION 01111111111111111 TOTAL as 0130 SPS ZONE SURVEY 13[3 13[3[1 _ l K -S �; itr OBSERVER: QTY �OC f�E WEATHER: OUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN .DCATION (sr -NAME) 1J. 1 ,gym-+..� N �.✓ ROAD SURFA OTHER (�� jMIT3)IREZ'T'10N��E8 1313131312 (EXPLAIN IF OTHER) W8 JBSERVATION POINT / �� �-� ,� '',ter . ROAD CONDITION- GOO FAIR POOR SPEEDR. 3 0 moi. ALSO NOTE.IF , PARKS, , HEAVILY USED ORVYYS, ]ATE OF OBSERVATIONS 31 % / cw PEDESTRIANS NONE t pjMEDIUM HIGH nME OF OBSERVATIONS: DATA COLLECTION 2,# go - % OBSTRUCTIONS AFFECTING SPEED AS: TREES. SHRUBS BLOCKING VISABIUTY, HILLS, CURVES 26 EE E®0 TRAVEL TO SITE / ROADWAY SEGMENT LENGTH f 15 MILES, 00 1300 SEGMENT LENGTH, ETC. (BTN L1MI'T"S) 00 aaa. 1313131312. TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS � J �'� �o Lo C/ 2 / 140. 1 .! -y� (OPPOSITE DIRECTION) 'Z- .3k 29- IN 1100 01310131:1 TOTAL BOTH DIRECTIONS 130aaa �'� / Z. STREET WIDTH CURB TO CURB (FT) 31? 000130 M000[i 0001113 00000 DATA COLLECTION METHOD 0[3aaa 001301 013000 i 00001:1 DEVELOPEMENT INDUSTRIAL COMMERCIAL DIRECTION 01111111111111111 TOTAL as 0130 013 0131 TOTAL 20 [313 aaa 13[3 13[3[1 0013013 1313131313" [313131313' 21 130 aaa 131-3131311 1313131113 1311131311 00 aaa 3 22 EEEOa Oa aaa 1313131313 00 aaa 1313131312 23§0 013[1 00aaa 00 aaa:. 00 (3131:1. 130 1](312 3 24 EEwOa. 1313131312 1313131311 131131312 130131312 3 Z5 EE11[311 000011 000011 000130 1313131311 26 EE E®0 131313131 00131312 1313131313- 00 1300 4 2T EE ,E®9 [113111312. 00 aaa. 1313131312. 11110 ,0 2aa a ®E ■®19 NE EEE. 00131311 00131312 Oa 131311 .3k 29- IN 1100 01310131:1 131301311 1313131311 130aaa DIRECTION 01111111111111111 TOTAL as 0130 013 0131 ❑a aaa 00000 4 13131313 00a 0 130 0011 000011 4 -513131312 131313131:1 3 �� EaQ as aaa 0 00 aaa 0000131 as OOQ00 SIR EEEG 00000 L& On EEa 00 aaa . COMBINED TOTAL 00111101111 01111111111111111 1 so son EMINININ 1011131M 01111 01111111 10111010 00 00[1[3[1[3[3(:1 00 aaa E E0a 13110012 000012 on Mae so son as z 34 EN[3[1[1 as OOQ00 .131313111:1. 01311 1311131311 1111111312 E EEI 131301313. on man Mellon None on son on 0 0 Nis 01010 so ONE so Sim 0 5 30' EE eE� 0[3aaa 013-0011' 00000' 000011[3130011. 5 31 EE EEIK 00 aaa. 00 0[3a' 131313 1311 as aaa Z E ME -1181t EE EEQ E.a00. 00 aaa 013aaa 130 aaa. 1313131313. 013 aaa Oa 131311 z 32EE D13Q 33 ®E 000' 0001312 00 aaa 00 01317 130 0013' 00 aaa 00 00[1[3[1[3[3(:1 00 aaa E E0a 13110012 000012 000130 00000 000130. 00 130[2 131301313- 0013130- z 34 EN[3[1[1 as OOQ00 .131313111:1. 01311 1311131311 1111111312 E EEI 131301313. 130131313. 00131313 131311131:1 s 35 01313130 [30 131311 1313131312 0130139 0130011 9 11E0 00131311 1313000. 000013 00 aaa 2 36 ®E-000 0 37 0130012 as Oa9 [1[3[1[3[1.[1[3[113[3 131301313 1313.000 Oa 131311 001100. 11111111 a ■ aaa E 0 00-. 00 0001 00 [11313013 1113000. aaa00 (3101101:1 01311 0[3aaa 000[30, 4 38. 1001113 39 Oa aaa 131313111:10011130 00131313' 013111313. DQ0012 000011- 001300 4 000011 000130 M000[i 0001113 00000 130131312 00000. 0[3aaa 001301 013000 i 00001:1 40 013000 41' 00 OOa' 00131011 000013 0013011.000011. 0130011 000011 0000 1 013000 0000 110000 00009 00 aaa 00000 00000, 00000. 013 aaa 0000a� 0001311 42 Oa aaa 43 00 000 01301311 00 01311 00131312' 0130011 00OOa 0013013' 130 aaa 00 000 r 1710000 [30000' a[1 01313 00 000 as aaa 013009. 13013130 00 0011 0[3 aaa 09000 44 000011 DE -300[l 0000E1 0013130 00 0130 0013013 000011 000013 00 aaa 1313121312 45[313 1300. 0[1 13011 013aaa. [3a 131311 0001 [31301311 00 aaa 131301313 0001311. 00 aaa- 4s. 00 aaa.. 001301 013 0131313a 00 0011 01313130. a1313131313 000012. 0013011 00 aaa M OOG 47 000[312'000[3[1 [3[1[3[3[ 00 0011 130 aaa 130 00[1 0110 �u 00 0[31t 0013011 1312131311 48 130 00 00 aaa 00 001: [30 01311 013[1. aaa a 13130 130 0011 130 aaa 013 aaa 13 0131313- 49- as 001100.10/311 00 0011 111213011 1301010 ; 1113130EI 013131311 131301312 [30130[1- 0013011 -% 000[3[1 [3[1[3[3[1 1313131311 [313111311 1313131311 51 as [3011 Oa 1301 01301311 0013011 1313131311 52 00 0011. aaaa07131.01311' 00 0[3a'013 0 111 53 000[3[1' 00aaa. 000011 0001311 13100011 54 00.13011 [3120121100,1201100.01312 131101311 000011 [3[10011 [31113011 13111]0lz' 01113011 5& [30 110110[100[1- 000aE1. 0001311 0000[1 5r 0001311 0001311.1311013¢ 13a001r [311131311 W 00.0011. [3[1 [3[3[1 13111313[l 13120131100 0011 59- as [3[111 as 0011' as 0012 Oa0011. 00.1001:. a son 1010101 0§111010 @Minis 01111101 0 Elm Co 0 0 minim 10111101111 311101111smills M 111011010111 !L1 signs 21110 IN 0 atco 0 in NAME 0 11110101311 ININIE'l IIIIIIIIIIIIIIIIIIIIII0X0001 .. ............ ........ ............................ ............................ ............................ ............................ ONO ONO ME IMMIMIMMMMMMMMIMWMM Elmom NOON Now ME IMMMMMIMMMMMIMMWMMWMMMMMMMMMMMN EIMME! ON WON �.....00000.00000.o.......... iiiii iii ii i i iii i i� � � � � � � � i � �■ li i i Mii i iii iiia i NOON NOON iii i■ iii iiiiii i iiiiii ii i i i i i� ii i � ■ MONO i i i i ii i i■ liii��i� � i� iii i©i�� � � ��� �� i� ■ li iiiii i ii ii ii i©ii i � i � � � � �i � ■ iiiii iiiii ilii i®ice i � i �� i � ii i ■ liiiiii��i�iiii©iii��i�i��ii■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Myford Rd Location:lrvine Blvd -Bryan Ave No. 62 Field Review By: RSM Checked By: Josh McDonald Time: 12:40pm-1:26pm A PREVAILING SPEED DATA Location of Survey S/0 Heritage Date of Radar Sample 4/5/2004 85th Percentile (mph) 41 10 mph Pace (mph) 31-40 Percent in Pace 69 Posted Limit (mph) 35 B ACCIDENT: HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 ' C :TRAFFI C FACTO RS Average Daily Traffic 51025 Lane Configuration 4 Lanes Total -Painted median Traffic Controls Signal Irvine, Bryan, Heritage Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic No On -Street Parking No parking any time Other (Specify) D C ORS . ROADWAY .FA T. _ . Length of Segment (Miles) 0.4 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E.ADJACENT : LAND USES Condo communities, parr RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes Z-• -►� -06 --a 1♦ ii 1 1 �!%!!LL'lAa:�_`ZL��t�. OtAEG:tON- , MIX. ■I■ -4111111111111101 M mi of simingami■f■1■1■ i ■1OLMININIGNI■1minia .I:: ; 1�.1■ ■1■ ■1■1■ ■1■1■1■1■ 010101M o ■1■ ■t■I■ mimisisiminsiol ■1st■ ■I■ MINIM ■1 ■1■I■ ■1■ ■!■1■ ■1■ ■i■i■ ttt■ ■I�1■ ■1■ ■1■1■ ■I■1■1■1■ ■1■ ■1■I■ ■1 ■1 ■1 ■1 ■ `.I' : ',1�'IC ■1■ ■ ■!■ mt■ ■t■I■ ■1■1■1■ ■ ml■ ■1■ ■ l� .I:: ; 1�.1■ ■t■ ■t■ ■ ■1■ ■1■I■ ■i■ ■1■1■ ■I■ ■ ■1■ r �.:. ,:1�I■ ■I■ ■lol■ ■t■ ■I■1■ ■1mini ■1■ ■1 Mimi■ = ; .1� : i■{■ ■1■ ■tmt■ ■t■ ■1■t■ ■t■■ ■1■ ■1■ ■ ■1n M �.1�. ': ■1■ ■1■ mini■ ■1■ mint■ ■t■ ■1■1■ ■ ■ mint■ 1� -AINGIUMI ■1■1■ ■I■I■t■Isent omini ■ ■I■ ■1■ ■ ■ ■ mini■ ■t■ ■I■t■ ■1■1■i■t■ also minisionnal at ■ :i�.. 1■I■ u ■ ■ /1■ ■■I1■It■ ■■11■■ n■ ■■■1I1■■■ �i m■i1n■iI■■ minionnino ■■I1■■ 1■■ in ■ ■I■ tt'Bm ■1■ ■1■i■ ■1■ u■I■ ■■ Mimi ■ ■I■ ■ ■i1I■■■ '1 ■1■I■ ■i■ ■ ■1■ ■!■ ■I■1■VM1001,03" ■1■ ■1■ mini I■ ■1ml■ ■t■ ■!nl■ ■11n ■■1■t■1■t■ ■1■■ ■■■ t�c■ ■■■ I■■■1tI■■■ /m■■iI ■1■■I■ ml■ ■I■I■1■ ■1■ A �� ■1■ mini■ mini■ nl■ NJ sominimismi■t■I■1■ 010114 215■1■1■ ■1■ minim ■I■I■Imt■ ■1■ mini■ ■I■ mini■ ■1■i■i■1■ ■!■ mini■ ■tstalm1Miami ■ ■1■1■ m1 MINI 012 J .t■1■t■1■ ■t■1■i■i■ ■t■1■1■t■ ■Itl■1■Igiant ■i■1■1■ n ■i■tni■I■ ■t■t■1■t■ ■I■Iii■1■ ■I■!/I■I■ C 51mini■ 31■I■1■ ■1■t■1■1■ ■t■1■1■1■ ■I■isls!■ ■1■1■1■1■ T Novi stm■tmlmt■1■ ■I■11I1■I■ ■1st■1■t■ mini■1■I■ r ■I■1■Imt■ ■1■Iml■i■ ■I■I■1■1■ ml■1■1■te ■I■1st■I■ il■Int■ ■Inl■t■I■ n tr ■1■t■t■t801■1■1■!881min/ita■t1■■ al loin MINI MIN mina■1■■ ■t■I■1■t■ ■t■1■1■t■ ■1■I■1■iM ■1■1■t■ts■tmt IIIIIIIIIIIIIIIIIIIIIIIIIIII MEMNON mmommommommoommmo mom Now MENEM ommoommummmmmmmmmmmmmmmmmmmo mmummumommmummmmmmmmmmmmmmmo oIN0000000MMoNIMMIMMIoIMMIMIMIMIMIMMIM■ 0100000000m000mmmmommmmmmmmm■ mommommomommmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmmmmMMMMMME mmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmmmmmmmmmmo CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form -QpFFn i IMIT ['_MANGE No Street: Myford RD Location: Bryan Ave -EI Camino Real No. 63 Field Review By: RSM Checked By: Josh McDonald Time: 12:00pm-1:22pm A PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 4/2/2004 85th Percentile (mph) 37 10 mph Pace (mph) 29-38 Percent in Pace 75 Posted Limit (mph) 35 (DENT HISTORY . 13 ACC - _ _ Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 1.87 IC FA CTORS TRA _._ _ _ , y :. .... .. Average Daily Traffic 4,896 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Bryan, EI Camino Real Crosswalks At signals Pedestrian/Bicycles FewNes Truck Traffic Yes On -Street Parking No parking any time Other (Specify) D: 'ROADWAY FACTORS Length of Segment (Miles) 0.1. Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES ommerciat/busrness RECOMMENDED SPEED LIMIT 35 MPH -QpFFn i IMIT ['_MANGE No r -v=i &AM1 � 1 i s _.r _.• �f.`' ': �_ �"���:� 1': 111..-; p- 41 0:114pr 000 MIT -a Mt, f ■t■ ■lain ■I■ mini■ ■I■ ■1■1■ ■1■ ■1■1■ sing Mimi ■ ■I■ ■1■1■ MI of MINI MOMINJ mini ad', ! .1■ ■t■ NJ MIEMNIMI 01 N1■ MI NJ Mimi Mi T issmisimmalmil ■1■1■ ■1■1■ ■1■1■1■1■ kI F]JOINGOINIMI ■I■ mi NJ ■t■I■ ■lo NI NJ mantel ■■■ ■1■ ■i■ ■ ■1■ ■1■ ■I■ ■1■1■ i ■ ■ ■ ■I■ ■1■I■ ■t■ ■1■1■ ■ ■■1■t■■I■■t■■I■ ■ ■ ■ ■imt■ ■t■ ■1■ ■ ■ mint■ ■1■ minim ■1■ ■ mind ®� ■1■ ■ 010411111 Rin■ ■ ■ ■1■ ■ ■ ■minmin a ■ ■ ■i■ at ■t■ 11§13451 m■1■ ■ ■1■Is ■1■ ■■i■ ■ ■ ■1■ ' ■I■ ■I■■ ■ ■t■■1■1■ ■■■1■1 �1 '■ ■1■I■ ■t■1■1■t■■1■ ■1■t■ ■1■ MINI ■ ■1■1■1■1■ ` ■I■ mini■ ■1■ mini■ mini ■1■1■ ■t ■ ■I■1■ ■I■1■ ■t■ t. J ■t■ ■tat■ at■ ■1■1■ NIMI Mimi Miami■ ■1■1■ ■t■I■ B14 x ■1■1■i■t■ ■1■ mini■ ■I■ mini M11MI■ mini Magnin ■Int■ mint ■tat■ 110121ml OVINIMI mist 81401- at ■ini vololni■1■t■ ■lo ■tal■ ■1at■1■1■ motel Elul mis ■t■1■t■t■ ■tal■I■1■ minimi■1■ ■1■1■1■1■ ■1■1■1■lti ■1■1■1■1■ T ■la1■I■1■ tl■1■t■1■ ■1■t■1■1■ MINI■1■t■ ■i■1■i■i■ ' ■Int■!■!■ ■I■1■I■I■ minimi■1/ ■1■1■t■1■ ■1■I■t■1■ ' ■lal■t■1■ ■1■ mini■ ■t■i■1NJ niqui■1■1■t■ ■1■1■1■Is mini ■1■I■ ■1■101■1■ NIMINI minefol■1■1■I■ ■1■d■Inl■ • ■t■i■t■I■ ■1■1■tal■ ■1■i■1■t■ ■t■1■1■1■ ■1■1■t■1■ • Clf) 170 CIO, x ui CL z • 0 LUIL ui LLJ LU Lli• LU • co• •• • • .• .o LU • ' • 'LU • IL z zuj '• - LU • • • • . ui CO wwwwwwww■wwwwwwww■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■ ��������w■■■■■■ww■w■iw■wi■�www■■www■ww�wwwi■wwwwww0NOON ■ ■■■■■■■i■■■ww■www■■■wwwiw■■■■ww■■■wi■w■w■■Mw■■w■Mmom ■0 _ wwwwwwwwwwwwwww■iw■w�wwwwwwwwwwwwiww©w©wwwwwwwwwwwww■i■ ■ w■wwwww�w■■ww■■■■■■■■Mw■■■MONO ■MMUMM©■MI■■I■I■■00NOON m wwwwwwwwwww■■wwww■wwww�■wwwwwwwwww©©©©wwwwwwwww�■w■wi■ •wwwwwwwwwwww■wwww■www■w■■w■w■w■■■©©©©■■w■■■mom ONONE "wwwwwwwwwwwwwwwww■�■wwwwwwwwwwwwow©©©©wwwwwwwwwww■iw■ ■■■■■■■wwww■■■■■■■■■■wwwwwwwwww©©©©©©wwwwwNOON 0mom ■ -•wwwwwwwwwwwwwwwww■wwwwwwwwwwwww©©©©©©wwwwwwwwwwwww■ wwwwwwwwwwwwww■iww■wwwwwww�■©www■©©©©©©w©©wwwwwwww■w■ mom wwwwwwwwwwwwww■wwwwwwwwow©ww©©©©©©©©©wwMOWN MOWN ■ wwwwwwww■wwwww■ww■w■wwww■i■©©©©w©©©©©©©©©ww■�wwwwNONE wwwwwwwwwwwwwwwww■wwww©ww©©©©©©©©©©©©©©©ww©wwwwwww■ �w■■w■w■■�wwww■�■w■www�w©�©©©E�E�E�E�©©©©©©��■E�■■�www�w wwwwwwwwwwwwwwwww■wwwwwwwwwwwwwwwwwwwwwwwwwww■ww■w■ wwwwwwwwwwwwwwwww■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■ wwwwww■�wwwwwwwwww■wwwwwwwwwwwww©ww©©wwwww�■wwwwww■�■ wwwwwwwwwwwwwwwww■wwwwwwwwwwwww©ww©©w■w■■■■ww■wNONE wwwwwwwwwwwwwwwww■wwwwwwwwwwwww©ww©©©wwwwwwwwwwwww■ •wwwwwwwwwwwwwwwww■wwwwwwwwwwww■©ww©©©www■w■■mom NONE „wwwwwwwwwwwwwwwww■wwwwwwwwwwww©©ww©©©wwwwwwwwwwwww■ wwwwwwwwwwwwwwww■■wwwwwwwi�wwww©©©©©©©©wwwwwww�■wwiNONE ..���.����. ■■��■.w■■■■■■�w©©©©©©©©©©wwwwww No NONE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: M ford Rd Location: Michelle Dr -Dow Ave No. 64 Field Review By: RSM Checked By: Josh McDonald Time: 1:21 pm-3:17pm A: PREVAILING SPEED DATA- ATALocation Locationof Survey N/O Walnut Date of Radar Sample 3/11/2004 85th Percentile (mph) 45 10 mph Pace (mph) 35-44 Percent in Pace 64 Posted Limit (mph) 45 B: ACCIDENT HIS rORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 C TRAFFIC FACTORS Average Daily Traffic 21549 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Walnut, Michelle Crosswalks At Walnut Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking any time Other (Specify) D; ROADWAY FACTORS Length of Segment (Miles) 0.7 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways No/No Street Lighting Yes Driveway Density Nominal E: ADJACENT LAND USES Industrial RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes -v' SPS ZONE SURVEY A(13Y PARTLYacuDYMlcsmY9moY RAN X- 7106 (sr. NAL40 t/ F-0 mmw=WEA7HM M Pm RCjW OTMR suRFACEiffmR * (EXPLAIN IF p=.wnom WSIFEB Will 11 / mat J,� FAIR' POM BMWA-nCNPONr A21 ARM= ALSO NCRE IF SCH00LS9 PARKS, OWSTREErPARICM HEAVILY USED ORWYSt o: c0 SPEED UMlfr 3 �J �% �'� LMS. NONE LOW MEDIUM; HIGH A: OF OBSERVATIONS0BSlMCll0NSAFFECnNGSPS0A&@ TREES. SHRUBS 8tDCXWV!SA8Uff, HUS. CURVES Wft OF OBSERVATIONS: DATA coLLEcnON 1 TRAVEL TO SITE /M;m ROA13WAY SEGL4ENr LENGTH WI ES SEGMENTLENGTH, TOTAL NUMBER OF LANES (THIS DIRECTION) E 2:0 A (OPPOSITE DIRECTION) ,OLVAENTS, TOTAL BOTH DIREC i IONS Ail/ STREErWCrTH CURB TO CURB (FT) -7 DATA COLLECTION METHOD 4Lo o4 h, DEVELOPBAENre. RESMENTIAL INDUSTRIAL L -C I 10N =AL =AL ITA L 2017 [3 131313. [3[3 [3[312 [21: 0012 130 012 rilli: 21 as 0012 0121200 [312 131313 (20 1:1013 as aaa 121 1213131211 (213 121211 012 131311 12121313EI DOM 00 000. O12C012 1313[21311 (312131211 2Z GE213130. 131211130 02 0011 120 121111 11121312EI - -" 23 1311131312 1313131317 120 0011212130EI 13121312E[2[2[1 012 131312 1212131211 1212121311 EX 13011 1312 (31211 EM 12 EMO [20IM12 131:1131311 - `�' 24 []12131:[l 1311121212 1212121211 121112 [2 ic 1-2 11 [M010. [3[2= OII0012 131112120 25 1313131217 [101312EY 12 13' 13013CEr 13Ell313Er 13 1212121ICr OrIll 13M 131213 26 [3[1 [2[3[1 13EII21311 EX1121311 1113 _ _____. zr [2[jc3r3[2 COMM [30131211 0120 12 z 13121: MOOG 1311131311 (31312 0001311 RU12[l 00 OEM 0130011 IM01311 C11113111a A- 28 §01MIJEJ [3120[2[1 0121213CI as 1100 [112012rl + 5 WI OEM= (31201212 00 01311 1213131311 29 SE2131311 (213131211 [212 [21312 [20 00[l 1311 12130 i 1212130 1312131211 1312 00[l IIP 13M IM -13011 30' 511111211 (2001311 [312[2131: 1212121111 01113 11 31 algll[3[1 [3[3 [3[2[1 1312 131312 1:112 131311 12EII211EI 0-- W1111011 [M[31312 12CIIII211 EXIC 110 1311 rl (:1[2[1 as 13130 (20 131311 13120EM [20 13011 32 lll[[3[lla [3[3 [3[3[1 1311131312 0[1 131211 1:111131211 33 M50012 013131311 120 131311 0012011 1213 12011 110131311 13EII311EI 131212011 1200[arr 0013130: • MEZE 1212 13011. 1213131311 013131311 00131311 34 §11slier §12 1312[1. [2EI[21312 [2[2[21211 ats00<z2, 10 131212 1313131212 1213 12 [21.2= [212121311 ,� 35 §ff Iffil ffillElEg gigiallit NE10120 1211313130 �. 3s gilmilEl 00 0011 1212 131312 1312 00a 00 000* 131211 [20 001: as 0130 1312131311 012121111 NERNS 00 0011 01313011 1312131212 1312131312 _37..§N§2jt Ell IENG 1201 131111 130 0012 1312131312_ -5 38 ail slall. 512131311 1311 002. cloclocr cloooll fiffit as 00[3 (2001311 0013011 121213011 fflo N ISER. 119113Q 1313131213 012131311 1312111211 .6 6 39 J[11011[t 810 121312 C1121213[l E1311011 12121200 lo WESSIL 11511919 012131311 1212121311 1212131211 44 40 §11 l[Iff 111111[9 11[21313EI MEN= (ME2120 .4- RIX010 (212121311 12121313[l 1312121311 131101111 5 41 §§ Bilff c3[2[3[2El [312[3[312 1312121111 12EII301I 4Z 1111JINff- [2[1 [3[2[1 [212c2r3EI [:1[2 [3[111 [2[1[2[311 7 m allil- R111SEXI 13131313[l 1:12 [3[2[1 [20 [2130: WEEK RZOOEI [2[2 1313[1 0121313EI 13EII3131I 43 Ifil 1159 [3[3 [30[1 [20 131211 [30 [3[1[1 01101311 7 �" 44. all §1glij. (ZjZj2[2[! 1213 131311 121212[2[1 CIE213012. lEllift 1111 131312 (20 000. GE10120 1212 131211 .552MIR KIMMEL E13121312 121213 1212121211 45 all saff [20[3r2a [111212M [313.131211 12120riEr .1 111EM1311 121313130 [2[1[313[1 1210011 [213[21311 0 46 [3[3131311r3[3[j [30131311 00 0011 131212011 1 ro NEWIlt M0CII211 1212 11011 (212121312 12120011 .Oa 4T IE1131311 ' 1312131311 1212121111 [0131211 12121212EL pa e R[3[3[1 [XICIEn 1212131211 [2[11312EL (31211011 0 48- 0[1[2[2[l (3[2.[3[3EI [3[21300 GE100EL CE10011 4 612 0 a COMM 120121311 [21213011 1212121211 :.,.11 49- jjjj[2M [3[1[2[lEL [2[1131311 121112011 1211111311 4 912131311 [2121213EI [212[21311 012131213:1201300 Q/ 50. gl[[3011 [2[1[31211 [3[10130 0013011 CEIGUEE 4 1213011 1212CII311 1213131211 -1312013[l 130 1312[1 ,_ 4 51 so[3[2[1 12001311 [NME21L 13EII31211 1311111111 KNEXI 01200[l. 130 131211 [2[112[3[1 (3111112[r 52- ll[2[Mr-1 [2013 [31213011 [001211 12EII21211 4 .Bra[30[r [200EXI [21212011 EM 13UM 121201311 -- 3 51 [2[11313[1 (200011 131113[211 121112011 12121313i 3011 1201213[l 121213011- 1212001L 12 0139- 54- [312[130 131112 12111212EL aa0a1 1211121211 [1121213EL 12111213131 01112 55 [311 [31213 13- (311 13CU IM131211 0- - O1s00r: 55' 13121312CE 13EI[2[2rl- [JEJEJOEL EX11313EE 4 1213 [212120M (31213 l2rilmll 5r (3013131131 131213EXE 1212 EMU 1312E1 0 m13 [M= 131212=. 1311 131213CU 59- DE113130: 011-70CEr 11110 131111 - Ir 0 (31213 EMEMEE 13120= 1313Er 121IG 59:- [2[jo 1312 -ma: 13r"l MEE 4 51113130. 1311 12EIEM QIIQQZI OIIOOIZ 60- 01213CEr (30200: loirT EMM 13 0 Em U: 13 MEMEL r -q- , f-Tv-rmrTlwT, nmfmTnfmf, rmmTf7rrTm 18 mrimmrr rinmryrr rirr, ivin - rlrTI 11 117 r1l I M M 000000000mm00m0mmmmmmmmmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street:New ort Ave Location: Warren Ave -Bryan Ave No. 65 Field Review By: RSM Checked By: Josh McDonald Time: 1:50pm-2:23pm A PREVAILING SPEED DATA Location of Survey, N/O Old Irvine Date of Radar Sample 2/25/2004 85th Percentile (mph) 47 10 mph Pace (mph) 38-47 Percent in Pace 67 Posted Limit (mph) 45 :... :. ACCID ENT HIST ORY Time Period Covered (months) 36 Speed Related Accidents 28 Speed Related Accident Rate Annual (Acc/year) 9.33 Accidents/MVM 1.21 ,TRA FFLCFACTORS C , Average Daily Traffic 26,338 Lane Configuration 4 Lanes Total -Painted Median, raised median Traffic Controls Signal Bryan, 1st, Holt, Irvine, Old Irvine Crosswalks At signals Pedestrian/Bicycles Yes/No Truck Traffic Yes On -Street Parking Yes Other (Specify) .:DDWAACTON F � ....ROA .....:........ Length of Segment (Miles) 0.8 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy NT LAND USES E ADJAC E . Dense commercial/BusEness RECOMMENDED SPEED LIMIT 45 MPH SPEED LIMIT CHANGE No SP NE SURVEr A/ UUMEWAStr --0) -op /7' vvmrrN3tr ct X -Mr PARTLY Maw- MC MY Or FOG RAW 0=I ION (Sr. NAM114 Molmounno� Lo A 2v A A/ ang4r�p"mm IWIMMM, 014 Nkm Va. _MnO* Gl�& FAIR' P00FE (ERIN IFCTHB:q' All RCAG CM NATION POW III ICSTED SPEED UM1Fr 41'->" W" NEW ALSO NOTE IF PARKS. PARKING HEAVILY USED-ORWYS, TATE OF 09 ERVATIMS !Z -l 71-95110- PEMIRIANS, LDW- MEMM% HUM - IME OF0 RVATIONS: DATA Ca.I1ON 2 2 3 08STRUCITON8 AFFECTM SPEM A L TRES, SHRUBS SLOQaNG vismmm' MtL&aMja TRAve. m sm ):P A .* Al RCA13WAY SrEGUENrLj34GTH 1 9 MILES, wmmarLENGTH. Erc. (STN UMrrS) 0 NUMBER'OFLANET (THISCIRECI '0MMEM (CP DIRE=CN) TOTALSOTH DIRECTIONS: SMEErWV1`H CURB -TO CURB -(FT) DATA COLLECTION METHOD r _0E1AB.OP E%*Nr.'RESIDENTIAL NO= HAL CO ININIME sense misfolmin Intel mining 01510111 5 MINIMIN I minfolm a 0 mini a Ennis 0 slolmin 0 a 0 min a a MIM1 omming MINNIE 0 _Mtotol 0 5 0 - 0 a M WIN MI mini Ml NOMITI 11111111101MINlolm I 1 Im molmlolm olotsimin 0 mialolm 5 a 0 MINI Rolston sonsim 0 almisle 0 Mtn a 0 annuls$ assign min M M(MIMIM a son minim 0 MEM molomalls slotousloto a a a m(sim's a■a III TOTAL minim a a am Elm a , a 0 a 0 olut also 0 OMNI 0 a 0 so Is a 0 a MMI111111---ALP" 11 )VZ a a main MINNIE seats oto min I giants 0 0 min mines woman I MENUSto ME I oil, is Imtsimin MINNIE MEMO Eta min a a 0 0 a Eta I Sim NONE jolslom s 0 a , tol a too a 5 0 Elm MINIEW son a mislowalmlsialm mosso olmlsom min 0 MINGIMININIMIN SOMME OINEWN 0 a a mcolm minim its I No MINIM slocolm a Elm Mossm Mae 0010(omfilmomfo JOIN u(sto 0 1 I [main RONNIE =AL M ■MINIM 0 ■Elm MIN 0 0 0 Elm 0 mfololm slamming ■0 ■■misiolm ■mininsiounin MINIM ■Imism■ ■ Eloise ■ Elm 0 a sommin 00(stalm 0 a mine to i a■on m■ololm I a SUN a Main a min into min MINION Risen 0 a 0 min a minfolm 01001 MEIN@ r 0 IN min 0 min a 0 mom 5 0 Elm son I 0 ■1 a 0 ■a 0 ■0 min ■a NINIMIN ■MIN ■0 MINE JENNIE IL Ir.', a 0 ■MIN ■MINE ■ova ■ a mama I min Ion 0 0 1 Simon 0111010110 minim Mtn ffJ0IN[,rAm Into a a win NEWS 0 ■no Ion 11MUMIN mini lei o 0 minim I ro r0+00- ri i !a it on il on it 0 is son 0 a a olmouls MINIM 0 0 41W a a a 0 0 son 0 0 MEMO a min a 0 0 10[st - 00failts-FETs-FiFnE 0 Ron MENEM alsom 0 a I a me 0 a a �1041[Rjn ■ ., a a a 0 a ■ soon 0 a 1 1 0 0 a 0 WIN■NEW 0 a 0 ■Monte Elm .;man MINIMIRIN on(sion onev.:1.11- . 011011MIN wants 5 a a mossim on OEM■ MINNIE malmlolm mints MINE 100-1 ti minim 0 a 0 a a ■Boom Mount so I Elm a ■single Nelson a Mtn via.ALJ a ■0 ■son■ ■min OR at■ 0 Into 0 ■ moloolm a a mimajoits I RONNIE 1 -1 136010111115 110101110 Emilio -imam a a a a Elm minim MEIN MIMINIMIN mints 0 again min M(M 0 0 minfololm a 0 0 0 min 0 0 0 a ROME MINIM a scolm win a mining Olson 0 man 0 MINIM i 0 a 0 a 0 min loin SENSE on .-in man 0 on 5 0 meals minim I minim 0 Rings olsom a mini■ I MINIM now I mines 0 a a a minalls 51010410104311 Am MENEM ■In I Nixon■ 11101111 olmill 0 siodalm minim SIMINIM 0410101RIMING11 RIMINI A L.", 1' 0101310 016011211111MIM alsfulm admisla min 3�340 olvalls 11310 ljololl moolmom mines 5 0 win "Isim 0 WIN offialmle Elm MIN min a min 0 min MI■ Its a I win 0 Big 111010 Olson a man 0 0 win 1 0 Elm a Main a min Elm min 0 min I MIN all oil I a minim MIN minmn 001MMINM 0 a Emim i1IGIl .1 mints ■MIN almools, 5 min WOMEN at■ a Millais alljolmalls minim 01010101moolm a min IIA al alumni min, at goals minim slaillm wool M I loin miscolmislaim MINIMIRIMmElm RIMIM14 • alljolsionsis 510104310131010 Mimi @I al-mmalml w*M14 =7 - most mimesis! 0 almleffolm minim ■loin mimesis minim 1111111111MIN Elm -2 min - min minim minim alumni ■ 1121MIM114310 almoolmis Nixon via miniNE i in 81010101016110 mini■ I Its olminalls misfalmisamisimle miniminim misi-E-1010431 mini at sissimill Elm 110 a! MIN010101 MINIM-11111NIMIMI Manial M1 Kissel no min =A mlwq�=i mid= m ELNI 11251 M1 RLEIN2010101 NJ Mani MINI al m2m!EL21m1 a • LO LOI.. C z Oka• Ig- LU EMED ca 2 • • • • LU w IL z ui IL ui ui ui co • .• • z 00 CM w CM • 0 cf)l C4 LU • ' LL •' Lu Z . W 9 • CL LU • • • • • • • • ul cc • • x • • • • MMM n M M - M M M M M M M M M M M E M - M- m m m m m m m m m m m m m m m m m m m m m m m m m M M M E MMMMM . . . . M . . . . M . M E . . . . . . . . . . . m . . . m m - . m . . . m . m . m . m . m m M M M M M - M. S M M M M M M M M E M M M m m m m . m m m m m m m m m - m m m m m m m m m m . m m m o . . M. . M- . M M M M M M . M M M E M M . - - - m- m m m m m m m m m m - m m m . m m m m m m m m m o MMMMMM■ M . . . . ■ ■ . . . E . . - . © . . . . . . m . . . . . . . . . m m . m . . . M M . . E M M M M M M M M M M M M M M M M M E . - . . © m m m m . m- m. . . . m. m. . . . m. . m m m m - m M M M M . . - M M M . . M. M E - . M© © m- . . © m. . . - . . - - - m. m m m M M M M M M M E m - . m m . . . m m - m . - . . . ■ . - . © © . . . . © © o . . . . . . . m . . . . . o - . . m - . o -mmmm.mmmm-m-mmmmommm©©©.©m©©©m-m.mmmmmmmmmmmmm--mo e . m - . m . . . . m - . m . m . . m © . . © © © © © © © © © m . m m m . . m m m m - • • - • • • • • ■ m m - m . . . . . m . . m . m . . o © © © © © © © © © © © © . . . - - • • • • - • • • • • • • ■ • • ■ m - m - - . - m - . . m . m m m m o © © © © © © © © © © © © © . m m . . • - • • - • - • • • - • • • ■ mmmmmm■ . ■ . . . ■ . . © . . © © © © © © © © © © © © © . . . . . . . . - - . m M . . M M . - E m m m . m - m m . - m m . - m © - © © © © © © © © © © © © © © © . - • • • - - • • • • • • • • • • • • CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Newport Ave Location: Bryan Ave -EI Camino Real No. 66 Field Review By: RSM Checked By: Josh McDonald Time: 11:30am-12:19pm A. PREVAILING SPEED DATA Location of Survey S/O Main Date of Radar Sample 2/19/2004 85th Percentile (mph) 36 10 mph Pace (mph) 28-37 Percent in Pace 77 Posted Limit (mph) 35 BACCIDENT HIS ORY. .. ... Time Period Covered (months) 36 Speed Related Accidents 14 Speed Related Accident Rate Annual (Acc/year) 4.67 Accidents/MVM 0.88 ` ..:..CTO RS C. TRAFFIC FA r Average Daily Traffic 29,026 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal EI Camino, Walnut, ' Main, Bryan Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No Other (Specify) C: OR.... D ROADWAY FA T. . ....... Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E. ADJACENT LAND USES Commercial RECOMMENDED SPEED LIMIT 35 MPH ISPEED-LIMIT CHANGE No SPEED ZONESURV WEAVEW. S&VOV- CLOUDY PARTLY CLOUDYMOSMY FOG RAN x ICH (Sr. HAMM OMMSUFMCE MW Cot GTHIN JA1114jy 01/ (EXPLAWIFOMM =0HREffM EB WS O S-16 N ROWCOM11 FAIR' 1300t SSMA71ON POW ALSO NOTE IF WS PARIGNM HEAVILY USED RWM APH :n LS, PARKS. O M SPEED UL*rr X OF OBSERVATIONS N8. C L0* ME0111.1W HIG4. SPIE A& TM& M4MM anCOGMSAWLITY. mus. awwo MeOFOBSERVA110M DATA COLLECTION W-944-7."Eft /2-00/9 • � MLES TRAVEL TO SrM- �,,"V;pxv ROMWAYSEGMENrLENGTH sEGmerLENGTH, ETC. (ffm LIMITS) TOTAL NUMBER OFLANES' (THIS DIRECTION) :OMMENTS (OPPOSITE DIRECTION) TOTALBOTH DIRECTIONS IONS q STREET WIDTH CURB TO CURB (Fr) DATA COLLECTION METHOD WOEWLOPEMENT: RESIDENTIAL INDUSTRIAL NYMER 0,1 cnoN OURECTIO14 TOM c213131m TOTAL )TAL M (31313CIE1 131101312 131313[3[1 12130131113121312CI 21 [313 131311 1313 111313 13130011 [213131212 - 1313 131112 1212131311 [312131311 1313001r [20 0 13C 131701312 1313 131317 [317 131312 1313 131212 012 13121: 1313 131312' (313131312. CUM 1313 131213 2Z [10 0012 130 131312 (312 13120. 011 131311 1312 121211. _ —" 23 [3[3 [301a (312 131312 1313 131211 00 131311 1312 13 riQ 131311 1312 13011 121313E0 00 13012 013 CE11 IRCaa 1213 131312 1312 01311 COMM (313[312EI (30 000. -" 24- 130 12[IEI 1312121311 (212 13130: 1312 1112[i CEICEIEL • 1112MIE1 as 131311 111ME1 1103 (3[201313 1313 131= 131101311 131112 V 25 131313 13013011 131313 12 13M. 131213131: gliff 601313[1* 131113= (3121313C (312 - '6 - 1 26 10131311 1313121311 (2131313[1 1312131M 00 12011, 2T W113012 1312121313 (3[1131311 1312131312 1312 1311. Sw 2. Man 9 013121311 (30 131312 00 (313CI 0101313: so 13131:1 1312121311 13121213EI 131301312 (30 131312 6 28 §11 EJEJE IF1313012 1312131312 131212011 13012OU 7 K 0§11 112131311 [111131311 (3131313 12 131313011 © 29 11E asR, . all KIKIL 12131313EI 1312 11 1313 131312 ]WEE211 (:1121213EI 13121313U 13120CEI [200011 30 §jEjEj!jjK* IS FREI 013 013EL [XICE211 13131313CI 013131312 1312131312 131113EXII y iffiffElIff §0 1313[1 1300CE 1313 131311 1310 1311 11 MR. NIE 1313EI 1313 131211 COMM 1312131311 .31 37- IRS NE]lr IS ®EW 0001211 13120011 131313131313 / 3 33 @RGEJK� EN Eliff REE01I 01300EI 1313 QQII' aff Cr gait an g1K. jiff Sao. [313coa (312[30__ MIKEEK NEWN NERE312. 013013C 00013EI 2,q OWN 7 mwmwuw� 34fiJIM11. [3[1131311. 1312 [31311 1312 12011 R ENE . 13121313EI (212 131312, (30 00C1. 1312121313 : � 7 35- 121158. MIECIO12 1212131311 011131311 1312130a = SEEK MR01312 (20 0012 cocoa occoll -M S6RIEff- ME30011. 00 131211 0013011 1301313EI N 611111 80131313 1313131312 1313131211 01201312 3T 111RElt 111 M13 GE113130 [312 13130: [3[113130 3s 11FIFEW 0[2 0[3[1 013 01211 130 111311 013 131313 -o a 11KNEXI 1312 1313G [113 1213[l (213 0012. 13120011 512 121311 1312131211 1113 131311 13130011 1313 01311 — z �� aaa as aQa [2[1 0[3[1 00 OEM 1313 I21311 = 131211 1312 121211 00 0[2[1 131313130 1312 131311 _ �_ 40 -FIE 131311 1301213CI E312131312 130121311 131213012 2- 41 RIM[3[1 [][2 [2[3[1 [313 131311 13121313EI [20 131211 42 §[j 0[3[1 [13 0130: (311131212 1312131112 1113 12EL 43, (312 131311 1313 [3[3[1 1312 131312 [31301211.130 131:112. 44- W2131313 120 01312 1312 121= 13121313EL [3[21313EI _ : v . 45 (31213131: 131:13011 (3131312EI 13121212Er [M 131311 46 (30,01311 013 131211 (313131211 1312 12121L 1212131311 47- [213131311 1313 131311 GE11212EI [10-12 1213121311 48. 00 121311 00. 1300: 1312 131311 Go [1 1313121211 12011 [1113120: 1312 13130: 12031211 49' as 0130. M xz-[2oj2. [2EI [3[2[1 - c213131m [312013EL [213 131212 JEE101211. 1213131211 1212131311 1312131311 CE11212EI r 3 CUM 1313 131213 [3[2 [3[3[1 00 131311 00 131311 = Z 12 020 [3[3 [3[2[2' (30 000. 1312131311 1312 1313E1 1112MIE1 as 131311 1313 121311 131101311 131112 =,- MINIMIN moslolm MINIM 01 MIMINIM molmis 0,05111min ammom MISS mollims moolm Rolston Mason main Nola MINION an Insist a I a Niels offsto a a a Elmo -I--II I not I -a- 01 0 MINN ■MINI I mosommimle a MIN mind U ■0 ■loin ■a MIN smalmin 0 man 0 ■ minim 1§110061 INS a 0 a man oil 0 was 0 slain molmon I sisal 1111111111014111110 atoll ■11101101111 in min t 9 0 MINIM Malls - minim a I (51010421010 MINGNIN a at■ 1511MININGMINI a minion a Mimi 1111111110 man a minim a 3101MINGRIMI 0 OlsonIN. aminim I I 0 NIGINIM MONTE sols 11111111111141115 a min ■Ilion's 1101111111210010111 min 113131310 Nis I note In!0 I I'm imallsimisiss I! Rimini w2ml sin! st vaul min a 0 a a 0 a 0 a a a swain almis olmisin 0 Booming 0 a a a a 0 1 movols MIN Elmo ONE at Nunn means 510IMINIM a I a 1 0 3 1 at -,I I I malmd-0111111111111 0 a main MINI 11010111 a 01MINJIM an I 0 MINIEWS-1mustato now olvirmistain Jim a No, 0 a 0 2 minim 011MMINJOIRIM MININININISMIN 8104 a minim Olson 111010810110, min Elm 111511101118 88104 I a MINIM Niels MINSMIN a min ■■ago 110 It 118401 goal alumni a mislojois a 0 MINIM I minim MW 0 010101 IIIQII7- 13 *1000 EIC13M CE13 "W"Mrr"f"" rvf0Mrr"rjw""- f=qrNvrvvvMvrwr. rw1fnjw"nM- RR T' __ ___ _ ____ ____ _ oaa0aaa0aaa000000000000c 00000000 0000000000000v00000 ................................................... ................................................... mommmmmommommommmmmmmmmmmmommmmmummmmmmmmmmmmmmmmmo momommmmmmmmmmmmmmmmmmmmmmmmmmmmummmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmommmmmomommommoommummmmmmmmmmmMME mom WOMEN mmmmmmmmmmmmmmmmmommmmmmmmmmummommumommmmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmmummummummummmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmummummummummmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmmmmmommummummoommmmmmmmmmmmo MMMMMMMMMMMMMMMMMEMMMmmmmmmommummummoommmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmommummummommumommmmMMMMMMME mom MINIMINmmmmmmmmmmommmmmmmmmmmmmmm©mmmmmmmmmmmmmmmm■ M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m© © m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ©© m m m m m m m m m M M M M M M M E M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m© © m m m m m m m m m m m m m m M M E M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m ©© m m m m m m m m m m m m m m m m o M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m m m ©© m m m m m m m m m m m m m m m m o m m m m m m m m m m mm m m m m m o m m m m m m m m m m m m m m ©© m m m m m m m© m M M M M M M M E M M M M M M M M M M M M M M M M M E M M M m m m m m m m m m© m©©© m m© m m m© m m m m m m M M E m m m m m m m m m m m m m m m m m o m m m m m m m m m m m ©© m© ©© © m© m m ©© m M M M M M M M E CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Newport Ave Location: EI Camino Real -Sycamore Ave No. 67 Field Review By: RSM Checked By: Josh McDonald Time: 12:40pm-1:41 pm A! PREVAILING SPEED DATA r►r%CCr% 1 Iwalar f% LJ A KIt-C Nn Location of Survey 251914 N/O McFadden Lane Configuration Date of Radar Sample 2/19/2004 Traffic Controls Signal EI Camino, Nissan, Mitchell, McFadden, 1-5 85th Percentile (mph) 39 At signals 10 mph Pace (mph) Pedestrian/Bicycles 31-40 Percent in Pace Yes 73 On -Street Parking Posted Limit (mph) 35 Other (Specify) ENT-H.ISTR�Y B.ACCID O:. Time Period Covered (months) .. DWAY FACTO D ROA 36 Length of Segment (Miles) Speed Related Accidents 18 Vertical Curve None Speed Related Accident Rate Horizontal Curve None Annual (Acc/year) 6.00 Good Accidents/MVM 0.91 Good OR C FLC FA _T _ _ . r►r%CCr% 1 Iwalar f% LJ A KIt-C Nn Average Daily Traffic 251914 Lane Configuration 4 Lanes Total -Painted Median, raised median Traffic Controls Signal EI Camino, Nissan, Mitchell, McFadden, 1-5 Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Partial Other (Specify) .. DWAY FACTO D ROA Length of Segment (Miles) 0.7 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy •ADJACENTLAND USES E. Residential, dense commercial; business RECOMMENDED SPEED LIMIT 35 MPH r►r%CCr% 1 Iwalar f% LJ A KIt-C Nn . SPEC ZONE SURVEY �� : N 0 TY )C,�1T1�1(S'Z : NAIu -e w ♦ WEATHEt CLOUQY- PARTLY CZ.OU01r MOST�.Y CL�OUOY POG RAIN r �., � - ROA[ ""� �� - OTHW- oaP�►IN IF OTMF' t RECTI EB ws RVAT10N POW p F�4 I) `44 ROAQCONORIOIV= FAIR POOR SPEED R. ,sap, ALSO NOTE IF SCH PARKS, 0I44MEET PARIONG, HEAVILY USED ORWYS, )STEDATE OF OBSERVATIONS �- 11 / a`'f PS�ES`I RUWS I.OW MMIUM - H104 ME OF OBSERVATIONS: DATA COLLECTION % Z: IVP assm)CI'ION8 AFFECTING SPEC A8: TREES. SHRUBS BLOCKING VISAWrY. HILLS. CARVES TRAVELTO St"tE :'k XI ROAOwAY SEGMHVTLENGTH MILES SEGMENT LENGTH. ETC. (m LIMITS) TMA, NUMBER OF LANES (THIS 01REC'iiON) 1 0MMENTS r j 4o,-- M v/ (OPPOSITE DIRECTION) TOTALBOTH DIRECTIONS moo,,STREErW OTH CURB.TO CURB (FT) DATA COU.ECT10N METHOD 44Z A. /Z OEVELOPBAENro. RES113IR IAL INDUSTRIAL. COMM DIRECTION ,415 ; DIRECTION TOTAL ; COMBINED TOTAL TOTAL 20 31213011 00131212 012131317. 13123120_1312121312 i [3[312 [3 [3[3131312130(2 012 [3130131213013 21 0 0 3 [20131313 1311001? 1312131313 as 1212[3 121301211 013121 12120011 110 01313 as 1300 0013130. rz 0001311 131313011 00111311 1312aa[ as Q0Q 0131112. 1312000 [2[3[2[3[2. as 01113 aII 131111 .23 13013013 as 3311 [3Q 0011 1313[31212 (3111301:1 130[311 MMIC as 131311 130 aII[. 0130[3IZ. 24 aaaaa aaaaa CE131311 000011 as Im = cm (MOM M13 . � / 25 1313131307 13001111 (3x01111 (31213121 13[312011 11131313 0013012 1311131312 CIaQIIQ QII12IItT 26' 11313011 131:1131111 131301311 13[1131112. 01301311 IRE011 001300* 00 0011 1313(3131: 0001211 . z 2T 119000. QII 01311 QII 31311 1311131311 1312131311 e� 0111 312 [2131. as [20tt as [2131 as 13011 28* 1111: t13QIIa 13113131. [3a 131311 [300013 19.1111. 1213131311. 00131313. 110 [21313 131301311 29 111th. 1012130: 130.313a 0110011 131313[2[1 WIN 1121. 130 0011 0013 110 a13C QQ 0011 K 3 30 SMOG 121200a (312013[ 01:001r 011MEY 911119 IE0 a0ts 1311000' as 01311 aa121311 r 31 01111119 90101311 (313131311 131101311 131313 MIE111311 a13012u 1312121211 0013011 000[313 i 3z I1 @11if: 513 QQtI [213131311 1313[3131 131212011 19111119 1111SEal [3013013' 00 a0Q 131313 33. 11111lQ 81111 t0013[l 312[3012 [1011013* J 1511111111 1IR13013' 311QQQ 00 QQQ QII 0001 .._. 34 NIESIElff MR 1121 ta.aaU as a0a as 0011 EMIL 8111 111301. 0013011 1313111211 012131311 �.�' 35 .51902ig 5110111F 13120011 131:013a = & IWEIR 11�r11111E. 613131313- (21300a as 13013 Z � 0 36" §l[li®ff 511MIE 012131311 aaaaa aaaa a = 111 sm amQ 30 013x* aaaaa 01201311 14 .� 37' ffif JEeEJ. (20121311 13x3017 131213131:1211[31311 7 11NEI: E110313: 01301311 aaaaa 013 11 38- Ell 0513- 000011 0001311 01101211. 3301311 i IF-Ellig IR00012 0013011 13001312: 00013a z o 2- 39 1EM 13131 as 01311 00 01313 aaaaa (2130 IMEIRS12 Qa (3130. 00 01311 (2121301 as 000. ic 40 on MEW M0013a 012131211 01300a: 13131313 ESSEX SWIFERaF 00131111 01301312 1312 El 1 41 Ea 0[317 013121211 130121213'. 0001311 0130130: 110 (3110' 01301212 000012- [3013013 012013[ t 1 4z N[3 130[3 as 130[3 131201312 01101211 133 [21311 190QQ [30.013[1 aaaaa. 01200000131311 43. SE 013[ 31301311 1213121312' 01301217 00 01111. M13001 0130012 013131312 [2000[1 aaaaa 44- E13 00<z aaaaa 01301212 13[3 01311 aaaaa. - 13a12Q 1313131311 aaaaa. 0121300. 00131312. 45 aII 130[3 01301311 011131311 12131213[r 011at 13131311 0013121. 001313a [301300: 01301311 0 46.' 00[3[312. aaaaa 013013CL 013131311.00 01311 MUEMEJ (3001212 000 1312131311 as [31311 47, m 0 31313 [213[3[3[r 013131211 000130: 012131311 0001312 as 012[1 0013011 as 01311 aaaaa 4 0 4s: 0133[311 aaaaa 00013110130aa 01312011: 1113[2[. aa0aa. [200011 012013[3 01301311 0 497- 11121312[L IMC 1112111312 01213131113aa1311 = o 12131313 aaaaa 1311131313 aaaaa aaaaa. ? o 0 50: 3Q0aQ 121303Q 000aQ. 01303[ aaatsa = f 0313[ 013013[. aaa0a. aaaaa MOOD 51' aa3Q[ 0[3 1313[3 012121311. 0120131E 00 0011 a 131312[ aaaaa. as 013ar aaaaa. aaaa. a01.1313M DEIC13a_ 001312E 13130 as 013rT a 13013 as 131311 012a13a.130 013[3 as 0013 012[2Qi1 012130[ 301301100 013[. 00 012EL a121113191 ormoa aaaaa aaaaa aaaaa 54= aaaaa aaaaa 013013111311131311 aIIIIaay r 121212111211121311.12[3012[3 MCCEL aaaaa wMMES M= E E13 aa011� ai2c� [31311 aaaulz aa0ua Q 1313.131213 1312131313 58~ 1313[302110a= aaa13192131300 01213121 ormnsa aaaaa aQaOa: 1312131313 aaa0cz 5?-1113131110 a0aarz atlaal>:13192= EM13CE 0031311 aaaaa 131113011 013131300 58= 12=Er aII aarz IM1313 311 aa11 a1Za13[r - a aII[ 12[313[311 aa.13a1z 13EIC r 1312130191 51 1302130[3. cia ME3311 auaarr aaaaa • Q12au 131113013. -[M= aaaaa. EM13 • 511. [21201213: 1312131920,* 131201211 aQa01z 31200213 rtr�r r�r-trorrur 7*T �: . -ws- vmww, �rtrtr��- e�rr, 0[31212[ 1311131311 E013� 1311111311 ���r� e�rt��� r-r�.-..�.�rr �"�"rr RRRr'iPT mmmmmimmommmimmimmmimmmmmimmimmmms immmmmmmummmmmmmmmmmmmmmmmmmo immmmmmmummmmmmmmmmmmmmmmmmmo immmmmmmumommmmmmmmmmmmmmmmmo immmmmmummummmmmmmmmmMMMMMMME immmmmmummummmmmmmmmmMMMMMMME immmmmmommummmmmmmmmmMMMMMMME immmmmmummummmmmmmmmmMMMMMMME IMMoMM0000000MooMMMMMMMMMMMM■ IMM0M0000000E30E3E3MMMMMMMMMMMM■ NON ■ MIM MIN mom NONE 1NN©0MM©©0M©MMMMMMMMMMMMMMMM■ IMM©00M©©©M©00000000MOMMMENN■ IMIM©OM©©©©©©0000000000000000M IMM©M©©©©©©©M©000MOMMOMMOMMO■ .��.��e..lc�WW2 c�c�WW2 c��c������mmmmm====m CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Newport Ave Location: Sycamore Ave -Southerly End No. bb Field Review By: RSM Checked By: Josh McDonald Time: 1:43pm-2:44pm A: PREVAILING SPEED DATA Location of Survey S/0 Sycamore, Mid Point Date of Radar Sample 2/19/2004 85th Percentile (mph) 33 10 mph Pace (mph) 23-32 Percent in Pace 77 Posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 12.74 C. TRAFFIC FACTORS Average Daily Traffic 5,000 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal Sycamore, cul de sac south end Crosswalks At Sycamore Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Restricted with areas of red cub Other (Specify) D: ROI►D�IV!AY FACTORS. Length of Segment (Miles) 0.2 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Poor Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Apartment, condo communities RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No '- 70 SP NESURVEY TY Toms 74 ; &f SAS ERV8e - �xl mwmmwuw� �TiON (SrS N r- NAv✓ pp WFjkTHE : CLOUDY- PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN =IONNVB (DVLAIN IF OTHFEM BSEVATION MW S d S L c r4- An D 12. L r- RCAO CONOlT10ltk FAIR POOR OSTED SPS U1NrtT. ALSO NCIfEIFSCHOOLS, PARKS, ON-STREEtPARIKING, HEAVILY USED ORWM ATE OF 08SERVAMONS Z / 1 / PEDES I RIANS • MEDIUM HM 111E OF OBSERVATIONS: DATA COLLECTION- 3 - ? ' 144 06STRUCt1OW AFFE{,TIM SPEM AM TRIS. SHRUSS BLO=NG VMSIU Y. M LSS. CURVES TRAVE.TO SITE: 10 V ROADWAY SEGMBVTLENGTH MILFS SEGMENTLFNG7H, EIC: iA4 A) NU(8TN UMITS) Z TOTAL MBER OF LANES (THIS DIRECTION) ' ;OMMENTSy �r h ,%� u Gt .%l�rr.� / ,',v (OPPOSITE DIREOIION) Z r TOTAL BOTH DIRECTIONS STREET WIDTH CURB TO CURB (FT) DATA COLLECTION METHOD OEVELOPEN ENT: R-_E�5MENIIAL INDUSTRIAL COMMERCIAL OIRECnON �- :OtRELTiON TOTAL CCUMNE � TOTAL TOTAL a M 51301311 000012 110 0011 as 01312 0120 011 - a t 13131313 00131211 0013013 00131312 013131317 z 21 1101312 aQ 13Q12 0110011 00 000 0120130 WE ■■■ ■■ ■■■ ■■ ■■■ 5010011 ■■ ■■■ 19a 131312 00 00CI 00 01313 00 000 00 a1313. = = E0 Oars all 0011 001313a 00 01312 a0130M 2- I9OaQ E1130012. 0001312 0120012 0003[r a0131211.00 01311 00 01311 t z 23. gZ aaas 01212 0 VEVEIL 100M. E31301212' 0130011 [a Oars s 24 ■ WEEW as [21211=13011. 01213011 an O0Q MIES 012a011 0012131: 000011 as aOci: � 25- ffifIn11 13120111 [3110[11 13[OaQ. 01113011 111191KIEW 131101111 1311131312 1312013a a013M q g 25' so[ MEN GE 501100 01311 aa0011 0001:1 0 Z12 013(3[3E:[ 0130012 as 0011 01201311 z Z- 2T MR 01311 0001311 00 01311 as 13011 00 0011. M E0[1 as a0a 00 [2[212 00 0121. 131101311 28. IEII®®1t JEO0[3[1 00131111 0130012 000011 WEEK 01200a 013013EI [31301311 0013012 29 2111 2519 5130[311130 013[1 00 013[1 as 01313 N IFE11 01301311 00013U 12013130 1301313[L s 30am ong ®■15012 as 0011 s a0Q a 013121311 7 X111511ff NF 0[11 00 a0Q - 00131311 01213131 A50' 31 jjZja jjQ 13[2(3[3[1 00 01312 as 0012 00 000 Y RRIRIEIE12 130 01312 0013011 00131311 13012M 32 SM IEeIff 50131311 001313[ 131313131L 1312Oars 3 IRE191311 130 0012 00131313. 1313131313 130 01311 31 ME 13011 ❑13.00121312131211 00 0011 0013013- ° N1 131311 00 000 00 0012 000012 00 0131 34- ea 0[11100 0011. 0120011 1312 0011 1312 01312 VE121312 00 01312. 00131211 00 01311 as IZOQ. 35 W @Za Qa 013[ as 0011 013 CEM 00 013 = ! 12121311 012111312 000013 1300011 00013a -� z '36 IM0011 00 0011100 0011 as 000. 000012 012011 01301311-00131312 000013 as 0011 3T JE00011 0001311 [311130[1 00 01311 0130 El 591112G. 13130012. 0120012 (20 0013 13130011 0 3� 00 01312 0130011 01213[2[1 0130012 0001311 0 1z 01312 13110013 as 0011 01301312 013131311 { 39 jj0 0[112 0[20[3[ 00131211 01201311 00 01311 t m 000013 0001311 012131311 0013[30 00130a 40 110 oQ12 0130011 [3131313[1 01301211 13[7 0011 _ o Cs 0013:0[10[2[1 01113011 aa0011 013131311. { a 0 41 00 0011 01301311 01201312 00 13: 00 001101 o O 01312) 01301311 00131212 00 01311 01201311 0 42 00 01311 as 01313: 00131113 as 000 00.0011 © 12131311 1313 000' as aaa 00 01313 1213 [31311 = o 43'. ea 131311. 01213131100 O01r 130131111 as 00a: a a0al 01313131 00131312 0011011 1300130: z 44- 1311131311 as 13120 13130 00 000 130 131311 OU1112EI 00131313 1300011 as aaa. as aaa: �- 4s 012131311 1313 11[311 13EM[3100 0[11 0[1300 12121312 131313121. as 01311 1313[3[20: 131212[3[1 46 00 01311 as 0aQ 00 001100 01312: as a 012 = 0131311 as 0a1z. as [20ts* 0u [3[311 01201312 j 47' 00001301301312 [3[11313[1 00.000 1313121311121312 aaaaQ 1301312[: 000011 00 1311[1 48: 00121311 013 Oats 0120x[1 as 000 130121111 111313[. 00 aaa 121213011 130 0011 as 00EL 49- OaaOQ as 0[311 as [11a[l 013 aaa: 011111211 i [312131311 131213121:1 OU1312 z 0000a [2[313[2[3: 00aQrs 130012a [2131313C: as 0[1I 01101311 01313[1 0011 . 1211131311 01213[312131130[1 51 [3QOIIQ 131300111212131212 121313130:130001a 0as aaaa. 0131311 0013012 00131211 12012131L 5Z 00 0013: 01313012 aII 00[1 * 00 001 as 01111 0131311001313110rs 001 ODD= 00131311 0rsaoQ 11a[30C [1131313[r,[3[113130:130131311 0012 [2120012 01z0atz 1311131311000011 - 54- 131213 013130[10131301113120 EX100EI = 131201 aa01311 000111 OaaOrrL OQaOQ ; ■1■ ■IlBi-lliIisia 1ilI111. ...■. ■1■ •■I11meal11s atI1 .. ■■ .■ ■0■ .. ■■■ ■I■ ■■10 .. ■ ■1■ I ■■ ■o■ 1111. .■ ■■■ ■i■ ■■I■ ■■ ■■ ■i■..■ .. ■■■ .■ ■■■ ■■ ■■■ .■ ■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■■■i■ ■■ ■■ ■■ ■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■o WE ■■■ ■■ ■■■ ■■ ■■■ 5010011 ■■ ■■■ ■■ ■ ■■ ■■ ■■■ ■■ ■■■ ■■ ■■I■ ■■ all ■■ ■■■ ■■ ■i■■ ■I■ ■■■ 110113101131100110 BIMINI ■ minim ■ ■■ ■■1■ ■01101101110 ■■ ■■■ ■■ ■■■ 1118111011 ■■ Into ■■ ■■■ ■■ ■■1■ ■I■ ■■■ - - - - - - -&- -&-6- - - - -i- - - - - - me Rimini ■ ■■ ■■■ ■■ ■■■ ■■ ■■I■ ■■ ■■I■ - - - - - - - - - - - - - -�- - - - - - - Mimi - - IIIIIIIIIIIIIIIIIIIIIIIIIIII loom mmommomm loommommommommomom 0 NO MOON NEON IMMIMMMMIMM mmommom ONO No MOON NONE MOON M ME NONE IMMIMMIMMIME21111MIME30000MIUME30 M MEMO WON ioommoNoom00000000000m00moom■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Nisson Rd Location: Pasadena Ave -B Street No. b9 Field Review By: RSM Checked By: Josh McDonald Time: 11:48am-1:10pm IA: PREVAILING SPEED DATA Location of Survey 2 miles E/O Pasadena Date of Radar Sample 3/9/2004 85th Percentile (mph) 42 10 mph Pace (mph) 32-41 Percent in Pace 62 Posted Limit (mph) 30 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 1.52 ' C TRAFFIC FACTORS Average Daily Traffic 49000 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Crosswalks None None Pedestrian/Bicycles Yes Truck Traffic Yes On -Street Parking No parking any time Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) 0.3. Vertical Curve None Horizontal Curve "L" curves at east end, sharp "S" curve at west end Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Residential (non -fronting), Fwy, Right -of -Way RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE Yes SPNE SURVEY - n. SAM z d N WEATHet WkW CLOUDY PARTLY CLOUDY MOSTLY CLOUDY POG RAIN (}: 13 S 1� / 7�/t s r0, D ROAD C. IF�.TiON NDSB M; In o /� s A £1 ✓ - (EXPLAIN IF OTHER) . RNIM, OAD COMM I10N FAIR POOR BSERYATiON POINT r /Z ALSO NOTE IF PARKS, ON-S'TRET PARKING, HEAVILY USED ORWY� 0.0010SPS �� momp- Al OF OBSERVATION& 3l � � �'` PEDEMRIANS NONE UW MEDIUM HIGH &4L JF OBSERVATIONS;. DATA COLLECTION T - 1,' /D 08S'tRUCT1ONS AFFECTING WEED AS. TREES. SHRUBS MM=NG VISANUTY, HILLS. CURVES TRAVELTO snrE ROADWAY SEGMENT LENGTI+ • � mum SEGMENrLENGTH, ETC. / M - N (8TN UMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) i :ON■IEiVTS.- = f �' •� �.•✓ (OPQOSiTE DiREC'TtONj / TOTAL BOTH DIRECTIONS z s C9 424�;:/L. .' I -L STREETVUIOTH CURB TO CURB (Fn DATA COLLECTION MEMOD _,_0X iL DEVELOPEMENT: RESIDENTIAL INDUSTRIAL COMMERCIAL a°�rtoN- �Q `'-- aRECnON ,(� • r-nmoNED TOTAL TOTAL TAL 20 013 OOQ 013000 [30131312 as 131312 130130[ • 4 0130a' 013131313 013131313' as a13al. 1313131312 WMMM 21-. as 131313 01313130. [3011131. (3a 131313 as 11313 a (313cr. 130 [3013, 1313 [3013* as 13130. as OOQ =1313 [313[. 013 [300 [313 COG 1312131312 13013111 ; .4 513131311 013131312 013131311 as aaa. [31301313 _ = 213 013G 00 OaQ [3013011 [30 (3OQ 00131312. 013131. 01301313. 00131312 as aaa. 13a13ar� _ 24 RIM= 13=00: 130,00a 13130130 0013131 0110E 1312131311 [313(30Q (31313121a 1312121311 013131 [3013 0001M13/313131 as 13131 13a 1213a 0130131 0111313Q 1311131313 1313131311 26 1312131311 013 13013: as 1301 1311131311' 001313122 2j 1119-131312 1313131311 0[2 131312 as [2011 013aQQ 7 001313a 011 aaa 0[1000 0001311 00 01311 4 19[31313EI 013131317 001301 01313131. 0013[[1 2& 6&0011 1311131311 [3013131 (313111311 130131311 3 111FOOE1 0013131 130131311 1313131311 013131311 29- §a 131311 013131211 [313131311 13II000. a0.aaa 4 60131311 00 1200 121301312 013100 as 13131 W ISOM 0013013 1112131311.1312131311 1313130 a 1101311 0001311 1313131312 1317131312 01301313* - 31 as 001 as 130 0 0130 [1 [3 00.000. 0130011 a 110[1 00 0011 as a13Q 1313121312 013. 0130 -` 32 E130131 00 0011 0001311 0120011 000013 � Eaa cocoa. 000011 00 0011 coo 33 IM §Eff E01301:1 0013012 13130011 130 0131 1 1000E1 00131312 001301 131301212 013131311 _..� x EE ENa 01201311 131201311 000011 012001:1 A- MRSECI 00.(3013 00013a 131301311 0130011 i _ 35. Eff-EE[1 00131311 0001311 0130012 00013 N E6a: 000011 0130131. as 0aQ 01301311 i 36�� §13 aaa as 000, 0013013 [313 [300 as 0013' ! N §Ea' 131301113' 1313 01311 .130 aaa. [31113 [1 3T E® §§00130[3[1 a[1 131213011 01311. 00131312 00[1E [2a [31301313* .01201311 00 aaa as 0130 _ 38: ■f[®E[.130131211 000011 00 01311 01301311 S [2131 [30 0011 0001311 01301313' 013131311 _ z.. 33 §§ 13(31: aaaa11 [3120131' 0121313a 13111131 ���� §0 aaa 131313013 1300130 1301300 _ Y 40: EfMINO 01301311 01213011 00131311 013131311 ' z 41 EEEOQ 000010[1001: 013001. 1313131311 3 2 _ . 42 IS01311 00130[1 [3[11300 00013Q 000012 43- ®W0012 0000[r 0[100[1 00 000. 00000. 4- 44-- §a131311 1313131311 1312131311131213131 131213131.. 45131113131 00aaa:1312131311 00131311 1313131317 0 w o[3 aaa . 013(3130 as [3[311 1313131311 as 13131 �. 4T ERe§1.1 0,01313111212131311 1313130a: 111313120 48' 1313-1313[l 013 1301 13121313[1. (3a[313013120011 ; 49�-13121313[1 0a000131113130.131201311120131311 50.1313131211131113011 [312121311 1301313Q 1311 131 t 51 1312131111(30131311 [3[1[3[3[[ [212121311 a[1aa0 5z [3[1[313[l (31213 131101312 [213131311 130.13 9: [3[1[3[3[1 001313111312131311 [2a[31311 (3a.1313rr 54- 01213111 13[13130 (31112011 0Q13a11 131100tI 5E 13111300 aa13a0 00aQ11 a[1aa0_ 1311M11 56- 131[2131131201311=131113a013Q 13III1313a 5T' as0[3r1 aQaQQ 1311131311 131113M [1a131311 5& §12131211(301312013[1131311 13a0[3Q 1311301 W-1311 13113 1XIaaQ 1311131311 aQQaQ :� ■■■■■ ■■■■■ Mani mill mis■■■■■ -. 6131312 130131311 131301312 5131312 as a0Q 0130013 12131311 [3110011. 130 131311 1213012 13101311 130131313 *5131. 1213131311 012131312 IQQ13EY 13131313[. 1311 13[1 13131311 131313121. 1313121311 13121311 013131= 1113131311 [1 01311 [3Q [2130 [3[2 13[3[1 6131311 13110130 0131131. 01301313: 0013130 13131313a 1313 13130 as 13131 . 13120131 - 1313131311 131313131 130 aaa: 013aaa No ONE ENINIMIN on one on loin solo ommon Booms me NJ on .... ■■ ■■■ aisle Olson ■ ■■■ .. ■.. ■ ■■■ Mellon .■ ■■■ ■■ ■■■ ■■ ■■■ Monte ...■■ ....■ ■■■■■ ■■■■. ■ ■■■ ■■ ■■■ ■e ■■■ ■■ ■■■ ■■ ■.■ .... ..... ..... ..... ..... ■ ■■■ ■■ ■■■ ■■ ■■■■■ ■■■ ■■ ■leo ■ ■■■ ■■ o■■ ■■ minis ■v ■■■ ■■ ■ a ...■ ■■ ■■■ .■ 'Nola ...■■ ■...® 1 ■■■ ■■ ■■■ ■■ ■■. ■■ ■■■ ■.. v® 1 ■■■ ■■ ■■■ ■■ ■■I■ 311111210 ■■ ■los i■■■■ 02010111 0201 ..... ...■a 1i =a Mimi M. m1mmlimd =Io Mims wi =Ingi • • LO 0 LO cvi LLJ• • • it w ui CO) LU • . uj LU ui ui m • c• ui • • zi C)• z CO •CN z LL • • CC w • • ul z_ • , • • • • • • ui • • • • • . • ■■��■■■iii■■■■i■�■■■■■�■��■■�■■■■�■■i■■�■■■■■■�■v■■�■■�■�■�■�■ ' iii■■ i■i�iiii■■■ ■�■i ��iiiii iiiii■iii■■■ iii � i■ Oi �i■� CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form enccn i IRAi'T f%UAAlr= Nn Street: Nisson Rd Location: Newport Ave -Ked tiiii Ave ivv. iv Field Review By: RSM Checked By: Josh McDonald Time: 9:49am-10:43am A: PREVAILING SPEED DATA Location of Survey E/O Charloma Date of Radar Sample 85th Percentile (mph) 10 mph Pace (mph) Percent in Pace [posted Limit (mph) 135 3/10/2004 45 35-44 65 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) Accidents/MVM 1.67 1.66 ` C TRAFFIC FACTORS. Average Daily Traffic 51511 Lane Configuration Traffic Controls 2 Lanes Total -Double Yellow Line Signal Newport, Red Hill Crosswalks At signals Pedestrian/Bicycles Truck Traffic Few/No Few On -Street Parking Other (Specify) No stopping any time (E)/Some (W) D: ROADWAY FACTORS _ Length of Segment (Miles) 0.5 Vertical Curve Horizontal Curve Lateral Visibility None Gradual "C" curve Good Surface Condition Sidewalk/Driveways Good Yes/Yes Street Lighting Yes [Driveway Density Medium E. ADJACENT LAND USES Resident (non -fronting) (W)/Frwy parallel (E) RECOMMENDED SPEED LIMIT 35 MPH enccn i IRAi'T f%UAAlr= Nn SP ZONE SURVEY VM 7 S -S CA, wEATHm =Or CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG- RAW OCATION(Sr-NAL114 N � - CIADSURFACEZ2"OTHIS am (13TIO. A�5-wj e. -410*1,)'- R(EXPLAIN FOMMq <-'WA ROAD UK. aa FAR POOR XSERVA i ION POIN I NOTEIF SCHOOL& PARKS; ON-STREETPARKING. HEAVILY USED OMM OSTEO SPEED LLWr w"- ALSO - )ATEOFOSSERVATIONS 37;) a /a f ESTRMNS:IMLOW MEDIUM HW IM OFOBSERVAIION&O DATA COLLECTION 9' %'y� - jD %C' ; �t'3 OBSTRUCTIONS AFFECTING SPEED A& TREES. SHRUBS BLOCKING WASKM, HILLS. CURVES TRAVELTO SITE ROADWAY SEGMENT LENGTH MILES SEGWNTLENGTH, (13TN UMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) (OPPOSITE DIRECTION) ."J"OMMENTS vge-lllzvr� TOTAL BOTH DIRECTIONS EET)NIM CURB.TO CURB (FT) DATA COLLECTION METHOD -01EVELOPENIENr: - - INDUSTRIAL COMMERCIAL. DIRECTION. & DIRECTION -- �3. a co.....re TOTAL. TOTAL TOTAL 20 [3131313CI 1113131313 1313131312 1313131311 1311 1311 [313 131313 1113 1313[l 1313 01312 13131313[1 1313131311 21 (300012 00131312 (10131313 131301313. [20 01311 [3 131311 00131313' 131113131:1 1313 121313 1313 11 2Z [][3 [3[][1 [3[1 (][1[3. 012 11110 00 0130 (31:11113 [111 11011 (311 11131:1 as 00X 1313 12131:1 1312131311 2-1213131311 1313 131311 1313131211 130131212 130 131311 171 131311 1313Ona: 1013 0E13 MUCCI 01213011 24-1313(313111312131311 1312 121311 13E100[l (313 121311 [312 1-11-21-2 111113EJE1 13121111EI aaaQu 1313 11130 25 (312131311 1311131311 CE131311 1312'131312 a0a0Q 01313[l 013131311 131201311 131213131113133= 25 1313 1313[l 1312131311 013131312 1313 [3 EX1 131313131:1 13 131311 1313131312 11131313a (313 (3131a 1312 [311 4 2T E131313111313131311 131301312 131301312 130131111 [313131112 13131313[1 1301313[1 * 13121313[l 131113 0 mw� 2T. 1312131311 1112131312 1312131311 131301311 1312111311 13131211 130 013EI 130111311 13EII313EI .1313121311 EMENNERMENNIM A 29 1113131311 1312 131311 1113131311 1:113 131311 012131311 .Al2 13[3[.1 1313 121313 12111313CI 013 13130 1=13130 .5 30* 11ffj[3[j 131301312 [313 [21311 [30131111 1212 IE 13[2[1 [2012EIG 111113[3[1 EX113 (2113 0 31 (312[2[311- (313[313[j. [313[3[3[:j [3[1[3[3[1 1311111312 1313111311 1212 0012 1312121312 COMM- 12013 4 32- 1911131311 13130012 [3130133' 13EII31311 1311011 0111113[l 13130011. 13131321 [3[11313EI 13130011 4 33. E[1[3[3[l 0001312 1313131311 131301311 . [312 1313[:r A _E00130 [20 0011 1313131311 1313 01111 1313 01311 3 34 NME[3[L 1312131311 [1013012 013131311 130131312 A 1113131312 012131311..130 01311 1:113131311 1311131311 351111 @111 13130017 1313131311 1313131312 1313 1313 E131012 1311 13111 1313 131311 13121313[1 131313130 5 36 ME E119131313011 131313012 E30131313 01300E 13 131313. 13131313EY 1313131311 130 131311 1311131311 3 3T f a ®13111313131311 1313131312 1312 1312[l [3[1[1[3[1 REESE 1313 131312 1311131312 1313[3[3[1 130 11 4 39. 011 111113, 1313131312 [313111311 1313131317 00131311..J111 111311 1311131311 131113012 1:1013012, 131301311 A- 39 MIR&M[l 1313121311 1312131313 0013131: 131201312 0:1131311 [111131312 1313131311 10131311 0110011 5 40 11911111t 13131313ET 1312130CI E30 131312 01213130 Big BIEN 9131313[l 00131311 (31013013 13121313E S 41 10 E[3[1 131201317 131201311 1313 0 13EI 1313131313 INE -111311 [1131313EI 1313131311 131313011 [113 [30: 47- B[3[3[3[1 [][3[3[3[l [313[3[313 (:1[3 [3[3[1 [3[2[3[3[1. Al' EN 1:111 1313EI 130131311 130131311 0001311 4Z 51E 11311 1313131312 [311 072 012003. C30 131312 SEEN11 111E131311 13013013 130 01311 1312133Cr 3 44 MIKS1311 (2001311 1313 [21311 [213 131311 (213 131312. = N-111311 1211 131311 1313131312 1313 1213[l 13111313E A 'JI -]11 a MEMIN I NINE! 0 51010 0 MINION 00181001 '0101 on 0 a 01110101101 0 moo min a 0 MINIM 0 a Men C-Antolm I login a Eton 0 0 MINIM 0 MINIMIN 0 0101010 —logo on 2 01110110101 0 111111101101 VIO11lo on 0 in 11 I&1-11 I Essig I mine I IIIIII I ■ missp 0111011 1, 6 A A Blois 0 alliall 0 Its min onto sign union 15 1 1 sells I RISEN stmi a min Elm a 0 a imm_��Lm loin on MEIN 0 10101101101 MINIM min on MINIM Ltio I son win •11110IIIII0101- 01 4:1: 1111181101 viols 111011MISM mini ■ 0 1 local 1111310110101miml 0 a 1 1111(soll in sign 11111111010 so Ellin 0 0 ■[01i01a 0 1 a 01111101101011 0101111111011 a■ a :_mloss 0 stols 0 a 111011.m MINIM MING Elm men on swim wamminsominsim OMEN■ in linings on loin 11011111 so minim onions 71 a I min mommin sommin amloills 11013 son 111111111 oasis I Nis min Ellin 0101 �llmlmlm EININ I a —■ soon onalls 010110101 0 0111111011 10101110 a N 010151011 MINI son misinisions 0 1 01101 0 01111101101 minim Is 0 m 0111013 1101I01I01Basin minim Rim( minis 11101111110111100110 minis 01101111110 31010111051011011 10111111 onto Nis 1111013 0 Nis 01m0 Its 1101 .0 simill 111151111111111113 misim Ellin 1 131011111 0 0 so I villain I oil a Ellin mills min a oil ol! 0 I 0 mills 0 a minim 0 mini 015101 101111ol mall §111IM1114 0 0 1 Nissan 1.111 521010 1 Elm alwo 001101110 I minions 10101101101 sinful mind0101 0101Real goal 0104 I I minim 113111110601le minim not 0110,1110i MI Mani mini 11 semi son Nino Ia0101 010112111111113d011110IS0110101 @I I a jai 0100 0000 000000 00000vo 000000 ............. ........... ,00000000000.00.0............ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Nisson Rd Location: Red Hill Ave-Lirowning Ave 1V0. 1 1 Field Review By: RSM Checked By: Josh McDonald Time: 10:55am-11:48am A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 85th Percentile (mph) 3/10/2004 44 10 mph Pace (mph) 33-42 Percent in Pace 64 Posted Limit (mph) 35 B: ACCIDENT HIS TORY Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 2.03 C TRAFFIC FACTORS Average Daily Traffic 41503 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Crosswalks Signal Red Hill At Red Hill Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking Yes Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve Lateral Visibility Surface Condition Sidewalk/Driveways Street Lighting Slight "C" curve Good Good Yes/Yes Yes Driveway Density Medium E: ADJACENT LAND USES RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No r 3 SPEED ZONE SURVEY - cff r s ' ° l.C-, e-%Tm (Si Nm M. Alz- s s WEAT10t MWDY PARRY CLOUOY M05TLY CLOl10Y FW RAaw W '3(BTNfy 4; 11 131 rrrG, RCM SURF O9OTHW- 0L...CTM NB.SB& V I� oe(EPAF0n*9 s v�ToN oa' P 3 !r �_ pN ALSO NOTE IF SCHOOLS; PARKS:.O PARKM HEAVILY USE ORWM a, ; OFOBSERVATIONS 3 ) ) y/ D AV PEDESTRIAN - WMIUM, HKW- %vG OFOBSERVATION& DATA COLLEMON l 4:1: S S' - lD - J / ; yB OBSTRUCTIONS AFFECTING SPEED A&:. TREES. SHRUBS BLOCXING vmAs LiTY; mmm CURVES. TRAVEL TO SITE. ? k' ROADWAY SEGMENT LENGTH- 3 was SEGmENr LENGTH,, EIC. 1 k,' AJ (M.1„Imrrs) TOTAL NUMBER OF LANES (THIS -DIRECTION) / COMMENTS.' I t (OPPOSITE DIRECnON) 1 ' TOTAL BOTH DIRECTIONS Z E1N STRiNTH CURB.TO CURB (Fr) ''Ya DATA COLLECTION METHOD .� DEVELOPEiIAEiVT: INDUSTRIAL COMMERCIAL. --TE-MOR w - • 01REcnON. r : CoMWNW. OTAL TOTAL -" =AL 20 00 [3[312 00131212 1313 [313G 001131203 01311131 - 0113[301 [3000a 1301131311 a[ 1313U (3013131 t 21 00131312 00 01311. 00131311 as 0011. 1313131312 a 13131. 012131313: Qa 0012 (30.1301 as 0012 00131312 13130013 0013131 as aaa. [313'1313C f][3131311 1312131312 130130a 00001100 OOQ 23 [3[2 [3[3U 13001311 /131313012 1313 E31312 1301313E; nand. a10II11 WOE= 131313131: 1312000 24 020012 13013011 1112121311 00[3001 13[113013 O13M 13111313[1 131101311 012013E (3a01311 QE000r (313 [31311 QaOiE 130100101 13010[3Q 010011 (312001' 1312131311 [M= C0131M 00 0[3[313- 0[3 0001 00 0[3a as 001L 1313013E a (3001 120131311 1312131311 1301213E 13130001 1313002 000012 01320011 13130013 0[113[3[1 4 01312CE1 130013[ 13[3130[ 130013E 13[1(313[1. _mom.zr 4 28 E013o0r 000001 13130012 131313131 13111301 4 N01213EI 1313.131311 (31213aO1 1313.1313E 130013E Z 29- EE0001 00131211 00101312 12013131 131313011 4 013011000001 1111121311 (31213C U 1XI13130z 30' 1E EE01 (31301211 131301302 1313121311 13111312E 1213011 131212001 0013011 1312131311 [3130131 ate. 31- IlE OOQ [3[3 [3[312 (3013[311 11120011 0120013- 4 W131313EI 131201312 1312131311 131213 (31113 3Z EO0130 00 001. (31301311 13[1131311 0013012 01313121 13013001.00Dad 13001311 (300011 33- §E ®[3131 1313131111 0[3 13131 1313113131 0013111 IKKaQ 13013131 1312131311 1311131311 aQQa[I 34 EEEEig (320[3[1 [2011[311 a0s[1[111 0121113E 2,o 1111131JEL [311[1[3[ 13aa13r:131301311(3[1[10[ 4. 35' E01011301 130 01317 a0zaa01 a0113010T 01131313 ME EEll (3131313111311131312 1301313Q 1301011 9 36. EE llEE on SKY 00 013E 01213131. 001313E 4 JEE31313EI 131213131- 01313131 (313131311 1311131311 o 3T (3[3[3[3[:r. [30131317 (2 201313- 131213111:1 1312 5 IBM EEff 0[3 131312 131200E 00.01311 111300 a 38_ IBE EE01: 1313131311 [1013012 010.01301 01:1131111 W131312 02131311 00 0001. (31213011(3a13010z 39 EE 0[311 013 00101 [312[3[3[1 013 aa[1 011131211 11111111 1311131311' 012[2[3[r[20121313 [212001: t 40 ®® EEQ 131313001.1313121311.1101013E as REMEW RE EEQ 13Q 13[312 aIIaOQ 1311130111 41 E013Q12 o0130a: a1213a0z 130 a12Q. 12010001 C 131311 (311131311 011130E 13001311(3121300: ; 42. J[3[][3[1. 00111311 [313131311.131113131 13130113.01 EEEOz 1312131311 1311121211 130131312 12130101 43 ED [3131:1 001313E as 13001 aQaaQ- 1313131312 1113131312 ❑11131311 as 13001 131213[311 [3[1[313[ 44 51301311 131301311 131.0131: 013(3[30: [3013[302. t 0131211 1313(300z 1313131311 13131313[1 (3131313[1 t 45. ME131311 [313[3130: (313Qat 1313131311 M 71 01913017 131313131 (30113011.13 a10M13131. A 46- ea 13131.1112131311 (30 0131.. 131301311 (3130[301 1913[301(31101111 13131313111313120E 1313131321 4 4T E0101317131213121 [3[1131311 1311131311 132130101 11@001 131313013a0s0r 12[113131. 131313134 48' 11130012131.131311 0aa120z (30131311 1313 1302 13 " 1113a[ 13110121113111313¢ 13001312131201301 } .49-E[3 1012 aQaaQ 0011312E 131213131100ia0Qi liEaQ 13131312E 13131313E -13aaaQ- 1313131311 ST 01313131I aaa[3Q 1312013Q 1301001Q 1311 DETE113Er a0zao11(3aQaQ 2111213E aQaaQ 51 13130001 1211131311 1311131301 13Q01311 13[1131311 aaad 1311'(3[30z 1312121311 aQaaQ 1301131311 5z 0131200r 02131321 130112001 a[1.131311 aQaaQ 01[30101 13000[1 120aa0z aa13130: 121[31301 W 0110011 00013Q 13aaaQ 131213011 (3013112 QaaQ 1311[311131701311.1311130d -13[101311 54- 1312131311 aa01201 120a[301 a0i0a0r 00121301 012131M.13[112131. 13[1131311 M. 13121313E 56 (3011300: 00112 1312131122 (2111313EE EMEMQ 0aQ a[I[ M 1312[31311 El - --m- a[1121� - 51Y 10130111aaQQ [1113012 (3110131113Q0aQ 0aa11 [3a[1aQ 13 (3123 [0= tl 5r 130130E Q[IOoQ 131IM11 aQaQII [31113120: 1212131113031301.02 13QQa13f 13aaaQ aa13aQ. 5� 13[113131113013130: 131101311 [1a[3aEr aQaaQ 1111131311 aQaaQ 121113 (3[113012(3[1 131.1313113EIM11131131301131113011 11,1117IQ 13 CUT. a0:aa11 a 1313131301 [30[3011130.[3131113131131113131312E 0101131311 ..� ...�.......�. ..�..•��r", fmvrrrwvfm T mrrf"?"rr mmrmf"r MrT 13011303E 1213001113121313E 131301312 { fmimmr-trrw mmrtrtf-r- rvrTrm"mfrm-- 1"�R!'T�Tf'T P7l�TPTP7*'T immmmmmmmmmmmmmmmmmmmmmmmmmom immmmmmmmmmmmmmmmmmmmmmmmmmmo Immmmmmmmmmmmmmmmmmmmmmmmmmmm lmmmmmmmmmmmmmmmmmmmmmmmmmmms immmmmmmmmmmmmmmmmmmmmmmmmmmo IM M M M M M© m m m m m m m m m m m m m m m m m m m m m IM M M M M M© m m m m m m m m m m m m m m m m m m m m m IM M M M M M© m m m m m m m m m m m m m m m m m m m m m lm m m m m m© m m m m m m m m m m m m m m m m m m m m o IMMMMMM©m©mmmmmmmmmmmmmmmmmmm IMM©M©M©M©MMM©MMMMMMMMMMMMMME IMM©M©M©M©©MM©MMMMMMMMMMMMMMM IMM©©©M©M©©M©©©MMM©MMMMMMOMME I©©©©©M © ©©©©©©© ©M M© M M M M M M M M M O lmmomommommmmmmmmmmmmmmmmmmmo lmmmmmmmmmmmmmmmmmmmmmmmmmmmo Immmmmmmmmmmmmmmmmmmmmmmmmmmm IMMMMMMMMMMMMMMMMMMMMMMMMMMME IM M© M M M M M M M M M M M M M M M M M M M M M M M M E IM M© M M M M M M M M M M M M M M M M M M M M M M M M E IM M© m m m m m m m m m m m m m m m m m m m m M M M M m IM M ©m m m m m m m m m m m m m m m m m m m m m m m m m CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Old Irvine Blvd Location: New ort Ave -Irvine Blvd No. 72 Field Review By: RSM Checked By: Josh McDonald Time: 2:30pm-3:20pm A PREVAILINGSPEED DATA Location of Survey, Mid Point Date of Radar Sample 3/23/2004 85th Percentile (mph) 35 10 mph Pace (mph) 26-35 Percent in Pace 78 Posted Limit (mph) 30 �: -Y ACCIDENT HISTOR Time Period Covered (months) 36 Speed Related Accidents 6 Speed Related Accident Rate Annual (Acc/year) 2.00 Accidents/MVM 4.96 __. _ S f Average Daily Traffic 111039 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal Newport, Irvine Crosswalks At signals Pedestrian/Bicycles Few/No Truck Traffic Few On -Street Parking Yes Other (Specify) D Rt)AD'WAY FAC TORS Length of Segment (Miles) 0.1 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E: ADJACENT LAND USES Commerdaus l/B RECOMMENDED SPEED LIMIT 30 MPH ISPFFD LIMIT CHANGE NO SP �rS `• NESURVEY ry •t E•- • -- 3SI Lwr 73 gi AIM NCrrEF PARMON.STREErPARKING, MEAVILY USED ORWYM MAVEL• SM ROW3WAY'► - =. WIGMefrUNGTH, •NUNEM OFLANES •v-EC I • Eli TICTALEICTH DIRE=-NS. WOM • CURS (Fr) OIREcn COMBINED TarAL W000 TarAL �� 1111■■■ 1111■■■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ ■■ ■■■ 1111 1111■ 1111 2■■ 1111 1111■ 1111100 ■■■1111 11111111■ ■■ ■■■ 1111 1111■ 1111i 1111 1111■ ■■ ■1111 ■■ ■■■ ■■ 1111■ NEME 11111111■ ■■1111■ 1111 1111■ ■■ ■■■ an 1111■ 11111111■ 1111 01011 ■■ ■1111 01111011111 ■1111 1111 ■■■ 1111 ■■■ ■■ 1111■ 0■ ■■11 ■■ ■■■ -J■ 1111■ 1111 1111■ 1111 1111■ 001000 1111 1111■ :� 1111■ 1111 1111■ 1111 1111■ 1111 ■■■ ■■ 01111 I1ii 1111 1111■ 011■1■■ 11■ 1111■ ■■ ■■1■ ■1■ ■ ■1■ �- ::1111■■ 1111■051111 1111■ 1111 1111■ 1111 ■■I■;7 1111■ 1111 1111■ 1111 1111■ 1111 1111■ ■1■ 1111■ �• ... 11111■■ 1111111111 11111111■ 11111111■ ��•.'..10 ■1■1111■ 11111111■ ■■■1111 ■■■■I■ ►'r. .0 ■ 1111 1111■ 1111 1111■ 11111111■ 1111 1111■ ..3.■i■ 1111 1111■ 1111 1111■ 1111 ■1111 1111400 • -: 1;1 ■ 1111 1111■ 1111 MINIM 111101111101 sMINIM �::-. • �r.. ..1■ Elm ■ 1111 1111■ 1111 01111 1111 1111■ A ■i■ 1111■ 1111 minim 11101401111■ ■1■ 1111■ h'. r!min 1111 ■1111 ■■ 1111■ ■1011010110 1111 ■■I■ ;•'1■11■ 0 1111■ 1111 1111■ 1111 1111■ ' �� u .�.�c .:'•, 11110 111111111111101101minim■1■ ■■ 1111■ 0 OWN a Elm 01111101 RAISES sommim CC 161011 1111 1111NEWS 1111■ 11111111101 111111 1111■ :"::�'.:. ■MINIM ■ wagon 1111 ■■■ MOONING ®� K f r:' ;. 1111 00■ 1111 minim militate 111111 1111■ :.V minim 1111 1111■ signs MIN a 0 ■■ ■1111 .r. l ^ r,� 1111■ 1111 1111■ 1111 1111Ennis 1111■ :/c. state 1111 1111■ 1111 1111■ MARINE 1111 ■1111 t Mj 1111sell 11 1111■ 1111■■■ 1111 1111mag! "ir.■ ■111111■ 11111111■ ■■ 1111■ 0■ 1111■ • iY ■ 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ .i .1 ..1111 11111111■ ■■ 1111■ ■■ 1111■ sale ..c' f.■■ 1111■■■ 1111 1111■ 1111 1111Santa MINIM 1111 1111■ 0 minim 1101111101111 1111 MINIM ■■ 00■ ©� ;._;. e-t ■ 1111 ■1111 1111 1111■ 1111 1111Ennis 1111■ ��:: �-L0 Menlo 1111 1111■ 1111 1111■ 11leaned • 1111 1111■ 1111 01111 1111 MINIM 11111111■ 1111 1111■ 1111 1111■ 11Slain 2 1111 1111■ 1111 1111■ 1111 Nis me .ya 1111■ 1111 1111■ 1111 mining1111 1111■ 1111 ■00 1111 1111■ 0 ■0■ on ■■■ ■■ ■1111 1111 1111■ mills s0 0 0190LE NIMING 0 0011 1111 MINING1111 1111■ 0 51111 MORON no ■1111 0 ■■0 1111 1111■ 1111 0■■ 1111 MINIM ■■ ■■■ 1111 1111■ IN minim 11111111■ ■■ 1111■ 1111 01111 1111 ■■■ ®� • 1111 ■■■ 1111 1111■ 1111 1111■ ■o 1111■ 1111 ■1111 ■■ mists 1111 1111■ 1111 0a moguls 1111 minim 0 0■■ 1111 1111■ 1111 1111■ 1111 01111 1111 111 mEmin 1111■ 1111 1111■ mamins ■■ 0■■ ONE■■ 1111 ■1111 1111■■■ 111111110 1111111111101101101 1111 1111■ 111011011m 1111 1111■ a a■ 1111 1111■ ■■ 1111■ 1111■■■ 1111 ■mines MINIM 0 ■■ 1111■ Olson 0 m 1111Ilium oninion a ■■■ monolog ■■ 1111■ .. ■ Kim ■■ 11110■■ 11111101111 0 an ■■■ 1111 Send=Islas 01111111■ ■minim ROSIN ■1111 ■minim 0 1111 ■1111 ■■ 1111■ 11111111■ ■■ ■■■ 1111 11111114= I11 1110 1111 1111■ ■slain ■ 1111 01111 ■111111■ • ;■ ■1111 1111 minim 111011111111101 1111 1111■ 1111 ■1111 11111111■ ■■ 1111■ 11111111■ 1111 ■■I■ ■■ 1111■ t 1111 1181sliffis■ 1111■ 1111 minim 1111 ■■I■ 1111 ■I■■ 1111 minim SIMONEnnis minim 01041 a m1111 ■1111 1111 linings e1111■ 1111 1111Menlo minim ■■ Elm 1111 1111■ ■minim mania ■0■ 1111 01111 slain a 0 �► a linings sol sionsiol 1111■ 1111 minim 1111 a o- ME■ mints ■Elm 11Basin 0■0 1111 ■1111 ■min 1111 x 1111 111111111611111111111 M■ 1111semi 11 minim 1111 111111 IN minis 1111 ■■Menlo 0 1111 ■1111 ■■ ■1111 1111 1151111111111111 MINI m■i■ ■1■mania MINIM 1111 1111■ 1111 1111■ 1111 ■1111 1111 1111■ 1111 in Nis 1111 to■I■ ■ ■ ■t■ ■ ■tet■ ■ ■ ■1111111■ ■ ■ ■ ■1■i■ ■I■ ■i■1■ ■ ■ ■1111■ ■I■ ■ ■1■ ■ ■ ■ ■i■ ■ ■ ■ ■ ■ mini ■ ■I■ ■i■ 11110 ■ ■ ■ ■1■ ■I■ ■ minion ■1■I11111 111111101imisle 111111151als ■1■ ■I■1■ mini mini ■ ■1■ 31 min ■i■1■ ■i■ ■ ■ Bills ■ ■1■ ■1■ ■I■ ■ ■i■ ■ ■ ■IBI■ 11110111111011011111 ■1■ ■1011■ minim S■ ■NMI ■ ■ ■1■ ■1111■ ■i■ ■ ■ ■Isl■ ■1■ 11010 313■ ■1■ ■i■ ■ ■1■ 11 ■ ■ ■I■ ■I■ ■ ■I■ ■101 ■ ■1■ ■ ■ ■I■I■ ■I■ ■ ■ ■ ■1■ ■I■1■ MIMINIA1014 ■i■ ■i■1■ ■i■ ■1111■ ■I■1■I■1■ MINI■ ■I■ ■1011■1■i■ ■ ■1011011■ ■ ■ ■1■ ■ ■I■ a! MINIGNISlimial Miami m■1■I■ t ■I■ 110154512111111 MI milml■ ni MI Miami stal 01 mignima■I■I■ I ■t■I slolsoolow ■Isemi all Ill almosininini ■ ■ ni mini 014' • 51213101045111■ ■1■ ■I■ ■1111■ ■ MSI111Miami ■ ■1111■ ■ ■ ■ ■ ■ ■i■ ■1111■ ■1■ ■ ■ ■1#81RINIMINISMIMI■ a v 01000000oC'� 0000 000000000000 0 MMMMMMWMWMMMMMME ............................ ............................ ............................ ............................ ............................ ............................ ............................ ....00..00.000000........... ....00..000000000.o......... ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■©■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■©■©■■■■■■■■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Park Center LN Location: Tustin Ranch Rd -Bryan Ave No. 73 Time: 11:33am-1:33pm • Field Review By: RSM Checked By: Josh McDonald A: PREVAILING SPEED DATA Location of Survey N/O Vallejo Date of Radar Sample 3/29/2004 85th Percentile (mph) 37 10 mph Pace (mph) P 29-38 Percent in Pace 72 Posted Limit (mph) 30 B ACCIDENT HISTORY .. ................. . Time Period Covered (months) 36 Seed Related Accidents P . 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 5.47 FFI C FACTOR C. TRA . Average Daily Traffic 9 11335 Lane Configuration 9 2 Lanes Total -Double Yellow Line Traffic Controls Signal Tustin Ranch, Stop Bryan Crosswalks At Tustin Ranch, Bryan Pedestrian/Bicycles YesNes Truck Traffic No On -Street Parking No parking any time [Other (Specify) Designated bike lane D ROADWAY: FACTOR Length of Segment (Miles) 9 0.25 Vertical Curve None Horizontal Curve Gradual -moderate "C" curve Lateral Visibility Fair Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Light 777-77. E: ADJACENT LAND USES RECOMMENDED SPEED LIMIT 35 MPH i�■��0000�000000������������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Park Center LN Location: Bryan Ave -EI Camino Real No. 74 Field Review By: RSM Checked By: Josh McDonald Time: 1:36pm-2:29pm A: PREVAILING SPEED. DATA �. ROADWAY TAG: : Location of Survey Length of Segment (Miles) Bryan Ave -EI Camino Real Date of Radar Sample None 3/29/2004 Horizontal Curve 85th Percentile (mph) 33 Lateral Visibility Fair 10 mph Pace (mph) 25-34 Good Percent in Pace Sidewalk/Driveways 82 Posted Limit (mph) Yes 30 HISTDR .. Time Period Covered (months) E: ADJACENT LAND USES 36 RECOMMENDED SPEED LIMIT Speed Related Accidents 0 Ne Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 ` R .CTO ... TRA FFI C. FA Average Daily Traffic 19388 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Stop Bryan, El Camino, Parkview Crosswalks At Bryan, EI Camino Pedestrian/Bicycles Yes/Yes Truck Traffic No On -Street Parking No parking any time Other (Specify) �. ROADWAY TAG: : Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve Gradual -moderate 'S" curve Lateral Visibility Fair Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes [Driveway Density Light E: ADJACENT LAND USES munit�es a rk Condo corm , p RECOMMENDED SPEED LIMIT 30 MPH =Cl=r% I MIT PWAN['X Ne 0 0 oe 00 0 0 a a v 0 as 00 00 vo oc 0 0 0 a c olommommommommommom NOON NOON No. INN ...o.000000000.o.......... ...000000000000MF30F3F3......... ............................. mommomommommommom NONE ............................. ............................. ............................. ............................. ............................. ............................. CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Feet: Pasadena Ave Location: McFadden Ave -Sycamore Ave No. 75 Time:2:30pm-3:10pm ld Review B : RSM Y Checked By: Josh McDonald S PREVAILING SPEED DATA A. Location of Survey McFadden Ave -Sycamore Ave Date of Radar Sample 3/25/2004 85th Percentile (mph) 34 , 10 mph Pace (mph) 28-37 Percent in Pace 88 Posted Limit (mph) 30 B, ACCIDENT HISTORY'.... Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 1.02 C* TRAFFIC FACTORS Average Daily Traffic 9 14,326 Lane Configuration 9 4 Lanes Total- Double Yellow Line Traffic Controls Signal McFadden, Stop Sycamore At McFadden, Altadena, School crossing Altadena Crosswalks Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking Yes Other (Specify) D. _ROADWAY FACTOF Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light ADJACENT LAND USES Residential/CommerciallFwy /School zone RECOMMENDED SPEED LIMIT 30 MPH r" S&A meSURVEY W_ s PAS Y CLCUDy Mg= c�.QW POG- RAW 'U I( WF�ITHF� �T 1 tS(Sr.S p 5 ,� NAjA Sp r r4-.� ,� �� S C A .10 � RCAQ DRY OR QTH� s `-� FAQ (EXPU tlFaTM 1 CT=# K" Eaws: RCUC . 0ca . EP N71CH Roam I 0 AL Ad D,�, Also wmiF PA.RM r NSVW t� � TT 5 - . ter © Now peomm ANE NONE LC3W ME'3IUM HOW OBS8�A110M .3 / ' 1 CM AFN� sR A& TRE�s. . HUS4URVES Q 11AT10NS: pATA CODON 2 % 3 O — �'� t� . / a 08S'tRu MLES . 4F v T'0 sITE � •�^ �'.� ROAowaY S�i�ENTtS�IGT�i 4L TRA EL l�K'TH. EiC. . (8TN uuNlcTSi � ' 2 tVu mER of LANES (THIS OtRE{'rtO1V) TOTAL (OPPO rEOIRc-CI Z. WENTS' l/ I ICTAL 80TH DIRECnONS. r y EET'MVIM CURB TO CURB (FT)ZA DATA COLLE-=ON MEiH00' fl� INDUSTRIAL CSAL • - � ouT:CnoN � corwe�N�. TOTAL a ION TOTAL 'n �L [2 0011 = Q 130[1 [2O OIICz QIIaOts E= aCzcI 20 (212121:12 [20 [212[1 a012IIQ 00 Q0� Q 21' 1120M 0120120 QQ 12011 000012 au [21111 - ZZ IC131311 QII [212EI Qa 121211 12120 a11aII� aa� QII Q12Q 1312 aIIr� QII aaEL. QII aa� a QO �� 1112121212; QC100� o Z¢ MOM M o 2S Q� 1112121212• atSQII� 1112120[1 _ - II11. aaaIIrr [212[1[0[1 _ 73""w'2& a00atz 130 00� 1312 II 0a� Z zr �QII12 1112111212 QII 0120: E=12113 QQ 2& 11111151111 01201211 12121212[1 QIIOIICL QIIOII�. .2 MM� �� 0120= 0110 13: 012QCz� Z. 31 1212121212 [21201212 11121212[1 cacao: 12121201: t ���� �OOOQ 000011 atsts0� aIIOatz �� t�� i�II OOQ QII OIIII j212[2120: QII QIIQ s 3¢ 101312LI (3120IIII. 1212121211 1212121211. QIIQQI� 3 munwom. 35 IM013 [212a0tz a000Cr [XIC, z CCU 35 FR[2OCz 120000: as 1212[1 aQ [212II1 QO [2IIr1 3T' 0112 [21312 12012- QII1212CI QQQ12CI 13[11212[1 -' o " 38* (30 01311 121212120: QII 102 QII 0 QQ QQ� 39 40,131111 QII[2011 QIIQIICI QCIC212 Q1II0[111 40 3001212 1212 (21213 0112131211 QII12120: 41 QII [2IICI. [212 [21212 [211200[: CEO= 1012[1[1 132 (2120011 1212121213 QII[2IIII 12012120: QOCIIICI 43 (212131211 1212 0011 cocoa 012 00[1 000a11 44- QIICICIII QIIIZIIts ME212U 13111212CI Q110IICI.. 450011 (20 1200: [212120[1 [2O QIII QIIQIII� 45(M CIM 46 (212C2012.01201212 1212131211 DOOM 12001211 ` 4T (312[11211 131213121I [MUCCI 131201211 0012011 ' a. MUM: Q12.00CI Q12QIItI (212121211 [2 E10: � 49 QjIQ1� IM QIIIIClII: QIT[Qt�- 57. QIIIIIICI QOOIILL QII[II T aIItz Qts[IOC E 5� 121212011 12121:20: 12CIUM [212[2112[1 QII1212M 5z 1212111211 1212 QCItZ a (3121212[1 (313 O[2IIIII7 (21212010 1212[1011 54- QIIIIIIII;12121212101212MIT 121212010 QLIMum . 55.--1MrT UULL TQQ[3II� 5w 1212121211 QLiQII� 57M J. Q 111111T tit 111 %. mr=110[11211fT.Q[IIIIILZ Qr, QII I■I■1■Itt■ ■1■ ■ ■1■ tl■ ■I■I■ ■ ■ ■ ■I■Wal Elul ■i■ ones 1110■ .■ ■■■■■ ■■■ a .■ ■■■ 1111■ 1011. ■■ ■■1■ ■■ ■■1■ 111ts 1110. ■■ ■.■ .■ ■■I■ min minim 1111. ■I ■ ■ ■ ■ e 1111 ■1 ■ ■ ■1 ■ ■ ■ ■ ■I ■ 1111. ■ ■ ■1■ ■ ■ ■ ■ ■1■ ■ ■ ■ ■1■ ■t■ ■ ■1■ ■■■ ■■ ■■■ ■■ 11 r .�-,■. ■ ■■ ■■ ■■■■ ■■■■ 1■■ mil ■■■i■■ ■■tMINI min ■■I■ ■I■ ■■■ z. x- .:310 ■ ■■■ ■■ MINI ■ ■■i■ ■■ ■ ■■■ :�� :.■ ■■ ■■■ ■■ ■■■ ■1■ ■010 ■■ ■■1■ �� ■■ ■■ ■■■ ■I■ ■■■ ■■ ■■■ Ants, 1111111111112111111 ■■ ■■■ ■■ 0101■ ■■ ■■■ 7SIM ■■ ■■■ ■■ ■■■ ■■ ■■■ 0 ■■■ :■ ■■■■■ ■Ili ■■ ■■ ■■■ ■■ ■■■ SENSE ■■■ ■■ ■■■■■ ■■■ ■■ ■■■ ■■ ■■■ stuns ■■ ■■■ ■■ 0001 minim ■ 0 0 0 ■ ■■ ■■■ :-_30■0000 000■ 0000■ 0000■ 1111■ 1MINIM a ■■■ 0110Menlo minto ll 01111111310 ■■ ■■001111110111110 W. 0 Enosignals MINING 011110112110 ■■ ■■■ ■ Malmo ■■ ■■■ ■■ ■■■ ■11111114tol■ ■Stolle 0 ■■ ■■■ ■■ ■■■ on ■■■ 0010■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ON ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ 11110110 ■■■ ■■ ■■ ■■■ ■■ ■■■ ■011@101110100112 ■■■ ■MINIMS ■■ ■■■ minim■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ 0 111111111111111111110 ■■ ■■■ ■■ ■■mantel■■■ ■■ ■■i■ 0 alvisionnisil ■■■ ■■ ■■■ ■1■ ■■1■ ■■ ■■■ tat ■ ■■■ ■■ ■■■t ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■■ ■■■ ■■ ■■■ ■■ ■■■ a ■■■ ■■ ■■■■ ■■1■ ■■ 010.1■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ ■1■■ ■I■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■Imonist■ ■■ ■■1■ Sol ■ Elul s■1■ ■ missal■ MINIM ■tMINI MIN ■1N1■1■I■ ' ■1■mist■ ■I■ ■ ■1■ ■ ■ ■1012 ■I■ MINI■ ■101.1■1■ M ■I■ ■ ■ ■ ■1■ ■ ■ ■ ■ ■1MI■I■ ■iNl■1■I■ ■I■ sIN12 11111111112151 a■I■ 111111111111 mint mini at Mmi no Elul■ Big minim ■l■I■I■I■ ■Itl■i■I■ aj atinjulujoul.1.121■ Mt■ mist OR ■i■ ■ ■ ■ ■I■ ■ ■ ■ ■ ■i■ ■i■ ■1■Ittsl■ ■ ■IMI■It LA ■�■ ■�■ ■ ■1■�■t■1s ■1■t■1■I■ ■ 0101■lo ■1■ ■Isla IIIIIIIIIIIIIIIIIIIIIIIIIIII MIMMISIMMOMMOMMIMMIMMIMMIMMIMMIMMIN mmimmmimmmmmimmmmimmmmmmmmimmimmimm IMMEMEMMEMMMMMMMMMMMININIMMINIMMIMIN lmmmmmmmmmmmmmmmmmmmmMMMMMMME IMMMMMMEMMMMMMMMMMMMMMMMMMMME immmmmmmmmmmummmmmmmmmmmmmmmo immmmmmmmmmmomommmmmmmmmmmmmo IMMM0m0m00000000m0mmmmmmmmmm■ li���iiii�������ii��iii�iiii■ liiiiiiiiiiii��iii��iii�iiii■ li��iii������©�iii��iiiiiiii■ iii■ lii iiiii iiiii©©i i iii i i iii i i i■ iii ■ IiMii iiia iiiM©©iiiMMIi i iMi ii i ■ I0iiiiiiiM©©E!©©iiONO 0000iiii■ - - --- - -- - - - -- - -- -- CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Patriot Wy B : RSM By: Field Review Location: Pioneer Rd -Jamboree Rd No. 76 Checked By: Josh McDonald Time: 11:56am-1.56pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/31/2004 85th Percentile (mph) 35 10 mph Pace (mph) 27-36 Percent in Pace 180 Posted Limit (mph) 130 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 ` C: TRAFFIC FACTORS Average Daily Traffic 11172 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal Jamboree, Stop Pioneer Crosswalks At Jamboree Pedestrian/Bicycles YesNes Truck Traffic Few On -Street Parking No parking any time Other (Specify) Designated bike lanes D ROADWAY FACTORS Length of Segment (Miles) 0.1 Vertical Curve Yes Horizontal Curve Slight "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal E: ADJACENT LAND USES Residential (non -fronting) RECOMMENDED SPEED LIMIT 30 MPH eoecn I WIT r_MANrF NO r :X.1 mill ■ ■■■■■ ■■ ■■■ MI =I Mimi ■ ■I■ ■■�■ ■■■■■ ■■■■■ ■■■■most ■■■■ ■■■■■ ■■■1■ ■■■■■ ■■ ■■1■ ■■ ■■■ no ■■t■ �-lei 01■ ■ ■ ■ ■ ■ wool N ■ ■ ■ 0 1■ s ■i■ ■i■ ■I■I■ ^■to ■■■■■■■■■iy� ■ ■■■ ■■■■■■ ■1■ ■1■■ ■I■ ■■,$■ ■ aim ■ ■ ■ ■ ■ ■1■ ■1■I■ ■ ■ ■ ■1■ ■■■ ■■■■ ■■■■I■ ■■■■■ violate a MINIM wants MINIM p,:.�■ ■ MIN ■■ ■■■■■ a stKININIGNIM ■■1■ MININISIMIGNIN Nino Cf ■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■i■ ■■■ • t 11,�.e�.� ■ ■■ ■■■ ■■ ■■t■ ■■ ■■■ -'.. MGM ■ ■■■ misislole minim MIN ■■ ■■■1 ■■■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■� ■ ■■■ ■■ ■■■ 81011MINIESSISIN■■ ■■ ■■■I �, r■■ ■ ■■■ ■■ ■■MARINOat mini ■■ ■■■Ilan' ■■ ■■■ ■■ ■■1■ ■1■ ■■■1 ■ ■■■■ ■ ■ ■ ■■ ■■■ ■■ ■■Want mini ■■ ■minim ■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■■ ■ ■■■ ■■ ■■I■ ■1■ ■■■ ■■ ■■■ ■■ ■■■ I■ ■■■ ■■ ■■1■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■I • ■■■■■ ■■■■■ minim■■ ■■ ■■1■ ■■ ■■1 ■�■■■■ ■1■■■■ ■■1■■■ ■1■ nt a! Nicol■ 01 at � ■ ■ ■{■ ■ ■�■ ■ ■1■ 0101 NIMIES01 so NJ ■I■ 01101113181.1 ■■ ■■■ monies ■■ ■■I■ ■■ ■■■ ■■ ■■li x Minim■15,131015 ■1■■■I■ ■■■■t■ ■1■■1■11 mini B1212118131simlowal■t■t■IM ■t■ noel ■1■1■t■I ■{■ ■I■ ■ ■1■ ■1■1■ ■I■ ■1■1■ ■1■1■1■i■ ■1■ ■ ■1 ■1■ ■I■1■ s1■ ■ ■1■ ■1■ Mimi ■ ■I■1■1 ■1■ ■1■1■I■I mini mini ■ ■i■ ■i■1■ ■1■1■ ■1■ ■I■t■t■1■ ■I■1■1■I 113minfalealul 51015■151■1■1■ ■1 ■i■t■I■ 01010101 N - 0 ■1■ 5151■ ■1■ ■151■ ■1■ Mimi ■ ■1 ■1■I ■t■ ■I ■1■1■ • ■1■ 5151■ ■1■1■i■I■ ■1■ ■i■I■ 010 01 al algal■ ■1■ MMMMMMMMMMMMMMMMMMMMMMMMN IMMMIMMMMMMMMMMIMMMMMMMMMMMMMME IMMMIMMMMMMMMMIMMMMMMMMMMMMMMME IMMMMMMMMMMMMIMMMMMMMMMMMMMMME IMMMMMMMMMMMMIMMMMMMMMMMMMM IMMMMMMMMMMMMIMMMMMMMMMMMMMMME IMMMIMMMMMMMMMMIMMMMMMMMMMMMMME IMIMMMMMOMMMMMOOMMMMMMMMMMMMME Immomm00 0000000000MMMMMMMMMM ■ IMM0MME30000E3000E300MMME3MMMMMM■ ■mm===M=F_qMM©©©©MOMMOMMMIMMMONO CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form 00CCr1 I MIT P_WAKIC-IF Yes Street: Pioneer Rd Location: Jamboree Rd -Patriot Wy No. 77 Field Review By: RSM Checked By: Josh McDonald Time:9:00am-11:00am A PREVAILING SPEED DATA Location of Survey S/O Emerson Road Date of Radar Sample 4/1/2004 85th Percentile (mph) 43 10 mph Pace (mph) 35-44 Percent in Pace 72 Posted Limit (mph) 35 8, ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 1.48 FFIC FA CTORS Average Daily Traffic 31094 Lane Configuration 2 Lanes Total- Painted Median Traffic Controls Signal Jamboree, Stop Patriot Crosswalks No Pedestrian/Bicycles Few/Few Truck Traffic Few On -Street Parking No parking any time Other (Specify) Bike lanes ADWAY F ACTORS Length of Segment (Miles) 0.6 Vertical Curve None Horizontal Curve Slight -gradual "S" curve Lateral Visibility Good Surface Condition New Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Li 9 Light _- E ADJACENT LAND USES munities Residential (non- fronting) Condo com _, RECOMMENDED SPEED LIMIT 40 MPH 00CCr1 I MIT P_WAKIC-IF Yes ■ ■ ■I■ ■ ■ ■ ■1■ ■ ■ ■ ■ ■saint mislecol. of minim ■l■ MINI■ ■t■ ■I■I■ ■�■ ■I■t■ ■I■ ■ ■I■ ■I■ ■ ■I■ Ft■ ■■i■ ■■ ■■■ ■■ MINIM ■i■ aala ■■ minim ► ■I■■■■ ■■■■■ aim■I■I■ ■1■ ■■I■ ■■ ■■■ sonm■ ■1■ ■■■ ■■ ■■■ ■1■ ■lat■ ■1■ ■ ■■ ■ ■ ■ ■1■ ■t■ ■ ■ ■ ■1■ ■ ■1■ ■1■ ■151■ ■ ■ ■ ■ ■ 1■ ■ ■1■ ■ ■ ■ ■1■ ■i■ ■1■ ■ ■1■ MINI■ ■1■ ■ ■ ■ ■■ ■■■ a1■ ■■■ ■■ ■■■ ■■ ■1■■ ■I■ ■■■ .r ; ■■ ■■ ■■1■ ■■ minima ■1■ ■■■ ■■ ■■i■ ;K :■■ ■1■ ■■■ ■1■ minim ■12401■■ ■■ ■■■ S�I� ; ; '"Irani■ ■ ■I■ ■ ■ ■1■ ■ ■ ■ ■ ■i■ ■1■ ■ Nl■ :iL E'�.:' l.il ■■■ ■■ ■■■ ■1■ ■■■ ■1■ ■■■1 of Mimi sent-Stelml nommin SIM ;:::��' ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■I IN low ofoloini `.� k', 4 • . [ Ede ala 5 a N Ono min ■ ■ ■ ■ a ■) ! '. c o■ al■ ■■■■1■ ■■■ ■■ minim ■■ ■■ ■■■ ■■ ■■i■ ■■ MINIM . c: -�■ ■■■ ■ ■ MINIM ■ ■■ ■MI■ ■■ minim �::�:��■ In Riots ■■■■ ■a■■■ ■■■■■ ■■ ■■■ ■■ ■■■ ■t■ ■■■ ■■ minim ■1■ ■■l ■■■ ■■ ■■ ■■ ■■■ ■■ ■Mia ■■ ■■1 �-■■■■ ■■■1■■ ■I■ ■■■ ■■ amt■ ■■ ■■� �.■ ■■■ ■■ ■■■ ■■ ■■a ■■ORION ■■ ■■l ■ MINI■ ■t■ ■ ■1■ ■i■!■ ■ ■ ■1Mimi 51■ ■I■ ■ ■ i � mill l ■ ■1■ ■ ■ ■ ■ Mimi ■i■ ■ ■ ■i■t■ ■1■ ■1 1 ■I■ ■■■ ■I■ ll at gigs1■ ■■■ e! m1olutolsol■ goal MIN ■ ■ ■ ■1■ ■ ■ ■ ■1■ ■1■ ■Ial■ ■ Simla! 0 ■ ■ ■ ■i ■ milial semi Mimi misidul 01 mini Miami ■ ■l ■1 ■ ■l ■ mini ■1■ ■t■I■ ■I■!NTMI■ ■t al Mimi Miami at MINIM ■Ia MINI ■I■ alai Miami aoNJNJ■ ■t■fa1■1 �■ 111■ 014010151515 ■t5151■1■ ■IN1■1■1■ ■I■ alae ■1■ miximajulminialull ■1■ ■!NI■ mistaininiontainin ■1■1Bill ■ ■1■ mi 11014 ■151■IMI■ at 1111101 MINIGNINIMIN ■I■1■i■1■ ■1■ MINI■ ■lat■151■ ■i■1■ial■ ■1NIo1■ mini ■ 610■I■ NI at Miamistill Elm ■1■151Nt■ ■i■Qall mulai ■IMI■ ■1E1■t■I■ ■I■i■I■tmaul s■t■ISam t■ ■I� *L. &dv-@�!iL1L s, Im©©mmo m moo mmom MEMO MOWN M EN N E■ I©©©©©©mm oo m mo O N N W M MOWN M E N N i■ MEN 0 ONO MEN I©©©©©©©©©©E M©MM MM E M M E N M EN N E■ iM©E3©©MME3MM MME3M=MMM =M=W=MMMMW IMM EMM t t t IMM t t t t t t t t MO NO t EN t t■ IMMMMMMMMMMMNONE NOMEMMEOWN MEN IM©©©©m©©00mommommommoommomm■ IMF�F-q©i©©MMMOMOMMOMMMMMOMMON■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Pioneer Rd Location: Patriot W -Peters Canyon Rd No. 78 ' SM Field Review By. R Checked By: Josh McDonald Time: 1:59pm-3:05pm SPEED DATA A PREVAILING----------- Location of Survey N/O Plumb Date of Radar Sample 3/31/2004 85th Percentile (mph) 41 10 mph Pace (mph) 33-42 Percent in Pace 66 Posted Limit (mph) 35 B. _ A CCI DENT HIST. R y S + r r i n Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 1.22 APTORSC _ TRAF .. L } Average Daily Traffic 3,000 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls No Crosswalks No Pedestrian/Bicycles No/No Truck Traffic Few On -Street Parking No parking any time Other (Specify) Designated bike lane TOR D, ROADWAYFAC_ ___ .. ............................ Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve Gradual "S" curve Lateral Visibility Good Surface Condition New Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light777 E.. SES AD JACENT LAND U i s resident al non -fronton : Condo�communit e , i RECOMMENDED SPEED LIMIT 40 MPH I • LMW,Y _qzpMjAjpM = ■1■■1�■■110■lIs ■■i1■1i =8108,1qw1m NIMINISI milmixiii ■101■ ul NJ Olulmoul■ ■101■ ■i0 minim �1�. ■I■ ■I■ ■Isis ■ ■Isis ■ ■ ■i■1■ ■t■ ■I■i■ � rilr= ■1■I■ ■1■ ■1■1■ ■ ■ ■1N1■ ■i■ ■ ■10 ■1 ■1■1■ �.�� 1 i I.' I■ minimal" minim ■1■ ■1■1■ ■1■ ■t■I■ r,f• . �I. �.1r.. fir of .1A �l■i■ MEN 101 s mi lot ■ ■!■ � ;y; �l ■ ■ ■.. mint■ ■1■ ■1■ ■1■ ■ .11-1711111■ ■ ■ ■I■ ■ ■ ■1■1■ ■i■ ■ ■ ■ : 0 as a00 a0 0 0 000 000 00 00 vo 0 00 00 lMMMwMMMMMMMMMMMMMMMMMMMMMMMM lMMMMMMMMMMMMMMMMMMMMMMMMMMMm lMMMMMMMMMMMMMMMMMMMMMMMMMMMM lMMMMMMMMMMMMMMMMMMMMMMMMMMMm lMMMMMMMMMMMMMMMMMMMMMMMMMMMm ,0000000.o.00 ................ J0000000.o.00..o............. J0000000.o.00..o..o.......... �000000000000000..0.......... NOME INIM©©IM©©©©IMMINOWN NON NON NOON mom ■■.MMM=M- MM©©MM©01MINIMMINIMMINOMMOME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Pioneer Rd Location: Peters Canyon Rd -Pioneer Wy No. 79 Field Review By: RSM Checked By: Josh McDonald Time:2:30pm-3:05pm A: PREVAILING SPEED DATA Location of Survey N/O Schvendman Date of Radar Sample 3/30/2004 85th Percentile (mph) 37 10 mph Pace (mph) 29-38 Percent in Pace 82 Posted Limit (mph) 35 B. ACCIDENTHISTORY Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 1.08 ` C. TRAFFIC FACTORS. Average Daily Traffic 51,655 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal Pioneer Way, Stop Peters Canyon Rd Crosswalks At Pioneer Way, Peters Canyon Rd Pedestrian/Bicycles Yes/No Truck Traffic Few On -Street Parking No parking any time Other (Specify) Designated bike lane D.�._FACTY ROADA ORS:**:: Length of Segment (Miles) 0.3 Vertical Curve Gradual Horizontal Curve Gradual "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light :: - E ADJACENT LAND USES . � dar Grove Par# Condo communities, School zone Ce RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No 11M�'i� �O�tC CR C1 ALE 6.5 I v.+1 - r! onenw,Y J I • r �• 1 1� .:t..:.1. it ■1■ ■ ■t■ 'I■ MINI■ ■t mini ■ ■1 ■INl■ ■i■ MIMI miguls ■1■ NI■1■ ■1■1■ Y ■t■ MINI■ � r ;'1r' :1:.1: ; a: ; ��' .Is :1■ MINIM ■1■ ■1■1■ ■1■ ■1■1■ ■!■ ■ ■ ■ ■1■ ■1■1■ ■1■ ■ ■ ■ ■f■ ■ its ■ ■ ■t■ - " : MI■ ■ ■ Elul ■1 ■ ■I■ ■t ■ ■t■ ^_ " I . ■1■1■ ■1■ ■1■1■ ■t■ ■i■1■ v f. . r I , . ,17 ■t■ ■t■1■ ■i■ ■ ■1■ ■t■ ■1■a■ ■ ■ ■I■1■ 11■ ■ ■1 ■ ■ ■1■ ■ ■ ■ ■1■ ■1■ ■1■ ■ ■ ■ ■1■ ■ ifis T 1"'Imim 01 mininintanto MINIM �:•� .;1 .I" : 1_AMINI SWEINO ■ ■I■ Elstalmiumin ■ ■!■ ■1■ Mal see! ■ ■ ■1■ E� ' ■t■ ■1■1■ ■t■ ■1■1■ W. �o , , ■1■ ■ ■ ■ ■1■ ■ ■ ■1 ■ ■1■ ■1■ ■1■t■ �' ■1■1■i■1■ ■1■1■1■iM ■t■IMI■1■ ■i■1■1■1■ ■I■i■I■1■ • ■{■1■1■I■ ■I■11t■1■ ■t■I■1■I■ ■i■ ■t■I■ ■1■f■1■I■ ■1■ ■1■i■ ■t■ ■ ■t ■ Q ■ ■ ■!■ ■ ■ ■ ■1■ ■1■1■ ■1■ ■ ■ ■ ■f■ ■ its ■ ■ ■t■ ■1■ ■I■I■ ■1■ ■ ■ ■ ■1■ ■1mincolol mini ■ ■ ■ mi- almlaminjul lot ■ ■ ■I■1■ 11■ ■ ■1 ■ ■ ■1■ ■ ■ ■ ■1■ ■1■ ■1■ ■ ■ ■ ■1■ ■ ■1■ ■l■1■ ■1■ ■1■ ■ ■ ■ Binomial■ ■I■ ■t■ ■ ■!■ Miami ■1■ ■I■ ■ ■1■ Mal see! ■ ■ ■1■ E� ' ■t■ ■1■1■ ■t■ ■1■1■ ■l■!■ ■1■ ■1■ ■1■1■ ■1■t■ ■i■ '� ■I■ ■i■1■ ■I■1■ ■1■ ■I■ ■1■1■ ■1■1■1■1■ ■i■ ■t■1■ - ■1■ ■1■1■ ■1■ ■I■1■ ■1■ ■I■t■ ■1■ ■i■i■ ■1■ ■I■1■ Net ■1■1■ ■1■ ■1111■ ■1■ 111111 semi No Mimi Miami a ■ ■1■ mini ■1Mt■ 11■ S1 miniastiolal■I■ ■1 III mini ■ ■1■L1■1■ 11■1■1■i■ ■1■1■1■1■ ■t■1■1■i■ ■1■1■1■t■ ■1■1111■1■ A +a ■to ■t■1■ ■1sl■1■1■ mini ■1■I■ ■1■!rAl■i■ ■1■1■1■1■ /1 ■1 31 1113148101510laq Mimi mini ■ ■1 ■i minis 111110181510A. ■1■ ■1■Is 31■1■1■1N ■1■1■1■t■ ■t■1■1■i■ ■i■1■I■1■ six, 11111■ ■1■1■1■1■ ■t■i■I■t■ ■I■1■1■1■ ■I■1■t■I■ ■t■1■1■1■ ■1■ ■1■i■ ■1■1■1MI■ ■1■1■1■1■ ■I■/ol■1■ r �' ■1■1■i■1■ ■1■1■1■iM ■t■IMI■1■ ■i■1■1■1■ ■I■i■I■1■ • ■{■1■1■I■ ■I■11t■1■ ■t■I■1■I■ ■i■ ■t■I■ ■1■f■1■I■ __o �0000a a00aa100 10000000000 ooc NOON mom ...................... MONO mom 1MMMMMMmMmMMMMMMMMMMMMM mom NNE 1MMMMMMWWWMWMMMMMMMMMMMMMM mom �...00000000000.............. I...00000000000.............. I...00000000000.............. Io.00000000000000.00......... low MMMM MMM1MMMMMMMMMMMM NOON NNE INN MMMME3E3E3E3MME3MMMMMMMMMMMMMMm I....0000000000.............. CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form • W Street: Pioneer Location: Tustin Ranch Rd -Pioneer Rd No. 80 • Feld Review By. RSM Checked By: Josh McDonald Time:9:00am-10: 19am A PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/31/2004 85th Percentile (mph) 33 10 mph Pace (mph) 25-34 Percent in Pace 79 Posted Limit (mph)130 _ NT HISTORY B: ACCIDE : :. _ Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 t. -. am 4 y TRAFFIC FACTORS { ..::..:. '.... .:..........:..... . .........:: .:.........:.... Average Daily Traffic 99709 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal Tustin Ranch, Pioneer Rd Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking School drop-off zone Other (Specify) (P Designated bike lane AY FACTO:::.....'. ::.. D. ROADW . :. _ ...:::.'.:.:...:..:.........:......................... . Length of Segment (Miles) 0.1 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E:: ADJACE. NT LAND USEs RECOMMENDED SPEED LIMIT -- 30 MPH IL CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Portola Pkwy Field Review By: RSM Location: Tustin Ranch Rd -Jamboree Rd No. 81 Checked By: Josh McDonald Time: 10:20am-11:45am A: PREVAILING SPEED DATA Lane Configuration Location of Survey E/O Allen Date of Radar Sample 3/31/2004 85th Percentile (mph) 45 10 mph Pace (mph) 37-46 On -Street Parking Other (Specify) No stopping any time I Bike lanes Percent in Pace 70 Posted Limit (mph) 40 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.64 r-! FACTORS D• ROADWAY FACTORS Average Daily Traffic 51706 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Crosswalks Pedestrian/Bicycles Signal Jamboree, Tustin Ranch At signals Few/Few Yes/No Yes Nominal Residential/Condo (non -fronting), park 40 MPH Truck Traffic Few On -Street Parking Other (Specify) No stopping any time I Bike lanes D• ROADWAY FACTORS Length of Segment (Miles) Vertical Curve 0.25 None Horizontal Curve Lateral Visibility Slight "S" curve Good Good Surface Condition Sidewalk/Driveways Street Lighting Driveway Density E' ADJACENT LAND USES . RECOMMENDED SPEED LIMIT Yes/No Yes Nominal Residential/Condo (non -fronting), park 40 MPH C%r_%cCr% I 1RAI1r f%UAA1f%.1= Nn ■1■1■I■I■ E_Dl zzvI it 4dila,`_=•�•�1�4i�a•>�,. t mi Mind . r. , 111man! o■I■ ■ ■1■ mloil me ■ ■ ■1■I■ ■I■ ■ ■ ■ ..1. 1■i■ ■■ ■■I■ ■■ ■■■ ■ MINIM ■ ■■ ■ ■1■ .i.-1 Bill Egoist ■ ■ ■ ■ ■ ■1■I■ ■t■ ■ ■I■ ■ ■ ■1■t■ ..I■ MINI■ ■!■ ■ ■I■ ■I■ minim ■ ■ ■ ■1■ ■1■ ■1 ■t■ • ,`..■ ■■■■■ ■1■ ■■I■ ■■ ■■■ ■I■ ■■■ t�C� ■■■■ ■1■ ■■■ ■■ ■■1■ ■■ mints .■ ■!■ ■■■ ■t■ ■■■ ■■ ■■1■ ■i■ ■■■ L.I.� ..■■■ ■I■■■I■ ■ Bimini ■ ■i■ ■■■ NJ NJ Miami so NJ 01 ■ ■ ■ ■I■ ■I■ ■I■I■ ' rimemiml mini ■ ■t■ 01 Elm -' I■1■ ■1■ ■■■ mini MIN ■■ ■■i■ ■1■ ■■■ :■1■1■ ■■■■■ ■1■■■I■ ■■ ■■t■ ■■ ■■■ .: ■1■ ■ 1111111 NJ 010411111115151 a ■ ■ ■ ■i■ ■ ■ ■ ■t■ tc MINI■ ■i■ ■1■1■ Mimi■i■ ■ ■i■ ■1■I■ ■1■ ■ ■ ■ 1 •+ � ■I■ MINI■ ■1■ ■ NI■ ■1■ ■1■1■ ■ ■ ■1■I■ ■i■ ■I■I■ :!■ ■ ■l■ ■i■ ■ ■ ■ ■I■ ■I■ ■ ■ ■ ■I■ ■ ■it ■ ■ ■ 7 .10 3151 maul No ■I■ ■ ■I■ MINI■ ■I■ Risings ■131■ ■i■ �r x ::iml■I■1■ ■ ■ ■I■ ■ ■i■ ■tale ■ s ■IMI■ ■I■ MINIM 31 ■101111■I■1■ ■I■161■t■ ■131■ ■I ■ ■t■1■1■ ■ + ■!o ■I■I■ Mitt■1■IM ml■1mini ■ ■IN1■1 ■1 ■ ■I ■1 ■1 ■I■ -� mini 11■I■ ■i■ ■1■I■ mini ■!■!■ NIE1 Mimi Blasi■1■1■1■ ■►■ o-1 al algal■1■ ■1■ mini mininiestaini■1■ ■t■1■1■I■ .� y �= ■1■1■1■ta ■1■Imtm1■ mini Mimi M mi of mi siontsini■t■I■ �. ■IBill ■i■ ■1■ ■t■1■ MINI■t■t■ ■I■1■1■I■ ■131■1■1■ :� t■1■!■1■ ■tml■1■I■ ■!■ MINI■ ■I■i■t■I■ MINIM OWN MONO 0 MMMMMM NON mom J©©©©©©©MMMMMMMMMMMMMMMMMMmm■ I©©©©©©©0M©MM©000000000MONEE■ IMMUM MOMMOMMOME EMOMMOMMOMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form eD==n I WIT r_14AN[v1= No Street: Prospect Ave Location: Anglin Ln (NCL) -17th St No. 82 Field Review By: RSM Checked By: Josh McDonald Time:12:15pm-1:04pm A: PREVAILING SPEED DATA Location of Survey S/O Anglin Date of Radar Sample 3/23/2004 85th Percentile (mph) 41 10 mph Pace (mph) 32-41 Percent in Pace 68 Posted Limit (mph) 40 Y. B : ACCID,ENT'H,I. STQ, Time Period Covered (months) 36 Speed Related Accidents 1 SDeed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.58irr ' dw O R FAST _ : _ .. .: Average Daily Traffic 71941 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal 17th St. Crosswalks At 17th St., Anglin Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) D ROADWAY FACTOtS .. Length of Segment (Miles) 0.2 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E ADJACENT LAND USES Elements :School, Residntja�/Busrness ... ry RECOMMENDED SPEED LIMIT 40 MPH eD==n I WIT r_14AN[v1= No w+ - • - - • • •.• •�iTi: �: • ti •1= .: ;►;�►� .IVI 1i -,ter r►- ILI � • r r r r • r _ • • ■■ some SEMEN moons ■■■ II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ! ■ Evan ■ ■ ■ ■■ an ■■ ■■■ SEMEN ■■ ■■■ ■■ ■■■ l01131013 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ e ■ ■ ■ ■ ■ Main ■ ■ ■ ■ ■ %� ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■Basin ■■■ I. x ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ 0101100 ■■ ■■■ a MINIM MINIM a 0 ■ ■ ■ ■ ■ Mimi ■ ■ ■ 0 ■ ■ ■ ■ ■ ■ minim ■ ■ ■ ■ ■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ e■■■■ MIN MINIM ■■■I■■ �- :�■■I■■ ■■ ■■■ ■i■ ■■■ ■1■ ■■■ ■■ ■■■ �. ■■■■■ ■■■■■ ■■ ■■■ ■■ MIN ■ ■■ minim + ■ minim ■■ ■■■ ■■ ■■1■ ■■ ■1811 ■■ ■■I■ ■■ ■■■ ■■ ■■■ ■minimMenlo ■■■ ■■ ■■I■ -:;,�-� ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ minim MINIM■Mani ■ Elm ■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■1■ ■■■ ■■■■■ ■ Mimi ■■ Missal MI ■■Masi ■ ■■■ ■■VW, ,: ;�■■�■ Oslo P- N r1rr%� a misim at MINIM Aminiffololminj I 1 rA r7l. ■ ■■ ■■■ ■■ ■■■ 0 minim ■■ mini ml -a mining Biel Elul mominfal at 0 EININIM in elm ■ ■■■ minim ofm■■ ■■■ Simon a a ■■ MINIM Bonn ■■■■■ ■■■■■ ■■■■■ on 111111111111010 on ONE ME ::rf■■ ■■■■■ ■■■■■ Mtn ■■■ ■■■■i■ r1a at Elm mines 6 at --117■3■■■■monist■■■ ■■■■man a ■■■■ ■■■■■ ■■■181■ ■■■■■ iff MIN a signals minim minimum ESSISIES ILL, Elm NOMIN 0 MEIN missal .■■ ■■ ■■masts a misiwnimim■■ on Emento Ole 0 Elm mint■■! ■■ ■■ was ■ ■■■ ■■ ■■■ " �.� ■■■ Wool ■■ ■■ ■■■ ■■ ■■■ E::�;:. �� c�■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ tr a_ E .. '' ■ ■ m ■ ■ ■ ■ ■ ■ e ■ ■ ■ ■ e ■ ■ ■ ■ •� t �- C1 _ 1 _ -:7 ., r� L. -JOIN ■ ■ ■ ■ ■ ■ ■ ■ e ■ 001111010 out Olson . ■ ■■■ ■■ ■■■ ■■ ■■■ Eel■■■ ■■ ■■■ ►�I� 1.i ■■ ■■■ ■■ ■■■ ■■ ■■mania MINIM Li Masi minim minim M ■■■■■ ■■ minim !■ ■■■ ■■ ■■■ ■■ ■■ ■■■ ■■ MINIM ■■ ■■■ ■■ ■■1■ Bills ■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 0 111101MIN 11C li. .81012 Ennis minim ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ MINIM a 0 minim minim minim Elm 0 ■■■ ■■ ■■■ ■■ ■■■ ■ mini ■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■■■ XIMINGtotal ■■Mani Elul ■■ ■■ ■■masts ■■■ ' ■■ ■0114slof ■■■ ■■t■■■ ■i■ ■■■ ml No ■■ of 1111111141111110111110104101 MNI at moulul ■■ Mani ■ ■■■ 1 ■■■■■ ■■■■■ 3001■■ s■■■I■ ■I■■1■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ Bills ■■ ■■■■■ 81010151041010 minim ■■ ■■■ ■■ minions■ ■■■ MINIM■e ■■ ■■■ Olson 8 N - ■■■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ aim x ■■■■■ ■■■■■ ■1■a■■ ■■■■t■ ■■■■■ ■■ minim ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■ NNIS � ■■■■■ ■1■■■■ MIN minim ■■■■■ 01 mining ■■■■I■ ■■■■1■ ■1■ ■1■semi ■ utmost 0 WE■ minim ■■ ■■■ ■■ minim ■■ ■■i■ ■■ ■■t■ 01 ■i■ Bill ■ ■ ■ 11111111041111111 ■1■1■ 01046101341111111 ■1■i■ ■ ■ ■I■i■ ■1■ ■1■I■ ■1■ ■ ■I■ ■ ■ ■ ■t■ ■i■ ■1■i■ ■ MINI■ ■1mlNtml■ ■I■ MINIMMIKIN mists ■1■ ■1■ ■ also ■ ■I■ ■I■ ■ -Nino we MINI■ N ■ ■ ■ ■ ml■ MINI■ ■I■ 5101140101810124 ■ ■ ■181■ et■ ■ ■t■ ■ ■ mini 0 ■ ■1■ ■181■ ■1■ ■ ■ ■ ■ ■ ■tet■ ■Iel■Ier■ ■Im101■Ie ■1■ ► ■1■ ■IMI■ ■I■ ■101■ ■1i1■■I■ eiminim 1■ ■I■ ■ ■I■ ■I■ ■ 513 ■ ■ mini ■ ■ ■ ■ ■1Miami ■ Mimi ■ ■181■ mil HINIVENNI11110101■ 14f ■I■ 11■ ■ ■I■ ■1st■ ■1■1■I■iM ■let■ mi mignialMINl■1111WEIat■Iml■ ■ ■ ■1■ monist Mimi ■ .1 ■i■ ■ ■t■ MINI■ ■ ■ ■t■ ■IMINgEl MINI ■1■ ■1■ltiEl■ .1..MIMI EvEnt■ ■t■l■ al mi mislaid it alumni M ■ al ■ ■ ■1■ mi Nicol■t■I■t■ ■I■IM1■lm of ■i■ ■ I1■ ■101■ ■I■ MINIown' ■1■ ■1810 -- 0 000 a0a ao 00 o0oe 000 000 00 000 lmmommoommoommom MONO NEON womom immummmmmmmmmmmmmmmmmmmmmmmmo loommommummmmmmmmmmmmMMMMMMME J000000000MoMMoMMMMMMMMMMMMM■ l00000000000mm0mmmmmmMMMMMMM■ lmmmmmmmmmmmmmmmmmmmmMMMMMMME lmmmmmmmmmmmmummmmmmmmmmommom loommoommoommummmommommmomomm immmommoommmmommmmmmmmmmmmmmo CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form e y Truck Traffic Yes On -Street Parking Yes Other (Specify) R0ADWA* FACTOR Street: Prospect Ave Location: 17th Street-Ama anset Wy No. 83 Field Review By: RSM Checked By: Josh McDonald Time:2:30pm-3:20pm A PREVAILING SPEED,DATA Location of Survey None S/O Orangetree Lateral Visibility Date of Radar Sample 2/25/2004 Surface Condition Good 85th Percentile (mph) 45 YesNes 10 mph Pace (mph) Street Lighting 38-47 Percent in Pace Light 76 LAND USES E ADJACENT _ _ __. i ntEa1 commerciat school 2t31'�e . aes de Posted Limit (mph) 40 MPH 40 - HISTORY :. B� ACCLDENT: _ Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 0.72 .: TO RS RAFFIC. Average Daily Traffic 109144 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal 17th St. Crosswalks At 17th St/Amaganset, school crossing P des trian/Bic cles Yes/Yes e y Truck Traffic Yes On -Street Parking Yes Other (Specify) R0ADWA* FACTOR SPFFn LIMIT.CHANGE No Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Light LAND USES E ADJACENT _ _ __. i ntEa1 commerciat school 2t31'�e . aes de RECOMMENDED SPEED LIMIT 40 MPH SPFFn LIMIT.CHANGE No .1 1111 1111■ 1111 1111■ ■■ ■■■ 1111111II111■ ■v■ 111111■ 1111■■■ ■■11EN ■■■11111 11■ ■■ 1111■ 1111 ■■■ 111111■ 1111 1111■ 11m ■1111 ■■ 1111■ ■e 1111■ ■■ 11110 1111 1111■ 11111111■ 11111111■ 1111 1111■ 1111 1111■ 11N 1111■ 1111 minim 1111 1111■ 1111 1111■ Intel-■■ ■I■ 1111■ r:■■■■ 1111■■■ Mimi on on on 1111■■■ �'� 1111■ ■■ ■1111 1111 11011 Ennis ■■ ■1111 '.■ 1111■ ■■ 1111■ ■■ 1111■ 1111 1111■ 1111 01111 1111 1111■ 1111 1111■ 1111 11110 0■ 1111■ 1111 1111■ 1111Innis Ralston minions 1111 1111■ 1111 1111■ :;■ minim ■■ 1111■ 1111 1111■ ■MINIM - Boeing 111111111 a a ■ minim ■ 1111 minim 1111■■■ ■■ ■1111 minions NAMES 110 ■1111 1111■■0 a 01111 1111 1111■ ■ minis ■ 1111 ■1111 1111■ 0 ■■■ 1111 1111■ 1111 1111■ Els ■ 01NEI 0 1111■ SEEMS 11s 1111■ ■■ ■■■ �.�. 11110 11111111111111m animism 1111 ■■t■ 1111 1111■ .::j .1111■■ ■ Mtn 1111 11u 1111■ an 1111■ ■■1100 1111■■■ 1111■■■ .,, 1111 1111■ .,.. .... ■ 1111■ 1111 1111■ 1111 1111■ ;■ 1111■ ■ min ■■ 1111 1111■ 11Nis no i. `; ■ 1111■ 1111 1111■ ■■ 1111■ ■ win ■■ .11..11 1111 ■■■ soloists MEMO, t'i'• :-; .■ 1111■ 1111 1111■ 1111 11110 1111 1111■ ��.... ..... .. ■NINON■ 1111■ .11.11■ minim ..... ■s ■■■ 0 minim- ■■ ■■■ °..1.■ .11..11 1111 1111■ ■■ 1111■ ..... :....■ ■■ Elwin 9 ■■■ ■■ 1111■ .■ ■■■ r i ■ i ■ ■ ■ ■ minim ■ ■ Elwin ■ ■ minim ■ M ■ ■ ■ 9■■ 11N111010601010 mlm1111 minim Nis U 111 11111111■ 1111 ■glass 0 1111■ 1111 1111■ ■■■■■ lolling 1111■■■ on minim ■i■ 1111■ x 3111131 1111030 1111■■■ min MINIM as min ■■ mini ■ ■I■■■■ 1111■■t■ 1111■■■ ■1111■■ ■t■ el■I■ 11!11 ■I■ ■ ■I■ ■ ■1■ ■I■ ■IMI■ ■ ■ ■ ■1■ ■I■ ■Iei■ ■I■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ minim EnjoinI■ j ■I■ ■ ■1■ ■!■ ■I■ ■ sjulainional al ■1■I■ ■I■ ■ ■ ■ �� ■ 01111111114310 ■ ■ ■ 111101110 M ■ ■ ■ ■I■ ■i■ ■ ■I■ 11!11 mlil■ ■I■ i!■ ■ ■1■ ■1111■ ■I■ minim in ■Int■ i R . i ■ ■ ■111111 ■1■ ■ ■ ■ ■I■ 01-111 Mni P101 1111141111 o ■ ■ ■ ■I■ ■IMI■ ■ ■ ■Int■ ■t■lot-alumni MINIMMINIM a along am a minim an a so ONEM 'a a Rosin imi MINE on 0 memo women a Elwin '10 no an win 0 ■■0■■0■ Malcolm No ■■■ISI■ Names 1111! minim slolmlolm RONNIE minim 0 minim no N Vold -now aninten 0 0 a a 0 Naomi 0 Olson mind MINIM ofad 2 �II QaQ: � �IIaQLT means 08 0 metals a MINIM= a I onto min onfol INFO on aIIQOQu 1313MOOD:1313 130[1 a [1 QQQC, 0000[10IIOOil QQ 130rr [3131313[l 00 12[2[1 OQQ 01201111 1313130[1 Qua y AR�Q au00[1 1313 OQ QIIQarr Qum a13aaCL aaaIIu MIME 09QIIil OIIQ � Q��� 1211131311 � (31a(31a QIILL. QLIII mOLr QQ 1313 13013 aQ00u: 130 aQrt Q 1313131313 13IIQM 13001313 �QaaQ 1313131313 QII aIIat� JEC131311 Q Q0Q OuaQQ 131313013a0a11 13r113aaQa� QuaOrr ■■■ MEMOIR 11■ 11■■ MINOR 1111 ■■ 1111■ 1111■ 1111 ■■■ ■■ 1111■ ■■ 1111■ 0111111111111111 1111■ goings an 1111■ ■i■ 1111■ Nino in 1111■ ■ Mon ■■ 1111 1111■ 1111 1111■ 1111 1111■ ;in 11s 1111■ Rimini 11■ ■1■ minim 11111111■ ■ ■I■ ■ 0 a 11101111111111minI■ MINIminim ■ ■ ■i■i■ ■ ■Iman III ■ ■I■ ■ ■ ■I■I■ ■I■ ■ 11!11 ■ ■ ■I■I■ 114 ■ ■I■ ■ ■ ■ ■Imania ■ ■t■ minim ■I■ ■ ■ ■ 131■ ■I■ ■ ■t■ ■ ®I■ ■I■ ■ ■I■ ■ NI■ ■I■ N ■ ■ ■1■ M ■t■ ■I■�■�■I■ ■I■ ■1111■ ■1■ ■t■1■ ■i■ ■ NI■ TQTAL SPS ZpNE Sti t ey iC 00(Sr.NAMIa s o L �s crtaN WN. wE�IT� ' �'� ��s r P Y Ct0UD1r 01r POG RAq� OR anmt IS _ NAMON P01M'C IC �., SAES UWr . � ,r1�J� ,= y l J� — (EXPLAIN IF � ROAO CONpmp�, FQ PPOWaT�i A ►TEOF OBSERVATICNS- a / ac!rg AAE PARS P ALSO NCMIFCLCOW 4.? AR?WW,.MVIL.Y USIM ORW�. OFOBSERVATION,, � DATA CaIZ-=CN Z ; �` TRAVE.TO SITE .• T a _ ; z o �31UW- HIG , 3 0■S7RUCnCW A ' ' "CTM SPEC A& / oA ; SE AEN TLeIGTH, EM H ROADWAY . HIl1,S. CURVES til .z r 1TL8VC,"i�} � TOTAL , - NUMBM OF LANES �.. . (THIS CIRECTIONj 2 (OPP0WM DIRE, CN) Z - ' TOTAL BOTH DIRECTIONS 5'rR�'T1M M CURB TO CURB . _ � � "c `7 ( � 1 �- • DATA COLL,EC770N � . �iOp cno DE3lE.�OP • R O INOUSiTRIAL. .1 1111 1111■ 1111 1111■ ■■ ■■■ 1111111II111■ ■v■ 111111■ 1111■■■ ■■11EN ■■■11111 11■ ■■ 1111■ 1111 ■■■ 111111■ 1111 1111■ 11m ■1111 ■■ 1111■ ■e 1111■ ■■ 11110 1111 1111■ 11111111■ 11111111■ 1111 1111■ 1111 1111■ 11N 1111■ 1111 minim 1111 1111■ 1111 1111■ Intel-■■ ■I■ 1111■ r:■■■■ 1111■■■ Mimi on on on 1111■■■ �'� 1111■ ■■ ■1111 1111 11011 Ennis ■■ ■1111 '.■ 1111■ ■■ 1111■ ■■ 1111■ 1111 1111■ 1111 01111 1111 1111■ 1111 1111■ 1111 11110 0■ 1111■ 1111 1111■ 1111Innis Ralston minions 1111 1111■ 1111 1111■ :;■ minim ■■ 1111■ 1111 1111■ ■MINIM - Boeing 111111111 a a ■ minim ■ 1111 minim 1111■■■ ■■ ■1111 minions NAMES 110 ■1111 1111■■0 a 01111 1111 1111■ ■ minis ■ 1111 ■1111 1111■ 0 ■■■ 1111 1111■ 1111 1111■ Els ■ 01NEI 0 1111■ SEEMS 11s 1111■ ■■ ■■■ �.�. 11110 11111111111111m animism 1111 ■■t■ 1111 1111■ .::j .1111■■ ■ Mtn 1111 11u 1111■ an 1111■ ■■1100 1111■■■ 1111■■■ .,, 1111 1111■ .,.. .... ■ 1111■ 1111 1111■ 1111 1111■ ;■ 1111■ ■ min ■■ 1111 1111■ 11Nis no i. `; ■ 1111■ 1111 1111■ ■■ 1111■ ■ win ■■ .11..11 1111 ■■■ soloists MEMO, t'i'• :-; .■ 1111■ 1111 1111■ 1111 11110 1111 1111■ ��.... ..... .. ■NINON■ 1111■ .11.11■ minim ..... ■s ■■■ 0 minim- ■■ ■■■ °..1.■ .11..11 1111 1111■ ■■ 1111■ ..... :....■ ■■ Elwin 9 ■■■ ■■ 1111■ .■ ■■■ r i ■ i ■ ■ ■ ■ minim ■ ■ Elwin ■ ■ minim ■ M ■ ■ ■ 9■■ 11N111010601010 mlm1111 minim Nis U 111 11111111■ 1111 ■glass 0 1111■ 1111 1111■ ■■■■■ lolling 1111■■■ on minim ■i■ 1111■ x 3111131 1111030 1111■■■ min MINIM as min ■■ mini ■ ■I■■■■ 1111■■t■ 1111■■■ ■1111■■ ■t■ el■I■ 11!11 ■I■ ■ ■I■ ■ ■1■ ■I■ ■IMI■ ■ ■ ■ ■1■ ■I■ ■Iei■ ■I■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ minim EnjoinI■ j ■I■ ■ ■1■ ■!■ ■I■ ■ sjulainional al ■1■I■ ■I■ ■ ■ ■ �� ■ 01111111114310 ■ ■ ■ 111101110 M ■ ■ ■ ■I■ ■i■ ■ ■I■ 11!11 mlil■ ■I■ i!■ ■ ■1■ ■1111■ ■I■ minim in ■Int■ i R . i ■ ■ ■111111 ■1■ ■ ■ ■ ■I■ 01-111 Mni P101 1111141111 o ■ ■ ■ ■I■ ■IMI■ ■ ■ ■Int■ ■t■lot-alumni MINIMMINIM a along am a minim an a so ONEM 'a a Rosin imi MINE on 0 memo women a Elwin '10 no an win 0 ■■0■■0■ Malcolm No ■■■ISI■ Names 1111! minim slolmlolm RONNIE minim 0 minim no N Vold -now aninten 0 0 a a 0 Naomi 0 Olson mind MINIM ofad 2 �II QaQ: � �IIaQLT means 08 0 metals a MINIM= a I onto min onfol INFO on aIIQOQu 1313MOOD:1313 130[1 a [1 QQQC, 0000[10IIOOil QQ 130rr [3131313[l 00 12[2[1 OQQ 01201111 1313130[1 Qua y AR�Q au00[1 1313 OQ QIIQarr Qum a13aaCL aaaIIu MIME 09QIIil OIIQ � Q��� 1211131311 � (31a(31a QIILL. QLIII mOLr QQ 1313 13013 aQ00u: 130 aQrt Q 1313131313 13IIQM 13001313 �QaaQ 1313131313 QII aIIat� JEC131311 Q Q0Q OuaQQ 131313013a0a11 13r113aaQa� QuaOrr ■■■ MEMOIR 11■ 11■■ MINOR 1111 ■■ 1111■ 1111■ 1111 ■■■ ■■ 1111■ ■■ 1111■ 0111111111111111 1111■ goings an 1111■ ■i■ 1111■ Nino in 1111■ ■ Mon ■■ 1111 1111■ 1111 1111■ 1111 1111■ ;in 11s 1111■ Rimini 11■ ■1■ minim 11111111■ ■ ■I■ ■ 0 a 11101111111111minI■ MINIminim ■ ■ ■i■i■ ■ ■Iman III ■ ■I■ ■ ■ ■I■I■ ■I■ ■ 11!11 ■ ■ ■I■I■ 114 ■ ■I■ ■ ■ ■ ■Imania ■ ■t■ minim ■I■ ■ ■ ■ 131■ ■I■ ■ ■t■ ■ ®I■ ■I■ ■ ■I■ ■ NI■ ■I■ N ■ ■ ■1■ M ■t■ ■I■�■�■I■ ■I■ ■1111■ ■1■ ■t■1■ ■i■ ■ NI■ TQTAL i ■=MOONS on wwwww mossommons No Now wommommus wommommus mommoman onsommoss wommommom no���� wwwwwwwwwo loommommonal MONSOON on wwwww lowwwwwwwwo now losawwwwwas wwww No Monosson onowwwwwwom monowwwwwom Mlowwwwwwo CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Prospect Ave Location:Ama anset W -Irvine Blvd No. 84 Field Review By: RSM Checked By: Josh McDonald Time: 12:07pm-12:35pm A PREVAILING SPEED DATA ` Location of Survey N/O Westbury Date of Radar Sample 3/30/2004 85th Percentile (mph) 41 10 mph Pace (mph) 34-43 Percent in Pace 76 Posted Limit (mph) 40 .. CCIDENT: H Time Period Covered (months) 36 Speed Related Accidents Saeed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.45 TRAF . FACT. O R : Average Daily Traffic 10,144 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal Irvine Crosswalks At Benetta, Irvine Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Some red curb Other (Specify) Flashing beacon at Benetta W CTO D. AY FA .ROAD Length of Segment (Miles) 0.2 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E ADJACENT USES LAND Resfdentjal school , business RECOMMENDED SPEED LIMIT 40 MPH n�r-rmn 1 lamIT nLJ Awl^C AIA D • - • ...� 1 '016 ".0 = 3B M=9 ! , milnuisim I .1r -1■ ■1■ Elul/ ■i■ ■I■1■ ■I■ ■t■i■ ■i■ ■i■1■ ►� :1 . ■ ■I■ ■1■ Elul■ ■ ■ Elul■ ■ ■ ■1■1■ ■1■ ■i■I■ � r t ■1■ ■ ■ ■101■ ■ ■)u ■I■ ■ ■Ia ■t■ ■1■t■ ■1■ ■ ■ ■ ■l■ ■ ■ ■) ■ tU■ ■1■ ■1■1■ ■1■ ■i■1■ •j. ■ ■1■ ■ ■1■ ■1■ ■1■)■ ■ ■ ■1■1■ ■1■ ■ ■1■ r ■ ■ ■ ■1 ■ ■1 ■ ■ ■ ■� ■ ■ ■ ■1 ■ am ■I ■ wimimagoolimsto ■1■ ■1■i■ Kim ■ ■ is �. � �.1■ ■1■1■ ■ ■ ■ ■i■ ■ ■ Elul■ ■1■ ■ ■ ■ � (,dismal mintsiontin■101■ ■1■ ■ ■t■ ■ ■ minim • : r . : '. ■t ■ ■)■ u ■ ■ ■ ■ NJ Mani NJ ■101■ --innate ■1 u ■i ■ ■1■ ■I■I■ ■iElul Elm �. ■ ■ ■ ■ Elul■ ■I ■ ■1 ■ ■ III MINIMUM In ■1■ ■ ■ ■ ■t■ ■l ■ ■ ■ ■ ■ ■t■ ■1■ ■1■1■ '.1 ' r -lulu ■)■ ■ n ■1 ■ ■I■ ■ allostagetal ■ ■1■ ■t■ ■ ■1■ ■1 Elul■ ■t ■ ■1■ ■ ■ ■ ■1■ ■1■ ■101■ F! ■ ■ ■ ■ ■ ■{■ ■t■1■ 1"No RisingIn so mini M■1noel ■i■ ■ ■ ■t/1■ al SiMin mini mimismai so misimental NJ ■ ■ ■1■ ■ ■1■ ■1■mialsomis ■101■ ■1 ■1■ ■ ■ ■ ■1■ ■ ■ ■ ■)■ mini ■t■ ■lulu ■t■ Elul■ ■{Elul■ Nicol ■ ■1■i■ ■laf■ ■l■ ■1■ ■1■{■ ■i■1■ ■1■ ■1 ■101■ ■1■f■1■1■ ■1 ■ ■101■ ■i■ ■ ■I■ ■t■ Elul■ ■i■ ■1■L■ ■I■ ■1■1■ ■)■ ■1■i■ i �i■ ■ ■1■ ■1■ Elul■ ■1■ mini ■ ■ ■ ■I■1■ olmilmloluit el■1■t■1■ ■t■ Elul■ ■1■ slut■ ■I■1■I■1■ ■1■ ■1■I■ ■{Elul■i■ ■1■1■1■t■ mingol at mogul■f■1■1■ minis1■1■ ■t■ ■1■l■ ■t■t■101■ ■1■!■1■t■ ■{■flit ■1■ ■{Elul■i■ G ■1■ ■tui■ ■t■t■1■1■ ■t■i■1■1■ ■t■f■1■1■ ■I■f■1■i■ T ■1■ ■luta ■1■1■1■1■ ■1■1■t■t■ ■tassistaiGoing/1■I■ ■t■1■I■t■ ■i01■1■t■ ■1■!■1■I■ fil■f■1■1■ misimInlaiN ■1■1■I■1■ ■1■ ■1■I■ ■t■1■t■t■ ■I■f■1■1■ ■1■fill■t■ � mini ■1■1■ ■1/101 mintsinital■f■1■1■ • ■1■ ■I■1■ ■1■tutu{■ /1■1■i■i■ ■i■ ■1■1■ ■i■f■i■1■ ����� "s•aL����i' i M WNW MOWN NOE 0 M M mm MOWN ONNO mm 0 mom EMEMEEMM Now WNW MEN NNE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form IDStreet: Prosipect Ave Location: Irvine Blvd -First St _..... _ _._... o... C Kn Checked By: Josh McDonald ReidReview Dy. 109451 A: PREVAILING SPEED DATA 4 Lanes Total -Double Yellow Line Lane Configuration Location of Survey Traffic Controls S/O Lockwood Crosswalks Date of Radar Sample Pedestrian/Bicycles 4/6/2004 Truck Traffic (mph) k. 34 KE:-::AD:,JACENT LAND USES F85thPercentile Pace (mph)24-33 RECOMMENDED SPEED LIMIT 30 MPH ��W"rft .....T &-UMr%11= in Pace35 77 Posted Limit (mph) B: ACCIDENT HISTORY 1 Time Period Covered (months) 36 Speed Related Accidents 2 _Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 1.17 IC -0 TRAFFIC FACTOR Average Daily Traffic 109451 Vertical Curve 4 Lanes Total -Double Yellow Line Lane Configuration None Traffic Controls Signal Irvine, First Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes k. No parking any time On -Street Par ing Other (Specify) • ROADWAY FACTORS D: Length of Segment (Miles) 0.15 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light KE:-::AD:,JACENT LAND USES Residential (non -fronting), business RECOMMENDED SPEED LIMIT 30 MPH ��W"rft .....T &-UMr%11= Yes No. 85 Time: 11:30am-12:11 pm flff� - �q �= - - I - -r •��_ _, tr..• - . M tl■1■l■1■ ■1■1 ■1 ■1■ ■1■1■1■1■ i� L� almloininignislal■1■ NI mini Miami ■1■ ■i■1■ ■1■1■1■t■ ■1■ ■1■1■ nn51■1Nicol ■ NI MI Miami■ at 1111- E143 ■1 11111!■ ■1■1■1■I■ n■ ■1■1■''. ■1■ ■linMismilissiminislaw1■ slutalmil■ ■!■1■ 11!111 n■I■t■1■ 111111/1111■ ►, U1001111111111 ■1■ ntist 0490101■t■I■ n � ■t ■in■ lininsimixemlm4mlmlm r n ■1111■ 11111 ■1111■ ■t■ ■1111■ ■t■1■i■t■ Mimi Mimi ■ 111.1.1/1■ n■1■1■inn■t■1■t at MIN ■1■ 11151 11111 1141 ■111151111■ ■1111111111■ n ■1■t■ L� tl■ 0151■ tt■ ■151■ 5111151111■ slutalmil■ ■1Elul aim lull ■1■1■ t!■ ■tm 5111tniat at ■1■1■■t■1111111■ .I ■{■I■ n 5151■ 51 x151■ 111■ ■I■1■ ■1111111/1■ K 1111 ■151■ 111■ ■1■i ■t■ ■t■I■ ■1 ■1■1■ ■1 ■ /1■ oil 1111111§141111 ■1 ■I■ 51■ ■t■t■ ■t/1■1 ■1 ■ ■1■1■1■i■ i ' ■{ ■151■ tt ■1■1■ ■1■!■1■1■ 111■ ■1■1■ n■�■1111■ 111111 111111111014 mini in 01MIGME1 51■1■ minininingantalmilum C� min 0101§11,31010 SIM 51■ ■t■1■ a, mosininginislaint 111■ Elul imaidal■1■t■t■ t ■1■ ■1111■ 11111 ■1111■ ■111151111■ ■t■ mi MI MMIMIMIMI■lm �'� ■1■ ■111111 ■11111{51■ ■1■ ■I11t■ ■1/151/1■ ■1/1111■f■ ■111101x1■ ■111111151■ mini ■1■►■ NI Mimi nionamistai■in tt1111110t■ 81311151M ■t■151111MINI ■ ol 01001mint■1■1■ 1!31111x1■ ■1■ ■t■1■ almicialsignini111111■ ■t■111t■laLA ■t01tt81014111111t■i■ sial mini 014al■/■t/I■ NI Mimi MI Nil u tlat slainsawal111■15 aimil mini 814al■/61111■ ■tat■tmin E tlmini 31■ mint mini M14stal■iniagent 0 ■1/1111111■ :: ■►Mimi 1110 SINI mini niquisit5i■la ■l at at at winloluiiio ■1x11111►■ ■1111 x1111 ■ ■t ■1 mision4lit at ■J min at as at at Not am -• ■1atat■t■ atatatat■ ■t■tat■f5 ■1■t■tat■ 110111111111111111111r r :+ 11x1111111■ ■111x1111■ 111111x1111■ ■t■1Elul m ■1/t11t■IM • mini ltol■ 5111 at at siglusitst51■ ■1111111111■ ■1■tat■1■ ; to o o m o M M O M© O M M ©© M M M M M M M M M M IMMMMMMMMM©mmm©©mmmmmmmmmmmmm lm m m m m m m m m© m m m ©© m m M© m m m m m m m m m, IMMMMMMMMM©MMM©®MMM©MMMMMMMME IM M M M M M M© M© M M M ©©©M ©© M M M M M M M M E Immmommommo©mommomaommommmmm■ immmmmmmmmm©m©m©mmmmmMMMMMMM■ IMMMMMMMMME©M©©©MMMMMMMMMMMME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: -Prospect Ave Field Review By: RSM Location: First St -Main St No. 86 Checked By: Josh McDonald Time: 12:15pm-12:55pm A: PREVAILING SPEED DATA 2 Lanes Total -Double Yellow Line Location of Survey N/O 2nd Date of Radar Sample 4/6/2004 85th Percentile ,(mph) 33 Yes Yes Heavy parking Yes 10 mph Pace (mph) 25-34 E: ADJACENT LAND USES Percent in Pace 84 25 MPH Posted Limit (mph) 25 B: ACCIDENT HIST RY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate 0.00 Annual (Acc/year) Accidents/MVM 0.00 C TRAFFIC FACTORS D• -ROADWAY FACTORS Length of Segment (Miles) Average Daily Traffic Lane Configuration Traffic Controls Crosswalks 41204 2 Lanes Total -Double Yellow Line Signal First, Stop Main, 2nd, 3rd At First, Main, 3rd Pedestrian/Bicycles Yes/Yes Surface Condition Truck Traffic On -Street Parking Other (Specify) Yes Yes Heavy parking D• -ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT LAND USES Residential (fronting), business RECOMMENDED SPEED LIMIT 25 MPH C%o�cn 11Re1T ruAKtr= Nn ■1■1 ■1 ■i 11■ ■1■I■ ■1■ ■I■1■ ■1■ ■1■{■ ■t■ ■I ml■ ■i■ ■I■i■ l■1■ ■1■ ■Iml■ ■1■ 01■I■ ■1■LOtEl Miami■1■I■i■ � :■ ■1■t■ ■1■ mini■ ■1■ ■1■t■ ■t■Inial■ ■1 ■l al■1■ i 1' of l : l l : l malmlot MINIONIMINI alai onegingsi NI Not .1015601 goal mi■ ■talm{■1■ ■I■1■1■1■ al■ ■Iml■ ::1: l■ ■1■ ■1■i■ ■lnlaial■ ■IMINI ■1■ ■1■ ■!■1■ !. Ir. ' 1 ! in■t■ ■t■i■ ■1■ ■1■1■ ml■i■t■1■ ;:l` 1.:1111■ ■1■ ■1■I■ ■tat■t■1■ ■iooatmin ■1■/■I■1■ 'i ' MINININININISO ■IMI ■1■1■1■1■ ■1■1■1�1■ ..1"1111Ol■ s 010160101111111111111 ■1■ ■1111■ ■t■1■1■I■ ::t■ No ■1■I■ ■1■ ■1■I■ ■i■ ■1■1■■ :'.I:-. 1 .1■ ■1■ mini■ ■1■ ■Inl■ ■!■1m1m1■ ■1■ ■I�Im■ :1►. ,'1■I■ ■1■ mialmsolut MINI s ol 111tolul Miami■/■Imlm■ �:1■ ■i■t■ ■t■ ■1■I■ ■lata!■1■ mintalmingtolms■I■1■I !■ Mimi Miami aMimi ■ almint MIN ■1■ ■!■{■ ml■ ■1■!■1 ■t■ ■1510al■ NIMINIGNINI minim mint minintiffialooliminjoij ■I■ ■I■I■ ■1■ ■t■1■ ■t■ ■Int■ ■1■ al■1■ ■1■ ■1■1■1 ■1■ mini ■ ■1■ ■lal■ ■l■1at■IN mint mini ■ ■1■1■1■i■I ■1■ ■t■t■ ■t■ slulsidaintat■1■ ■t■ mint steel ■i■Ialul mi■ ■1■1■ mt■ ■I■1■ mi■I■ aluilmINISIGNINJOI■i■1 ■I■ at minewat mini ■ ■1■tat■I■ ml■ ■tm1■ mt■1m1■1■' ■I■ 11211■1■ ml NJ mossimp■1■I■ ■1Q ■i■1■ ■i■i■i■1■ ■1■ ■1■1■ ■1■ mini■ ■1■tatai■ ■1■1■lat■ ■I■1■I■t■ ■1■ mini■ ■{■ mini■ a1■t■tal■ ■1■1■1■t■ ■I■1■1■1■ ■I■ ■lal■ ■1■ ■1missal Elul ■1■ at■ ■1m1■ ■1■/■1■I■ mint ntal■ ■I■ ■t■1■ ■{minimi■ ■t■1■i■I■ ■1■Iml■I■ ■{■ mini■ /lalai■t■ ■ta mint■ ■t■latai■ ■1 ■1■1■IN ' ■1■i■lat■ ■1■ mini■ ■ialni■1■ at■ta1■1■ ■1■/■1m11 1 ■I■ mint■ ■lalmininginiol■la1■ wimininisidaintalmil Bill at01■ ■101 a1 M1■ ■1■lnl■1■ ■I■1■141■■I�1�1■11 mint ■I■1■ ■Imt■I■1■ ■i■t■1ai■ ■l■1■1■1■■lmlml■{I C ■Iain{ml■ ■t■ ■tml■ ■t■IQ{■Is ■1 mini ■t 0,12101 ■I■1 RINI KININION101a{■1■ alut mogul slat all End atofNJ■i '- ■Iot�l�1■ ■l al■lal� ata!■lala ■Itilfit�lia mt1�1�1■i =� ■t■1■tnl■ ■lainlat■ mini ■tat■ ul at NJ NJ RE42131st ml T ■tslat /i■ ■1■lalata ■►al■t111a atal■tata e{0lalai mini minl■ ■minim!■ mininining4m,alalato ■latata ■{■Imtst■ ■tnl■tal■ 51481 Elul olmnl■lmla :1 mini mint■ sinini minedgialatato ■latatmin almtala • mint ■1■t■ ■tal■lata ■1■ia{at■ ■l atalmin Limfuls ti. w�������w w�wtt•Iwl>s ■1>l101�1■ ■101 1WINEdulatmi l •L i.l�a._•_•IZe�ji.l�.i�a •1 Fes'• 0.9 via. • . •� _fit -;7 :I 0" Await., 2,Y •) I 1 r •I �_J1►+� I l mal+ -I =201101 0 0 a 0 a 0 a 00 a 00 ao Boa voo as 000 ONE ,.....00.00000000.U.......... ,.....00.00000000.o.......... ■■■■■■■■■■■■■■■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Red Hill Ave Location:lrvine Blvd -Bryan Ave No. 87 Field Review By: RSM Checked By: Josh McDonald Time:9:15am-10:04am A PREVAILING SPEED DATA Location of Survey S/O Kalua Date of Radar Sample 2/27/2004 85th Percentile (mph) 47 10 mph Pace (mph) 35-44 Percent in Pace 69 Posted Limit (mph) 40 8`,, ACCIDENT. HISTORY Time Period Covered (months) 36 Speed Related Accidents 7 Saeed Related Accident Rate Annual (Acc/year) 2.33 Accidents/MVM 0.66 C: RS : TRAFF IC FACTO Average Daily Traffic 19,494 Lane Configuration 4 Lanes Total -Raised Median/DBL Yellow Traffic Controls Signal Irvine, Bryan Crosswalks At Irvine, Olwyn, Bryan Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking Yes Other (Specify) D ROADWAY FA CTOR Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E ADJACENT. LAND USES Church, residential (non-frontm school zone. _ 9 RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No VM .0 4 1p%J AL majolols 1 i.IIIll1IIIllIIs IlIol11e1lI1lmIlt1n- MlliINiNIIiilE 0 lili1a-- 0 Ili11IlIi�i1- 0011lIli1l110 miI1nil1I1in 0MNMN Olson MOMMN MERSN Em 01111 IMINNM 1111INa 0 a 110nEm 11NGE0 sojoos 1111 MEn 1111 mnm 1111IMNM Em 1111 1111■ 1111 1111■ 1111 ■■I■ 1111 mn mn msfoom 210100owe■ I0slosoufamm Osona 1810M■ oviloessommmess mnm Elm MNM nMINMN 1111 11E0 mn nolodom ■111000 00000 00aoownma00 mamms .1mistomown ER01 E 00t11110gg 4 I / 313 11301312 E1013 - QIIQIIII IM13 1311121311 i2� 31- 130121212 1213121211 13II1212[r 00 13011 121113EIII wepp- 32. 11013 [30000: GOMM 13121313EI as1313� 0 31 [3[1 1311[1 MCI (31113 13EI13 121211130. 7- 34- NjjE2[2[L QII 131311 (21213 Q0. QII1Z 0121212[l 35 all EffifFE1300: 130.121211 120 Oars 13012011EIII 36- 1313131311 13[1130EI QO 131311 00212013 3T NJ[ REEF aff-111311 12CIE312U as 121312; [2000[1 33 1561111 131301311 [3121313[l 131][11312 1212131311 ep 39 KHREIR 91:1 12130: .[M[20[1 130121312 1212 12012 OREcnoN TOTAL 02131M [1110017 r112131313 121213 11 ME212130. 1301311[1 [=777T 13QIIQCI 1712[313Er 171313U 12001311 0 call COME1 - 131311 121313 131312 MCI QIIQ 131213007 coca coo 11 i ° 12131312" 1312131312 z � a0a� QQ 131312 J1911130. 121213 Iff REIF R12121212 SEEM* Kao a Jc 51111MIL 131113= AW a a minim u(SIMIN min an Moslem ■ ENNIS ■on ■ on , Ell one ENNIS 0 1111■ Elm ",a min 0 MINES 0 Minim 0 Inago 11210 minualm minim *I1111I111I1111ii1iN ii1li1111 Il1imilalllImi snf iu 411111N 105amanaMsosmsum mnm l Ellm -10001 mn00611mnm 0minaa SgInas 010 mnismowso mns MNIMEm Em 010mini s mnm OsonMN mn oI i d I i 1111■ 1111 0 Mason 510111l11lvallsim NINON min all 0 minim 011101111111115 minim mines min min Elmisisladmin .1010101043151M MIMONIMIN Nis 1111 1111■ 1111 1111■ stalls- a mileallm Klein RINIMIM11144013 0101814 olsolm 1■ 0 min 0 most MINGNIMIMI Elmo In minim 01§181518*01 mini 01314 LANIMI I! a! Begin! all ELM54-■ M-■(M-MIEWRIE SEEMS■in I LM women Emloolm 0 a I minis a 0 0 0 a ■ 0101010110.11..11 1 ii 1111 ONE NEESE on MINIM m 10 0 0 0 a MERINO on minim 0 0 0 0 M min man 11a minis MENEM ONION 0100,010 a 0 0 a 0 Smajolm a u(NINIM ENRON 0 a minim a 0 minim 1111 0 E a a 1111111l11im 0 a MINIM ON MEIN 0 a a 0 a min min a 01MIMMIN 0 a 0 0 1 min a Elm an mumnalm solo Stmisim a am EMMUNIM solo Belgian 0 0 0 a �numin I Mtn I- Mullin■ NEESE oto am a ■1111 MENEM NEESE MIN ME 0■a ON 0 min 0111 1101■ now MENEM a a MINI NEESE WOMEN so 1.11 1 11, -1 a A . A T,� - -. I MIN MINIM a 101111110110 minis MING 1 ,Monte 0 0 0 MIN a a minim MINIM 0 8 :,memo Mason solumlo NE SURVEY 771 C CH (Sr. NAU9 !,.10101001 a Maintain Elm Nixon MING SLDW- CLOU13Y PARTLY a KMY MOSTLY a=[)y WC6 RAN 014 ism;re v / z?A**)-yo44,op PGOSURPACF-DWONCTHIM RECnom 11 — .000� (EXPLAW IFCrr*M IS VATM P=r RQW-CCM"G* - GOOD FAW POW 1w IS 0 Uwr d/ &l MW - ALSO NarEIPMEIM- PAIFUC3,0144MEErPARIKING. HEAVLY USE13 C3RWM Mr. OF OBSERVATIONS. I /Co) y AIM. H024 WE OF 00 3 EMAMONM DATA C13A.ECTIC1r OBSIR U! 166; 1 l0MAFFECnNG WEE) AS: TREES. SHRUBS VISAS UT MLLS. CURVES noulainioninin MI Menial MINI mdmlsmj mi meml MINIMI 0 TRAVELTO ROAOWAY sr=G&4ENrLEmGTi4 05 Lam ; E31MENT U34GTH, EM. (M umn7s) TarAL --5.1a4c INUMBER OF LANES MS DIRECTION) fm OMMENro t- 7A*4 oN, Frv) -r,4,/ (0PPW1 I E DIRECTION) Cz: OWN TMALSOTH C31REC I IONS- .;TMEErWU3TH cuRs TO CURB (Fr) OATA CCLLECnON MEMW 0EVELOPSAENT: RESH INDUSTRIAL COMMERCIAL VM .0 4 1p%J AL majolols 1 i.IIIll1IIIllIIs IlIol11e1lI1lmIlt1n- MlliINiNIIiilE 0 lili1a-- 0 Ili11IlIi�i1- 0011lIli1l110 miI1nil1I1in 0MNMN Olson MOMMN MERSN Em 01111 IMINNM 1111INa 0 a 110nEm 11NGE0 sojoos 1111 MEn 1111 mnm 1111IMNM Em 1111 1111■ 1111 1111■ 1111 ■■I■ 1111 mn mn msfoom 210100owe■ I0slosoufamm Osona 1810M■ oviloessommmess mnm Elm MNM nMINMN 1111 11E0 mn nolodom ■111000 00000 00aoownma00 mamms .1mistomown ER01 E 00t11110gg 4 I / 313 11301312 E1013 - QIIQIIII IM13 1311121311 i2� 31- 130121212 1213121211 13II1212[r 00 13011 121113EIII wepp- 32. 11013 [30000: GOMM 13121313EI as1313� 0 31 [3[1 1311[1 MCI (31113 13EI13 121211130. 7- 34- NjjE2[2[L QII 131311 (21213 Q0. QII1Z 0121212[l 35 all EffifFE1300: 130.121211 120 Oars 13012011EIII 36- 1313131311 13[1130EI QO 131311 00212013 3T NJ[ REEF aff-111311 12CIE312U as 121312; [2000[1 33 1561111 131301311 [3121313[l 131][11312 1212131311 ep 39 KHREIR 91:1 12130: .[M[20[1 130121312 1212 12012 OREcnoN TOTAL 02131M [1110017 r112131313 121213 11 ME212130. 1301311[1 [=777T 13QIIQCI 1712[313Er 171313U 12001311 0 call COME1 - 131311 121313 131312 MCI QIIQ 131213007 coca coo 11 i ° 12131312" 1312131312 z � a0a� QQ 131312 J1911130. 121213 Iff REIF R12121212 SEEM* Kao a Jc 51111MIL 131113= AW a a minim u(SIMIN min an Moslem ■ ENNIS ■on ■ on , Ell one ENNIS 0 1111■ Elm ",a min 0 MINES 0 Minim 0 Inago 11210 minualm minim *I1111I111I1111ii1iN ii1li1111 Il1imilalllImi snf iu 411111N 105amanaMsosmsum mnm l Ellm -10001 mn00611mnm 0minaa SgInas 010 mnismowso mns MNIMEm Em 010mini s mnm OsonMN mn oI i d I i 1111■ 1111 0 Mason 510111l11lvallsim NINON min all 0 minim 011101111111115 minim mines min min Elmisisladmin .1010101043151M MIMONIMIN Nis 1111 1111■ 1111 1111■ stalls- a mileallm Klein RINIMIM11144013 0101814 olsolm 1■ 0 min 0 most MINGNIMIMI Elmo In minim 01§181518*01 mini 01314 LANIMI I! a! Begin! all ELM54-■ M-■(M-MIEWRIE SEEMS■in I LM women Emloolm 0 a I minis a 0 0 0 a ■ 0101010110.11..11 1 ii 1111 ONE NEESE on MINIM m 10 0 0 0 a MERINO on minim 0 0 0 0 M min man 11a minis MENEM ONION 0100,010 a 0 0 a 0 Smajolm a u(NINIM ENRON 0 a minim a 0 minim 1111 0 E a a 1111111l11im 0 a MINIM ON MEIN 0 a a 0 a min min a 01MIMMIN 0 a 0 0 1 min a Elm an mumnalm solo Stmisim a am EMMUNIM solo Belgian 0 0 0 a �numin I Mtn I- Mullin■ NEESE oto am a ■1111 MENEM NEESE MIN ME 0■a ON 0 min 0111 1101■ now MENEM a a MINI NEESE WOMEN so TOTAL. 1.11 1 11, -1 a A . A T,� - -. I MIN MINIM a 101111110110 minis MING 1 ,Monte 0 0 0 MIN a a minim MINIM 0 8 :,memo Mason solumlo MENEM 0 a I a a 0 ■ I■1■1110,1 !,.10101001 a Maintain Elm Nixon MING KNE BENNO soloists on 01011101043 'minis 0 a a 01 man 0 minim asinine soloists a T on Emmons minis moiling min I 011101 01,0111 .■ M s 101510 a Elm 11614mmanmmn0 a a 0 0 a MIN mantmilelminde milmlelownim 0 Elm "memo 0 a min MINNIE a Olson mislolowelsim mine I lw�ft MINIM 0 a Elm ENNIS a Mineola minis MIMIN Elmo ML,': lulm 0 0 Nis 1041101111111 1 Wannin minim 5131110014 0 MINIM a 510julmoulmis MINNEIN simin MINIMIMINIG L noulainioninin MI Menial MINI mdmlsmj mi meml MINIMI 0 minim almosin mania alulmis . Nis a alsominintsin misslaims! -101MIMIGNIN mialmoolm MIMI sisal Elm! min min �=01-10111 011 01110141W 0 MINIMIGNIN MINIM* I■ MIN OWN TOTAL. !E3E3E3!E3E30--mo:miiiiiiiiiiiiiiii CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Red Hill Ave Location:6 an Ave -EI Camino Real No. 88 Field Review By: RSM Checked By: Josh McDonald Time:10:17am-11:11am 4! PREVAILING SPEED DATA " r%r%ccr% i ianlair f%UAKIr1= Yes a tk Location of Survey 211179 N/O San Juan Lane Configuration Date of Radar Sample 2/27/2004 Signal Bryan, San Juan, EI Camino Crosswalks 85th Percentile (mph) 43 Few/Few 10 mph Pace (mph) Truck Traffic 35-44 Percent in Pace Partial 68 Other (Specify) Posted Limit (mph) D: RCADWA)( FACTORS 35 .............. . Length of Segment (Miles) B: ACCIDENT HIST. RY ....::............. Time Period Covered (months) 36 None Speed Related Accidents Lateral Visibility 16 Speed Related Accident Rate Good Sidewalk/Driveways Yes/Yes Annual (Acc/year) 5.33 Yes Accidents/MVM 1.72 C: TRAFFICFACTORS E ADJACENTLAND.USE.S. r%r%ccr% i ianlair f%UAKIr1= Yes a tk Average Daily Traffic 211179 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Bryan, San Juan, EI Camino Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking Partial Other (Specify) D: RCADWA)( FACTORS .............. . Length of Segment (Miles) 0.4 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E ADJACENTLAND.USE.S. Residential (fronting), Business/Pine Tree P RECOMMENDED SPEED LIMIT 40 MPH r%r%ccr% i ianlair f%UAKIr1= Yes a tk •, 05-1- _ • • -. i-1 w• • -- ial - r •►• .19L • — ---- -- • • _s • • Mason Names moons ■■ ■■■ no ■■■ ■■tale ■ ■■min 0 ■■■ ■■■ ■■■NONE ■■■ ■■■■ moons ■■■■ ■■■■ ■■■■■■■■ ■t■■■■■■■■■ ■■ SEE SINGLE■■ ■MINIM ■ lato■■■ ■ ■■■■■■■ ■■■ �x► ■■ ■■■ ■■■■■ ■■■ ■■ ■■■■■ on ■■1■ ■■ ■■■ ■■■■11, I ■■ ■■ ■■■ ■■■ ■■■■■ ■■■■■■■ ■■■ ■■ ■■■ ■■■1■ ■■ ■■■■■ ■■■■ Elm Elm Mtn min ■ ■■ ■■1■ ■■ ■■■ ■ ■■ ■■1■■ ■■oasis ■■■ �- ■■ ■■■ ■■ ■■1■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■■■ ■1■ ■11 ■■ ■■ ■■■ minim I Minminim is ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■MINIMS r ■■ ■■■ ■■ ■■■ ■■ minim minis w m■■ ■■■ •;■ ■■■ ■■ ■■■ 0 ■■■ ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ state ■■ ■■■ 0 minim ■1■ ■■■ of ■■■ ■■ minim ■■ ■■■ ■■ 110110.J■ ■■■ ■■ ■■■ on -minim 0 ■■■ a slots ■■ ■■■ ■i■fools ■■ ■■■ ■■ ■■■ ■■ ■■■ r ■■ ■■■ ■■ ■■■ 5 01111111100101 8 minim /■ MINIM ./.Ir ,join m ■ ■ ■ ■ ■ m MINIS ■■ ■ ■ ■ solemn •. •Y FY... �.� ■ ■ ■ ■ ■ ■ ■ ■ ■ n N ■ ■ ■ ■ ■ ■ lots ■ ■ Millais a MINIM a SEEMS :. ■■■ ■■ ■■■ ■■ ■■■ somins ■■ ■■■ 12 ,•_.:.; �"r:■ ON ■■■ ■■ ■■■ ■■ ■■■ oasis _�': •'■ ■■ ■■■ ■■ ■■■ ■■ minis ■■ ■■■ . „�:��■ ■■ a■ man■■ ■■■■■ ■■ ■■■ •11 ■m ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ . '. P- A E.■ ■■■ ■■ ■■■ moons ■■ ■■■ ;- ,minim ■■ ■■■ ■■ ■■■ �.�r' ■■■ ■■ ■■■ ■■ ■■/ ■■ ■■■ /■ ■■1■ .. . �.■■■/ ■■ ■■n ■■ ■■■ ■■ ■■■ 1.•,o■ ■Eta ■■ no ■■■ ■■ ■■■ Is ■■■ 11 �T 11.10 N■■ minim ■■ ■■1■ an ■■■u `. �■ ■■■ ■■ ■N■ ■■ LE min ■/ n■■ m(MINIM Nis MI i s- mint at mints S won min - `/ ►; ■■ ■■o ■mini ■■ 0 a mind J f �:.., o■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■/ ■s ■■■ ■■ on ■MINION 111111111111101012 ■■ ■■■ ���� .... �:� .�■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ minim mine In mine Minims on. ■■ ■■■ ■/ ■■■ slots 5 0 ■■ ■■■ ■■■ .■ ■■■ 11110■■■ ■■ m■■ ■■ minim ■■ ■■N tJm ■■■ ■■ o0106012111113 ■■ ■■■ 111111011■■■ :.■ minim ■Elm ■■ mints■■ ■minion ■■ ■■■ ' ■mm ■■ mm■ ■m mm■ min N■m m m m ■■ W ■ ■ ■ ■ ■MINION ■n ■■■ ■■ ■■m ■m ■■■ 10 --loin ■■ mm■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ Ea■ ■■■ ■■ ■■/ ■■ ■■■ ■■ ■■/ ■■ /■i■ ■■ ■■Boole ■■■ ■Millais Blois mim010104 AS minim ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■■1■ MINIM■■ ■■ ■■■ ■■ minis ■■ ■■■ ■■ minim ■■■■■ ■■m■■ n■■■■ ■■mmm ■■■mm �.■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■■ ■■ mini■ lot Blois ■■■■■ ■■■mm mullion ■■■■■ ■■■■I■ ■I■■■■ ■■■■■ ■■■■I■ ■■■■■ at minis ■■■■■ ■■■■m almost ■■ ■I■■■■ ■1■ a ■ ■ ■I■ ■!■I■ 11110■ ■ ■ ■1■ ■101■ ■ ■ ■ ■1■ ■1■ EIRIENINI Mimi ■1■ ■I■ mini ■ ■I■ 011134MIM40101114 in ■ s ■ ■I■ Blois ■1■ ■ ■ ■ ■I■ ■I■1■ ■1■ minim ::1■ ■ ■1■ ■1■t■ ■I■ Mimi ■ ■1■ ■1■ ■ ■Is ■13451 a" in ■ Nis aim MINIM ■lm ■ nim minjolmismalml■ ■ ■ n P nl III mini sisal mini min ■101411111111 R■1■ ■tmines ■ m nls ■I■ ■ ■ m ■ ■ ■ ■I■ ■1■ ■ ■i■ ■I■ s ■I■ ■I■ ■ ■I■ _�1■ ■I■ ■ ■1mt■ ■ ■ ■ o ■101■ ■t■ ■I■ ■ ■1■ ■I/1■'' A mini 21 NINNEIN11111101■ ■1■ ■t■I■ ■1■ ■101■ ■ ■ RIWEI■ at ■I■ 0101■1■I■ ■1■ ■10104010101 almost m■1■I • mini It ■1■ ■Imp■!mlo■1■ ■t■ ■ ■1■ ■ ■ ■I■1■ ■i■ ■Iml■ c ■Is ■I■i■■ ■I0221010181 s■i■ ■minSale ■Iml■ 0 aaa 000 000 000 veva ooe 000 oco lmmmMwmMMMMMMMMMMMmmMmmmMMMmm immmmummummmmmmmmmmmmmmmmmmmo 10000m00000m00mmmmmM/MMMMMMM■ MENEM CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627)_ Field Review Form ED LIMIT CHANGE No Street: Red Hill Ave Location:El Camino Real -Mitchell Ave No. 89 Field Review By: RSM Checked By: Josh McDonald Time: 2:00pm-2:40pm A: PREVAILING SPEED DATA Location of Survey S/01-5 Date of Radar Sample 2/27/2004 85th Percentile (mph) 36 10 mph Pace (mph) 27-36 Percent in Pace 74 Posted Limit (mph) 35 B. -ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 31 Speed Related Accident Rate Annual (Acc/year) 10.33 Accidents/MVM 2.53 , .. ... .. .... ..: _. ...... .. .. ..::::. FIC FAwo C. TRAF.. oRs CT _ ...'. r ...... Average Daily Traffic 37,325 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal EI Camino, 1-5 (EB), Nisson, Mitchell Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No parking any time Other (Specify) Bus stops P :. ORS ROADWAY' FACT .........:....:._ ... ... .....s } Length of Segment (Miles) 0.3 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E. _ADJACENT LA+'N D USES Residential, commercial, frrtiy ramps RECOMMENDED SPEED LIMIT 35 MPH ED LIMIT CHANGE No SURVEY 71� ,��� 0 �aDLMy PWMY aAW MOS=EY !j= FOG RAM L W- ROO SURFACrEg" CTM M(Iff" 1. 'RaQ CCMI FAR' POW ;E AMON POW(p 11N IFQ w ALSO NOW. IF SCHOM.S. PARKS. OWGTREUPARKN������ jT spmumffr 2-11? 77 MEN=- - 1170ANS RN- HW IE.OFOBSERVAMONS J/0 001 0-4 1 .. AFFECnNG A& s4R=8L0cwavmAaUTy.mLLsanw0 Ef1l; 313-SERVA110W DATA CMIELMON - 2. Pz> UENGTH WES TRAVELMSM .- o RcA13WAY S - W13ir I me"j (em LwT5) SEGMCLENGTH1. EM. L NUMBER OF LANES (THISCIRE=CN) T T 10 � M S�T.4,11 (0— MORE= Le 4qNm. A4 i tr-**7� t7 72- A TOTALBOTH CIR iCNS v.A ME=..rWM CURB M. CURB (Fr) DATA CCUX:CT1CN MErrKM REWENMAL INDUSTRIAL aR noN TOM � 20 1313130rl C20 001: 1310 12011 130 13112 130 [21312 21 [201212[1 (3[2 EICICI 0012011 130121212 (2[2 [21212 2Z loll 12012. (302 E-2[2[1 [2[2131311 1213131111 012121211 21 (213131:11 (3013011 120121212 12121200 OQQIItZ 24- 1112rl0r1 GUUIZEI C=12121Z [0 121311 (2[11:11311 Lj1w%j6-.W@ 9%d TOTAL NMIM stale M4 MINIM Mfolmin M �_�Mjnfmfwli 0013 IM[ars 1211Qac s — ____ I�ua� OIIc zr- 1120M 000011 21 62 01211 CUD= OCIE21311 CEIE21211 fol aaaaa 1212121211 (212031r 012121211 ��� QIIQ 1312121211 OII Qa11 OQ II� 01, 3M 31, K9M11W *;L 32. 1111NEW 11113121: 001201I 0120 33. 121111201. 0012111 QII QIIQ CE20[ary 121212120 • ENRON ONE Boom 0 IN IN ON MEISSEN Maim E MIMUNININGE-M MINIMI 111912M - 1 11 rrT 1EQa cm (2011 aa= Eaffiff 1112121211 aaaa :��� �ma�a Qa�a INIRMIRIa C?UC2EM Z 1911111111: IMIR naliza (MCI 01IRK GO (20a as= 13013M 1212= 'RIRIE IEW0120:- as12120 CC= 01313 [31213012 1313rinrr ��� �� IIaQ 1212121111 0110120 QII QIIQ. 4000� 35 UIN [201312CI [2013M 1312131211 o6 MKINEW 36 MIEN** 10 1:31111 01101211 13120M 0001211 mom 3T 111 139 ffislor3ri 120 0012 C1120M (21212 4- KNE12. now sit, 38 le[2[212 -man IN11110 rill r7fir 17 ..00 M .. I Malmo B16121011 Mq I a' so ME on molaim mialmls I I M a Elgin oil 2 minim 01 0 a a aim 0 minim 5 5 minim 0 RON ISO" Elm 0 MINIM 060101MININI minim RIMINI NJ 0110101 minim minis 1 me 0 a ■MINOIN 0 ■ ■■ ■ minis sig - in l0 utilia 11 10101I0 111000 111111t111i 0Elm 0 M ■N mniIl m alsiialim ■0 01011210 at'No MEtoas petpLR ■missn01was ■2 ENM ■m(lms ■5§00 mommctsmm o0 ■oam Rean 0 sono- 411 - MIMI■ 0111111111010 IN i 0 0 son 1111111110110 Omn5i■Basn minsilots a■ minfulals 10111101111 maxim slotm --lolll■gamin sonamfolvislo 1011011111115810 0 0 on simem mislols minim mismajoisiolm Basin 0 simen 0101MIS Simla siffilsim Basin a mines mislals MINIM, MING01-111minim I NINININA MINIM NIENNINNININ mimesis MIM■ M,INAstalmimeolsim MINGRININIM101 011105101(alml MGM$ so al 81 monist al Elm s Islam NISIMIMIN ■is 5101511118im Mimi■ - oin NJ mini Slawalsoal 09 of MIEWEI ml mini■ minfolm oasis minis momin minim 01 MIMINIMENINIERIM4 0 que I womcmusju I on MININIM souls a aim 11, 0 11118[movin sluls man mislol Bemis 0 Eta a NINON. MINIPIMMMIN ARE EROSION Eta no I Olmle 0 MINIM 0 v a 51111111 a IN a mini 0 Kim almis sla(MIMINJUSIN 0 Big main 11111011111101101198to stu a onto IsInjujoeml almlom plate a110 INIMMMIN minis minim minguinialsin I sjuln MISIN 131111111 almonlolmidFlo minim Binomials min minis I minim mintaluisiouln 31010 a a almis ilk SIDIY 1 11101101 minizininesi a MINNIMIN Install loom INNIMME immmmmmmmmommommommomommommmm immmmmmmomm©ommommmmmmmomommo 1MmmMMMMM©m©MMMMMmMMMMMMMMMmN imommommo©m©mmmoommmMINE! mom 0ME 1MMMMMMMM©©©MMMMwmMMMMmMMMMMN 1mmmMMMMM©©©MMMM©mmMMMMMMMMME leMEIMMUMM©©©01MM©©0101101010IN MOM MINE IMMMMM©0M©©©M©©©©MMMMMMMMMMME. IMMM©M©©©©©©©©©©©MMMMMMMMMMMM IMM©©M©©©©©©©©©©©MMMMMMMMMMMO IMM©©M©©©©©©©©©©©©MMMMMMMMMME IMM©©©©©©©©©©©©©©©MMMMMMMMMME I©M©©MF3©M©©F3MF3F3F3©MF3MMMMMMMMMM ImMMMMMMMMMMM©MMMMMMMMMMMMMME 1MMMMMMMMMMMM©MMMMMmMMmMMMMME 1MMMMmmMMMMMM©MmMMmMMMMMMMMMN IMOMMMMMEN©0M©MMOMMMMMMMOMMME IMMMMMMMMM©MM©MMMMMMMMMMMMMME ImMMMMMMMM©MM©©©MMMMMMMOMMOME IMMMMMMMMM©MM©©©MMMMMMMMMMMM■ IMOMMMMMM©©©M©©00M©MMMMMMMMME IMMMMMM©©©©©M©©©©M©MMMMMMMMME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Red Hill Ave Location: Mitchell Ave -Walnut Ave NO. 9U Field Review By: RSM Checked By: Josh McDonald Time: 2:45pm,- 3:21 pm A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/27/2004 85th Percentile (mph) 40 10 mph Pace (mph) 32-41 Percent in Pace 76 Posted Limit (mph) 40 B: ACCIDENT HISTdRY Time Period Covered (months) 36 Speed Related Accidents 11 Speed Related Accident Rate Annual (Acc/year) 3.67 Accidents/MVM 1.31 ' C: TRAFFIC FACTORS Average Daily Traffic 30,693 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal Walnut, Mitchell Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) Painted median D ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT LAND USES Residential RECOMMENDED SPEED LIMIT 35 MPH er!hM % I IRAIT f%UAAIIC Voc rqk SP EE ' SNE SURVef TUCNIOSiL`l C M Rte` �• .A'T10r1(3T. HAL14 pe mono u, T RC Aa SURlF� OR QTH� . N IFOTI�E3�1 rrsteTMl� � . (��► ec ON Q00 Wer. �N ,S % 1:.��1,� rL RQ�1aCt�101T10�k FAIR' P OM WMAMON POW AI.S0 NC E1F P SIM SPS umnr PeDESMIAW LCY* ME=*- HIG+ TEOF QBSERVAMON8 _ ' 2 OssiRUCM0W S� A& T c� MDV1SA6R=- H0.1S. aRvEs �' ' L/ ti AE OF 48SERVATIONS: DATA C�CT10N / M ; sr ROAOwAY SEmum GMENrLSNGTH- TRAVELTO Srm ; .+r (MI UMT5'i ��• �'s ooN1 Z � NUMBER OF LANES (� E DiREOON)2 .' � � �.� =A,y (OPQOSrTT'1 �► ..� TQTALBOTH OIRE=0NS �i sTRc- WOTH CURS.TO CURB (FT) 0 01f 10-D* DATA C10LLE=0N9-2 ft -1 ., DEVEwpeaac= INOUSCRiA�. COMMERCIAL . oIRECrloN N�8 TOTAL ,�aurn� -- TOTAL TOTAL II aQII QII r2aa0 QIIQIIis 12- 2-1- 21- as 12012 (212121212 120121211 QaIIs Q12II>IIn� QaIIs Q12Q0 12 as aa=. 12112122 2z 110 con. 1212121211 as 1212'Q011 112 aa� Z3.0131301: a101210a aII [21211 aII 0 24 12121212= 112121211. aaan'2 121212121 aIIauQ . QIIIIIIis QIIIIIIti[1121121 210>Q0� 12'1212122 .1211212= 12121212= 2g (212131011 QIIQIICI QII01211 QO'Q zr 1112 [210[1 012121311 121213101a OQ QII= 120 � 28,00131: 131313 II= 1=1212'2 1212 CICI= QII QIItI 1212121211 120,0100712=112'2. 7 4 11rIIE>� RK1212C1 It 3G- (9191139 19519 = 31 1d'HIQ9 1919HQn 3Z 11fB6�t111E EH�III� $ 33. Eli E'aff EH 01212 34 EI111dH1L 1115 . ��2 QII 0 1211 1200 Qas QOQ R ESSEE 35UN 611 EMS W �E1111111:12012100 35- 11eE>E� � a11 3T BE Ecll RSIR. EBRESII 13121-7012 [2[1[2 E E MIZE 38 �Eg ��E12n- QII 002 120 QIIQ 13120011 = �� $ - � Q 1212=. as aa= � � an M180101 Isimin son so sin solo sun MRon III summin 0101101111 ■! 0 @on on son some011110101111 NEW" 60 ■ i mwm MISIMIN maimimis 0 0 NONE ■t• ■■■/■ ■111■ on INS ■■■1■■ '-=I ENNISW011111011101SWE loin 0 a 0 MIN 0 MININISNo MINIM loin aim a a 5 min 01111111015 Basinw 0 @-a I IMINIM Kim a a a an Elmits 0miss miss11#0 min *I I age Nissan H'�H~ -■ ■■■ ■■ ■■■ ■I■ ■■■ ■■ ■■I■ ■1■ ■■■ ■■ ■■■ ■Bills a ■■ ■■t■ --■ ■■■ one ■■ ■■■ ■■ ■■■ INS .�.■■. ........ - ..i -J —Ac. L,L.�. ■.■■■ ■.... -Z - .. ..... ..... ■ ■ ■ ■ .■.■■ 39 UEEK 1212[21212. QIIQQQ Q i �1H�I Eft QQII: QII IIO'2. 1212131211 QII QII 40. � IE�I�IQ. �IQOII� 112[1112' OIIQIIi1 [11210[1 in suci QII QQII~ 1212012= QQ QII'2 E� t 411 Jim FER QII 120a 131112121.2 012120[1. [11201211 5 121211 QII[2II1S 11201212 QQaQn 4z QE QIIQ OQ LI !DKK 1�LI� 1: 1311ca M OOG M OOG (31212 Hi�11. QII 121211 QII QIIQ 011 131211 01213 011 43 C]CI1I 1120[2112: (212131211. QII0[QCI 1111212 2� 6i� 1112[2111 [1[1[1211 [1120121 �-11211212. 1121012 �QQLL [11211211 [112[11212. [212111211 QIIQQIZ 45' (213 0012 01212121L EM QIIIs QIIQII� 120112 11 46 [112[112= �0 II1z 113[2121 OII 01211 12012011: 012121? OtZOQ>S O (921212. QIIOQLI [31213= QOQaIZ 01112131: 1210121212. 112121211 II IIII� - [1120121 12[2012= �QIILL QQQOIs [112111 4T asQIIII as0CE1 1217 [2[111 QIIQII�. 121111'1 = 48 QII11 [1121112: 1111212: QIIQOIZ (20121211 � QII II IIQIIIZ (21212[X.; [312121211 01212[211 QIIQII11 QIIIQIICL QII QQQ� (21212CEL Q=QOL� IM121M man■■ ■■ ■ Q ■■ ■■■ ■■ ■■■ again an ■011111611111131111■ E ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■s■ ■■ ■■■ ■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ vials x ■■■■■ ■■■■■ ■■■■■ ■■■■1■ anion■■ 218 ■ ■ ■ ■1■ Main ,. ■ ■ ■ ■1■ ■■ ■■1-01010104510 ■I■1■ ■■■■ ■■ ■■1 ■■ ■■ ■ ■e MINIS min ste ' ■1■ ■i■ ■ ■1■ ■ ■1■ ■1■ ■IBI■ ■1■ mantel �• - - - ■t■�■�■I■ ■1■ alai a ■ of ■Ialumni u■ 818 11 .— -- ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ MINIM min ■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■1■ ■■■ ■ mist ■ East ■■■■ ■■■■■ ■■■■I■ was ■1■ ■■■ ■■■■■ ■■■■■ ■ minim ■ L ONE minim81■■■I■■ ■■ ■alr■ ■■■ ■■■ ■■■11■■■ ■ 1■ ■■1■■■ ■5 ■1I■8■I1I■5 i■ ■i■ 0Iola i■■t■ mint al ■ ■ ■ ■ ■ ■ ■ 21■I■ ■ ■1alai ■ ■1■ ■ 01■ ■■ ■ s ■1■ ■ ■ ■I■1■ 1"I.j■ Bimini at ■i■ ■ ■ ■ ■ ■ ■ ■1■ ■ ■ ■i■I■ -- MIME& ■181■ ■ ■ ■ ■ BL ■I■ ■1■ ■ ■ ■ ■Is■1■ sl■1■ - .f.tMimi . ■i■ ■ ■t■ ■I■1■1■i■ ■I■ ■1■I■J ■�o�0000000000�������������■ ■�o�0000000000�������������■ ■0000000000000�������������■ ■0000000000000�������������■ ■0000000000000�������������■ 000000000000000������������■ 0000000000000000............ :000000000iioiiiiiiiiiiiiii■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Location: Walnut Ave -Sycamore Ave No. 91 ' Street:Red Hill Ave . Checked By: Josh McDonald Time: 9:28am-10.25am C y Field Review By. RSM A. PREVAILING SPEED DATA Location of Survey S/O Walnut, Mid Point Date of Radar Sample 3/2/2004 85th Percentile (mph) 41 10 mph Pace (mph) 30-39 Percent in Pace 62 Posted Limit (mph)140 B: ACCIDENT HLSTORY Time Period Covered (months) 36 Seed Related Accidents P 8 Speed Related Accident Rate Annual (Acc/year) 2.67 Accidents/MVM 0.95 C TRAFFIC: FACTORS .. Dail Traffic Average y 30,820 Lane Configuration 9 _ Median 4 Lanes Total Raised Traffic Controls Signal Walnut, Sycamore At signals, school crosswalk Crosswalks Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No parking any time Other (Specify) Bus stop D ROADWAY;:FACTORS Length of Segment (Miles) 9 0.25 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density Nominal ,ADJACENT. LAND USE Residential {non: frontin ), school zone . 9 RECOMMENDED SPEED LIMIT 40 MPH e-%n=cr% i i ui-r rNeNGF No �P� ZDNE S�iR1�EY` . IL �i for - )C � r ON (Sr. N11M114 C-7.0 �-� �` L � wE�lTf� � ARTLY Q.Ouor MOSTLY. cLati r mG RAW We,& 0 od r/ At N 7 ROAQ OTEi� RE{:i'iON 'SAES WIF (E)WL1W IFQTHW- 3r__ 1V/I1TOH POINT �--� �` J..U/+- � .{ t �, ►!4. - , �, ROAQ C � FAIR POOH' 3: M SPEE7 u wr ALSO NarE lF SCHO M& PARKS. M TREUPARKMY k SOF OBSERVATION$ .512 by ,PENCESIRMS., NONE" 1lJW H1Q+ ME OF OBSERVATIONS: DATA CaIE-GnON' 9 ; Z ' - i �--- ld ;,_'s OeSTRl1CTi0H8 AFFECiNG SPE$7 AIL TRESS.SHIRMBtOQONG VISMULITY. MR=CURVES TRAVELM SITE -5 iy :AO ROADWAY SEGMQVTLEVGn+ i 2w.5 Mme. SE weiTl - , ETC. (9m UMITS) TOTAL. NUMBER OF LANES-.' (THIS DIRECTION) L DMMEHM '�% _ '� �'' '`'�� OPPOSITE DIRECTI 2 TOTALSOTH DIRECTIONS 1y SIRE 7- WIDTH CURB TO CURB (FT) JI DATA CC ON METHOD �L OVE LOPEMENT: REESMENTIAL INDUSTRIAL a LMON: TAIL M 131201212 131301212 1313Q13Q 131212 1312131311 21 1312QQQ 13120013 QQ QQ11 130131212. QQ QQQ zz 1312131212 [312 0011 as 012= 130 QQQ as 012= 22 1113 1213Q 1312121112 1313 QQ= 1312 QII= 13121:1 4.612 [a= a12QIIrz as aQQ as 13 aII 13aiz ,. 2: 111151M1312 as a1M1312 [7= a1213QI1 25 aMIMIF 131212121 13BQ12Q 13Q0aaQ� A zr MEM1311 1211121211 QII QQ= 0110 012131211 212. Iffi EMI= OUCH= 131313 C1013M 1312131211 . 29' agam [MQIIQ aII QQQ ars aQ>z as QQQ _ ►.�. M IM EMS EMBER 113aaEI aQIICE: QQ QEIr 31 lfQjjM& IE13 QIIt1 1312131311 QQ QIIII. 121212[2[1 = IMe�®� 012 OEM. 131313Q= 1312QQQ 1300M 31 1E 1EME ME EMIF (212131311 130QQQ 1113131IIQ• 34- jjW 1111111. 1EIE112= 1312 QII=1212 QQQ as QQQ Z IMMER EIISE= 13121313= 1212121= 1300012 36 N E11K EII 1313= 1312131311 131213 QII Q0L? EN EISA BII Q13II QII 1313= (3120 00 01212 g 38 UEZIEf" QIIQQQ 13II1313LT QQQQQ: QQQQQ: 3 39 111 EaQ 1312131311, 1211131312 13121:11311 1312 aQ12 a Olson MINIM MIMESIS son �Mlm EVEN ME on on main molummumis son manow min no minfulml Ennis MINE a 0 min NONE six :.■ MINIM a ■■■ ■■ ■■■ ■I■ MINIM ■■ ■I■■ -:■..■ no ■■■ ■..■I■ .■ ■■■ .■... 9 .�■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ ■■■ missile ::.:■ ■■ ■■■ ■■ ,Olin ■■ ■■■ ■■ ■■■ .:•c.■ Remain ■■ ■ Blame ■ MINIM MINIM min ■■■ ■■ I ■■ .■.010010■ minim ■ min ■ : .■.MIN .■ ■Simon1■ ■■■ MOM c -:.. .....0 5 0 ..... ....■minim Olson 1111(olmis ....■ &W �A:■ ■■ ■■■ ■■ ■mines■ ■■■ ■ min ■ L. LK� mimin MIN 2 a win almovolmal V:': :■ ■■■ ■1■ ■■■ ■■ ■■■ ! 40 Q12131211 (30 13011 [1121312 QI?Q1= 1212121311 2, .5512120: 1212= 13111ZIM. 13IIQQ11 IM121311 41 (EII II12Q 1312 [212121 1312111311 131 QQLZ QII QQL1 7 wffino& MK 121211 coo 1201212= 1212121311 3 4T 111E HQtI [3[21213= 12121312[1 120 QQQ 13012 E ENET 000CE1 012 0QCr 012 131311 1312121312 43' 1EE1 Q1211 01313M 13121312[1' [2121212[: QQ QIIIZ� QII QIIQ 1211121211 1212.121212 44- QII 1213= (ME11312 12120M aQQQ= 12=121311. QII QQII QIIQQQ 1312121311. :■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ melanin • 00101010 ■■ ■■■ ■■ ■■■ Nelson URINE■ _-0151110 main wo■■ ■■■ on ■■■ ■■ ■■■ ■■■■■ ■■■mimesis■■■ MINE ■■ ■■■■■ ■■■■1■ ■1■■■■ ■■■■■ minim■■ ■■■■■ minimills ■■■■■ ■■■■■ ■■ 1111101111111111 minim �' ■■■■■ ■■■mines■■■■ ■■■■■ min minim * ■■■■■ 1001013 almim 11111111GRIM a MIN minjolols mini min M4 ■■■■■ ■■■■i■ ■■ ■■■ ■■ ■■■ ■■■■■ ■1■■■■ ■■■■■ ■■ ■■■ ■■ ■■■ NIEL11ming Le I■■I■1■ ���� ■■■ !■■■ ■■■ I■■■II■ ■1■ ■ ■1■ I■ ■I 5n+x ■ ■ ■i■ ■I■■1I■■ ■II■■ ■■■i■■■ItI■■ ■■ ■ ■1■ ■1■ ■I■I■ ■I ■ ■I ■ ■ ■I■ ■ MINI mini mall ■ ■■ ■ a 11 Miami of ■Iutmost ■1nl■t■ �■I■■t■t■ mI■!■1■I_■ ■t01mini ■ _■i■ _■I■IMINI Elm ■■■ II11I10-1' I , ■■■ ■■ ■■■ ■■ 1IlMiII■■ 0l"1I1 an ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ e ■■■ ■■ ■■■ Mosem ■■ ■■■ ■■ 25049 ■■■ ■■ ■■■ ■■ ■■■ monon ■■ ■■■ io ■■■ ■■ ■■■ ■■ ■■■ MINNE ■■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ i■ ■■■ hi 1 1 ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■4 ■ ■■■ ■■ ■■■ ■■ ■■■ ■1■ ■■I■ ■■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ ■■■ ■1■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■I■ ■t■ ■i ■■ ■te ■■■ ■ ■1■ ■I■ mini■ ■I■ ■I■ ■I■1■ ■{■ mini -old ■1■ ■ ■ ■ ■ ■ ■ ■I■ ■I■ ■ ■1■ ■1■ minim ■I■ ■ ■t■ ■I■ ■ ■t■ EIRINIMIMIGNis ■ ■1■ I MINIMIMINIGnialmloin ■1■ ■I■i■ ■I■ ■ ■I■ Immomm-ovomm sommoommom mommommoom mommommomm moommommom moommommom mommommomm mommommoom moommommom mommommoom CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Truck Traffic Yes On -Street Parking No parking any time Other (Specify) D: ; ROACWJ�If FACTO..... Street: Red Hill Ave Location: Sycamore Ave -Edinger Ave No. 92 Length of Segment (Miles) Id Review B : RSM e y Field Checked By: Josh McDonald Time:10:37am-11:41 am Vertical Curve A: PREVAILING SPEED DATA Horizontal Curve Location of Survey N/O Edinger Good Surface Condition Good Date of Radar Sample Yes/Yes 3/2/2004, Street Lighting Yes 85th Percentile (mph) Driveway Density Light E: ADJACENT LAND RISES Residential (non -fronting} . usmess 10 mph Pace (mph) 40 MPH 32-41 Percent in Pace 59 Posted Limit (mph) 40 ORS' 13: HIST _ o ......... . . Time Period Covered (months) 36 Speed Related Accidents 11 Saeed Related Accident Rate Annual (Acc/year) 3.67 Accidents/MVM 1.09 ' TO S: C _C... :TRA►F... ... . Average Daily Traffic 309820 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal Sycamore, Service, Edinger Crosswalks At signals, Sycamore school crosswalk P d trian/Bic cies Yestfew Truck Traffic Yes On -Street Parking No parking any time Other (Specify) D: ; ROACWJ�If FACTO..... . Length of Segment (Miles) 0.3 Vertical Curve Bump over railroad tracks Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND RISES Residential (non -fronting} . usmess RECOMMENDED SPEED LIMIT 40 MPH N 1` em�.ntary s :. SPS SNESURVEY cm=KV=W =MW Pmmy acuorMOSTLY c FOG VwArr*ft :AT=M (Sr. NAAW mm� M a, f?- tT-- -1a' 46 r04 cp.-& L FICUCSUFMCF. OTHM IMMM PED01t;WF0134M. IS: i Kin W& ®.We' PCM ROW CCM I SOVAIMNPOW ALSO NOTE1 PAIMS, QNZTFJErPARKDR, MOVILY USS MT*4M SEED UNNr �✓ PEMMANS(N= LM-AE131MI416K TE OF OR ERVA-nwa WOFOSSERVAMON& DATA CCU.E CN 16 .13 7-o C6S=CTXwAFFECTMSPeMAs: Tt s.SHRM UEHGII+ NIRM, TRAVELTO SM -- .7 A't 4 ROADWAY smmeirt.84GTH. TOTAL NUMBER OFUNEra. (THIS 131REchnom) Z*Aefm (0- At 5� --- DIRECTION) TOTALBOTH clipwncw STREErWqM CURB TO CURB.(FT) 13ATA COUX==CN METHOD OEVELOPEMENT. REMUENTIAL INDUSTRIAL C =AL I a I a a son 111111111M EINININI 0 a NINE■mininn i 01 min I min m 0 Elm I Infolole n■ o NINE■- silles ■l 0 min min 0 1 310121010 ■0 ■MINGININININIS soon IN me■0 010131010 minisols a SOMENiotain 0 minim mind 131111110 minim 0 sells 01010 MINISIMIN 0101001■ mialsio sommis Nis MINIM mist on 0 millols 51■ 0 ss" t1018 MINIM I'minjoin minim MINGSIM11110110 Mimi 31-PLE MIEWEIN MINIM mintoloingain a min simian Mimi■sloon's minim a 11101111110 0 0 MINING ■ small a0 to -■IBIS m SOME r�,: ■■■ ..... W■ 1111113 OWN 0 0 0 Him SING11101 millsom MINISIS m IN 0 1 a ■to ■MINIM 010 0 MIN o ■E MI n!MINa IM lsonims ■1 1 1 ■ a a■ Nis mantain Nis 0*04 a a Elm ■niminisiown�m ELMININ ■mi-ato ■I■in,simin IS 0 mi siviossin Mimi MOSILMINIMI SEMI a ■■I■ SEE MININISIN ■join Blame ototoLOGNINJOININ on, 0 0 0 minjolm 0 ■IN almlown a a U1041012510110111 ■IN 0 IS 0111115101 ■In olstano a a almomin MINION it- min onsislow■ENJOIN minim 'I'l onot 014 Mimi Ennis MININIUM minisionsinininiso I 511111W 1EK131111 �>���t NZ012a a 0 a IN alffoluI�■ sloom 1111111110 manapsI unisinMimIR stminimNiI iol 35. MR1311311 [2131313a C30 1212120E:r 5 ff KKK 131113 00 [M[313[1 EMOM I RWK OR RE311 [101313[l C1121313[l M13IME 36' E&Mffif (3120011 01201311 01312 120121212. 519 -9— 3T MENKE JERSEL 012121212 00 12 C1212EXI ERNINE1 01211311EI (:112 13130: 121313 131212 38'. @HINE& SEEK12 0131313EI 12131313EI 000EXI riz am 11191F 111213 CEIG12EI 011313[ CH301211. 39 affIRK EMESEL �MIKE1 1212121211 131112 (212= (212131311 40' mffo§X MIM EEK 511312[ [20[20[r. 12131212[r � 41- ffrjE*EVjz[j [31:113[212 000[2E:[- 01312 75 42 ff3ff[2Ej' GEI[2r3EI 0120r2a 00 OM 130 0121L 43- §1U9-,Eff5E2E1 [20131211 1313 OEM 01213121 44� 12121:1011 QIIQQII 455RESKINCEM CCU[= 131313 CII212 465. fREEK 0120131r [312= 13131213EL 12131213CI 4T 1[12[3r2[l 1213121213: MUM 01212 012[21311 48- ffESEK CE1012C 12121212[L 10120 COOIIII Ad 4W- SffCMM Im 12EM Z (21200[1 --Elm sin minfuls, munISIBISIN Mimi min min a a 0 .Joan on 001210 ■stamin so a 0 0 r � son Otago at■ ago 111■0 ones■ son MINIM a 0 0 3 Kim IS on to �E 0 min 011114110 1161111810111111 I on u t■IS■ ME ■ol■11 111 mks 0, to,' E ,,i .............. mnim mn . ..... t EINIiNIi1N 01i1018101ii0 SINIjllNIj iIN "IM11010mist■ min ■ mining mininnn minuu n1■mn mnimmnminnnamntsa0 vilan ■n mnimEmaStEM04001lon majosm ll 0 Elm 3 MINIM slample■ 0 man 1110111alsoolmis simian 0■Nis minim Menlo minim 0101111111016111111■Minn. 11111110115 81, solving 015131 Basil,, Elmo mialonsimin mine minim110talminiffnin miminifelm Mimi■ 01mi.la lmdall NICE l alai min! 0051516151 mili 11111111111111al Mimi S12104'als almli him =AL a a m 0 0151010156010 linjoem B10101001111 !!! M 0 IS a minim simemls almin a SIN* nominsolm I I to" misimininesis 1101111 011111111111 Bonin, loin I 0 0 onsininininesto minim Eta Sim ONE mistalmlowals MINIM loludminin 31 maul alai mi slanim a mindulaiminis IBM ■ a Sim minim MINI ■vial seal ■alai MINIGNINIM 111116111111SININ I I I - IBIS 101111110 EIRFE1011 - minim mini III swainjalul I minjujulado L121111111 1i mind 0 ■11 mini ol icul S1!jwj 02miniminimWEIML11011 MINI -000 -000 000 as a a oaa �o 00 00 0 �a a 0 IMMMMIMMMMMMMMMMMMMMMMMMMMMMME IMMMMMMMMMMMMMIMMMMMMMMMMMMMME lMlMMMlMMMMMMMMmMMMMMMMMMMMMMMm IMMEJMMMMMMMMMMMMMMMMMMMMMMMME lMmwMMMMMMMMMMMMMMMMMMMMMMMMm lMwwwwwMMMMMMlMMMMMMMMMMMMMMMm ,000000000.o................. ,000000000.o................. liiiiiiiiiiiiiiiiiii0NOON 0ONE liiiiiiiiiiiiiiiisiii�ii��ii■ MONO MONO lii�iiiiiiiii©i�i�ii��������■ liiiiiiiiiiii©ii��iiiii�iiii■ Iiiiiiiiiiii©©iiiIE OWN 0mom NONE IMMiiii©0IMMIM©©MMIEN5MMIE NOON mom liiiiii©i©©©©©iiiMIE Now MONO mom ■mm==Mi©i©©©©©iiiMOiMOMENOiiE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form coi=r:n I IMIT CHANGE No Street:Red Hill Ave Location: Edinger Ave -Valencia Ave No. 93 Field Review By: RSM Checked By: Josh McDonald Time: 1 1:45am-1 2:30pm rs A: PREVAILING SPEED DATA Location of Survey S/O Santa Fe Date of Radar Sample 3/2/2004 85th Percentile (mph) 48 10 mph Pace (mph) 37-46 Percent in Pace 164 Posted Limit (mph) 45 B: ACCIDENT HISTORY .. Time Period Covered (months) 36 Speed Related Accidents 8 Speed Related Accident Rate Annual (Acc/year) 2.67 Accidents/MVM 0.64 --- CO.'TRAFHC._-�.-"s .;.: Average Daily Traffic 28,507 Lane Configuration 6 Lanes Total -Painted Median Traffic Controls Signal at Edinger, Industrial, Valencia Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking any time Other (Specify) Bus stop (N) :.; D, :ROA DV�IAY F ACTOR. ..... . . Length of Segment (Miles) 0.4 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E:- ADJACENT LAND USRS . Bus�ness/Tust�n Le a g RECOMMENDED SPEED LIMIT 45 MPH _ coi=r:n I IMIT CHANGE No SPS Z'DNE St1RVE1� �C�• Af v�T� PA_tY cz�oc�anr Iu�osttY a over FOG RAV* law �; rrs(EXPt�w �1 ROAC c amnaw Gd22) FAW PaW SE ?ATM POW ALSO NOTE IF SCHOOL'S. PARKSw-PARKING. HEAVILY IISE13 CRWM M..J SPEC UmIrr t'EaF 48S�VA710NS�- � Z- o '�` _ {�tUlw HW- TE DATA C�� �1 % ~'�� --% l Z : 3 a 08srauCnON� S� 11s:. T� � sL.0�1G . HILLS. CilRVES� a-�"COBSERVA O1VS. �t-� , `41 ROADWAY LENGTH HAIL TRAVt.TO SITE SEGmeir�w-�rH, mac. / �', �.� (erN u�rtsl NUMBER OF LANES= (THS t]iRECTiON) TOTAL (OPPOSITE .� � NzV�u �` �� . �-Jc rd , - (OPPOSTTE DIRECTION) TOTAL.80T4 DIREC now STREErWOTH CURB TO*CURB (FTj mmommommo�DATA COLLE=ON tz pEi.OPT: RESIDENTIAL INDUSTRIALeq*m L Began ■BEER ■■ ■1111 ■v 1111■ 1 1111 1111■ ■ MINIM ■ moon m■on to 1111 1111■ 1111 1111■ ■ MINIM ■ 0 ■■3 1111 2 I ■■ 1111■ K 1111 1111■ Minton as ■■r 1111 1111■ 1111 1111■ 1111 1111■ 1111 ■1111 1111 1111■ 1111 1111■ 1111 1111■ �- 1111 1111■ 1111 1111■ 1111 ■■1■ 1111 1111■ 1111 1111■ �. 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ � 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ is 1111 1111■ 1111 01111 5■ 1111■ MINIM MIN■ 1111■ ,1111 1111 01111 0101101010 MINIM MIN■ 1111■ .0, 11110 1111 1111Basin MINIM 1111 1111■ 1111 1111■ ■ ■1111■ 1111■Osumi1111■■ 1111■■■ ■0011■ MINIM■ ONION■ 11111111■ 111111111 11m■sing s 1111 1111■ NONE 1111 1111■ 0 0111010, 011811010601101 11 11 11 11 11n 1111■ .... 11 .11..11 ■ 11■ 1111■ ..........1 ........ ■ ..... 1111■ on ■■■ ■■ 1111■ 1111 1111■ 1111 viols :' : .'•.�• mass ■■ 1111■ 1111 ■■1■ 11s 1111■ ��. moons ■■ 1111■ 0515101 Blooms • �:: 1111■ 1111 1111■ ■■■ 1111■ ■ 1111■ 1111 1111■ RE=014 /f�,.p . t.uMa�•c TOTAL TOTAL .� 1111 1111■ 1111■ 1111 ■■■ 1111 1111■ 1111 1111■ 1111 ■1111 ■■■ 1111 1111■ 1111 ■11s 1111 1111■ ■■ ■1111 lI ■■■ 1111 ■■■ swan 1111 1111■ monolo dE ONE ■■ 1111■ ■■ ■■I■ 1111 ■■1■ 1111 ■■i■ 1111■ 1111 1111■ 1111 ■e1■ ■I■ ■■t■ 1111 1111■ now alminisloltate 1111■ ■1■ ■■t■ 1111 ■I■1■ ■■■ 1111 1111■ 1111 1111■■1■ 1111■ 1111 ■■1■ i viols 011011010111 1111 1111■ 11m 1111■ RIMINIE1211 lasts ■■ 1111■ 1111 1111■ ■■ BIBLE■■ ■■I■ 1111■ Mimi at 0 11111111■ 11MINI 11n ■■ ■■1■ 4 �IIQIIIZ GIIQIIQ Z Macau: as Gars ' 4 QQCI 013111211 Big acct QII 111:111 AA 11 •J J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -i.. �•■ 1111■ ■■ ■1111 1111 1111■ MOONS 8 .m...ma ..x a 9 '-;CA ti': 0 1111 1111■ 1111 1111■ 1111 1111■ •• ;; - ,� ... ,.;. : 1111 ■■I■ 1111 1111■ 1111 1111■ • �..::.:� _� (: ;■ 1111 ■1111 11111110110,10101 ■11s 1111 11m 1111■ 1111 1111■ el NJ 0 11m 11N 1111■ Lit■ 111111sn 11111111■ minim I'M 1111 1111■ AN NIS ■ 1111 1111■ minim■1■ ■■ ■ 1111 -" ■ ■1■ 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 minim- 1111 1111■ 1111 ■■1■ ■0 1111■ MINIM111101011111118111mintsa■ ■1111■■ • ■ mists ■ ■I■ 1111■ 1111 1111■ 1111 1111■ 1111 1111■ • x 1111 1111■ ■I■ 1111■ 1111 ■■i■ ■I■ ■ 1111 1111 ■ 1111 •M, 1 -1 1-.-IRME101 MINIM 1111 1111■ 1111 1111■ 1111 1111■ = ■1■ a ■I■ 11{11 ■121■ 21■ ■ ■ ■ ■I■ ■11111■ ■I■ ■ ■ ■ 11stalml Egoist ■ ■I■ ol 0101MINGRIEt mini Miami 0 ■ ■1■ ■I■ ■ mimesis ■1■ ■ ■ ■ ■ ■I■ ■ ■ ■11111■ ■i■ 0,10110 �� ■I■ ■ ■Io ■la ■1111■ ■I■ ■ ■Isidulmial ■I■ ■ ■ ■121■ ' ■ ■ ■ ■1■ ■1■ ■Int■ ■i■ ■ ■I■ ■I■ ■1111■ ■I■ ■ ■1■ EM= 1212111211 4w aQau cocoa W DREZ 01201211 7 Z 1111rE 9110 arsu QIIaa a a Mimi 01051min a majolm an- ion 0 not a mass 0 0100181101 Enown 0,1011110110, Oslo Non" IWI: 1919= 1=13 12IIQCIII= Oa11.' 0001311 asGtr QII= QII= 1911a 911111EK 4921112- 13II11IIQ au= MIRK - 991EMEr-1213 = 01313131r. 131212= A�� 130121211 GII= CEI=12EI= y .I , I C' EL c■■ 1111 1111■ ■1Mimi 11■ 1111 ■■I■ t:■ 1111■ 1111 1111■ 1111 1111■ 0111111111101110 ■1111 Jii 1111■ 1111 -along m 1111■ ■■ 1111■ ■■ ■■I■ :1^' 1111 1111 11mines■ 1111■ 1111 minim 1111 1111■ �ME�-,■�m1111■■■ 1111■■■ ■t■■■■ 1111■■■ ■■■ 111101■■ ■■1111■ 1111■■I■ ■■■■i■ an simian!masts 1111■ 1111 1111■ minim A MINIM 0 o■i■ 1111■ ■I■ 11ii 11■ Blois No 011101110101 w 1111 1111■ ■I■ 1111■ ■I■ ■■I■ ■■■ 0121010 w■i■ ■■ir ■1■ 1111■ ■1■ ■■I■ s ■1■ Mimi mini mmini■ ■i■ Rimini ■1■ ■ ■ ■I■I■ ■ ■t■ mini s ■ ■ ■1■ ■1511■ 5101111212 EIRIMIRIG 1■ I minim ■ ■ ■ ■ ■ Bimini 3 ■1211• ■t■ 312151514 � ■i■ ■ ■{■ ■ ■1■ ■10 viol Miami a■121® SIBIN1014 1■ ■ ■I■ ■I■ ■I■I■ ■t■ x121■ ■I■ ■1121■ ■I■ 211■I2 CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Red Hill Ave Location: Valencia Ave -Warner Ave No. 94 Field Review By: RSM Checked By: Josh McDonald Time: 12:35pm-1:10pm & PREVAILING SPEED DATA ` Location of Survey, N/0 Bell Date of Radar Sample 3/2/2004 85th Percentile (mph) 51 10 mph Pace (mph) 43-52 Percent in Pace 58 Posted Limit (mph) 45 B: _ , : , :.ACCIDENT. HIS : _TORY :. :...:.: ..:..................................,... Time Period Covered (months) 36 Speed Related Accidents 2 Speed Related Accident Rate Annual (Acc/year) 0.67 Accidents/MVM 0.13 .: CTOR C TRA LC � .:....:....,........ }:...:.::.::......... Average Daily Traffic 27,625 Lane Configuration 6 Lanes Total -Painted Median Traffic Controls Signal at Valencia, Warner Crosswalks At signals Pedestrian/Bicycles Few/Yes Truck Traffic Yes On -Street Parking No parking any time Other (Specify) r. D� ROADWAY ........................................ . ....:...:...... .....:..................... J J. Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E. ;►DJACENT LAND :USES 1 d n Tu tin e a n ust, al,_ s. 9 eY • RECOMMENDED SPEED LIMIT 50 MPH SPEED LIMIT CHANGE Yes . Z 35 U131111 QII 131211 IM131312 1312= IM131211 1 36" 1112(3[3[l (3 I O0Q 120 (2011 QQ 121311 QQ QIIQ. 2 3T 11113312 1311121311 013 0[212 QQ 12 00 0120 Z 38 Sit 0011 [20 131211 OEM]= QO OOtI 120 QOIQ '+ 39 111301012 131113012 QII QIIII. QII QIIQ QII QOLI. 40' IE*131 I 13II13 QII13 13II131211 QIIQIIQ ?� 41 jjj[ OII12 [11213[3[1 Q12OIIII [3[2 [2[311 [M[3[2[j 4Z ail Ill1f QO QIIis 12[20[211 13LIE2 00 000: 5 41 211BIJIff QQ QIIQ. QQ [3011 1300011 QII 121[1 44- ME NII& 111111300. 0121313(2 [31101301 13121312[2 �: _�■ ■■■ 1l12 ■■■ ■ iso ■■■ ►1�. ■ ■■■ 001000 ■■ ■■■ 0111111 in ■■■ ■■ 1111■ as ■■I■ onions .:1. .l ■11n ■■ 1111■ 1111 1111■ 1111 1111■ --.1 .; �■ 1111 1111■ 1111 1111■ 1111 1111■ i . MINING1111 ■■N■N■■I■ ■..■. A , 0a sinMIN on 11n mininggloom MIN1111 1111■ ...■ malls ... ■■ 1111■ .11..11 1: 1010 min Elm ■ ■. 1111■ 1111 1111■ 1111 1111■ 4-11154013 minim ■I■ ■ ■1■41111011111 11116111111 11 11 ■ I■1■I■ ■ ■ ■ .I■ ■ ■1■1■I■I■■1■ 0101■ ■I■ 11!11 ■ • -1-111212 ■I■ ■ ■f■ 111111111010 ■ ■1■ 01312141110 MINI ■ Fi■I■■ 1111 1111■ missal a N 1111 ■i■!■ ■1■ 1111■ 101111111111 ■ ■ ■ .1■ ■I■ ■ ■1■ ■1■ ■ .I■ ■1■ ■ ■t■ .'I ■ ■ ■ -am ■I■ ■1■!■ ■I■ ■I■!■ ■1■ ■ ■I■ ■t■ ■ ■I■ ■1■ ■ ■I■ Elul ■101■ ■ of of Ell . ■f■ ■1■ ■ • ■i■ 0101■ ■ . ■I■ mini ■i■1■ ml Noll 01114131 ■�� �_ Miff EIRCI 121101211 QIIC2 QII13011 121212(2(2 1313 [XI 1212.131211 12[2 0011 1312121311 121101211. A- RKStl 0000Q 0001311 (2[20011. 1212121311 L 5 GIF REIF 13120QLI 121201311. 01201211 12121313(2 ; 3 61119[211 1311131311 01212 1212131= QII QIIQ 6 111IN1911 EE1131211 12I101211 IM [3121 QII121211 ' o 1712QQIIQIIQ 12II0EXI 0001212 121112011 = 3 �� �Ot1 13[1131212. Q12120CI 1212 [212[1 13COMM . 00� 'QIIOOCT 1200011 1212.00CI: CHIC2 ' X191311 131212120: 1112.0011 1212131312 121212131: It KNIESK KWtEIr 01101311 (212[11211 111101211 4' §gE� 1212000 12II12130r 121212[1[1 [2120 4- NERIEQ 13t1013rL 1312 12 0001211 13121213tz KNEW 012001z 120.121211 013001. 01212011 e��re 12[Z012CE 12120011 OEM[=1212 s r 191EKEr OII13011 IM13 0Q 01113 1212131311 NIEMEN 1112 aalz as aalz [3012011 013= NINSQ 130001 012013(2 121201212 12110011 } 12 13110012 13120IIrl CICUOU 1211 R0rlrr- 1212130CL I== IM0131� ■ ■ ■ ■ ■ ■I■ ■ ■1■ ■1■1■ ■i■ ■ ■ ■i■I■ ■ ■1■ ■ mania 21010■i■ ■ ■ ■ ■ ■ ■i■I■ 1111■■■ 1111■■■ 1111■■I■ ■I■■1■I■N ■i■ 0101■ ni ot-ormi-signint all aim 4 1111 1111■ 1111 ■■I■ ■i■ 1111■ ■1■ ■!■I■ ■1■ ■1■1■ ■f■ ■ ■t■ ■1■ ■101■ ■ e ■�■�■ Sto NESURVEY OCAUN (Sr. NAS XE0 ,F -L L PARTLY C LMo r MCM MG RW PCil 1MITS(9"V A.. l F'ev r Tif• /Ay a 01 A. -JC -7 t7 R011Q QTHW 31REC 11ON M M (DCPl�►IH IF OTHER) 38SMATM POW ROAO FAIR P00RI 3os Ei1 wee uwr / s mF" ALSO NATE IF SCHOOLS, PARKS,. 0 PARKING HEAVILY USE13 ORWM. SATE OF OBSERVATIONS / d '`f'fatw =0 i H ME13RJ - H1Q+ RME OF 08SERVAM . ' DATA COLLEC'i OW / L :. S = 7o /; J 0 06SMIM010 AFFECM4G WeM A ' TFOM SHRM BL.O=C VtSJ181 M, MILLS. CURVES, TRAVEL M SITE Aokc tJ RCACWAY SEG&4eirLEVGTH- S � MILES SEGMeirueIGTH. ETC. M (m ul+�Ts� TOTAL. NUMBER OF LANES- (THIS DIREC I ON) 3 :DMMEVTS Al Z O c (OPQOSITE DIRECMON) -� TOTALBOTH DIRECTIONS.. � srREEMNIM CURITM CURB (FT) 9 A OATA COLLECTION METHM /*Z OEVELOPEAEYT: RESIDENTIAL INDUSTRIAL COMIMERCLA►L OIAECTION : 011:tEMON �_ , COMe1NEfl TUB- TMs- TOUL M 0121313[1 12113EXI (212131212 13121312(2 (2Q EMI: II Qals (211131311 121201311 a=13 130 13131:1 Z" 1312131212 131201:12 1311131212 as 0[212 1212000 [312[20[1 as 00[2. as 0[3Q 13[2131211 1312121211 2z QQ [20a QQ 120[1 00 121211 121113QQ QQ 13013 II OQQ [21212 QQOIIQ QQ 131311 (212 rz as 0011 0001311 121213 121212 1312OIIQ cm 00 121311 131201311 01212 24- OaQnQ aIIaOQ QUE2 CE1=11 (MCEM 111700(2 12120 13121313(2 (2121312(2 a (212IM13 [12131211 IME2 T (21213131? • 121211 IM131311 IM13 T QIIQII11 1312131201 QQ 01M QII QIIQ QII COQ 1 II OQQ QII 00[13 12QIIQ 131101211 QII QIIQ 1211131312 0111212(2 2r• (21201311 1312OIIET 121213121? (12(21312: (312121212_ 1712013EI 012 01212. 1312131213 QII QIIQ 121212011 281 131201211 1213131201 QIIOIIII 1300131: 12IIO1211 = CI 121101211 12121313[1 13131312(2 012131211 29 IM131311 Q 121312 IM13 IM= Q00121I 13 130131211 QII 131211 1=121= 1312121211 w 111213131: 01301311 CE13 13[112[2[ M MCIEM11 QII13IILT 012121311 IM131M 13102 T C 31 [211212121? 000[2t2 (ICICI 211 012131212 1212121211 r1jacl 130131211 OCT131311 01201211 0(2131211 _ I 32 WQ121M 131312 [21201211 COMM 0121213(2 '(20011 01200[1 (212013[1 MOM 12[3012(2 d 33 12120012 130121M 1312121312 (2(2121212 0012011 AM IQIIQ. 011121211 012121211 1:1131313[l QQ 00[ l Iwnu� 34-90131211 [212131311 (20121211 121111 121201311 - S WEEK& 13Q 121211 (2(2(2(212 0[2 QIIQ 13EI= . Z 35 U131111 QII 131211 IM131312 1312= IM131211 1 36" 1112(3[3[l (3 I O0Q 120 (2011 QQ 121311 QQ QIIQ. 2 3T 11113312 1311121311 013 0[212 QQ 12 00 0120 Z 38 Sit 0011 [20 131211 OEM]= QO OOtI 120 QOIQ '+ 39 111301012 131113012 QII QIIII. QII QIIQ QII QOLI. 40' IE*131 I 13II13 QII13 13II131211 QIIQIIQ ?� 41 jjj[ OII12 [11213[3[1 Q12OIIII [3[2 [2[311 [M[3[2[j 4Z ail Ill1f QO QIIis 12[20[211 13LIE2 00 000: 5 41 211BIJIff QQ QIIQ. QQ [3011 1300011 QII 121[1 44- ME NII& 111111300. 0121313(2 [31101301 13121312[2 �: _�■ ■■■ 1l12 ■■■ ■ iso ■■■ ►1�. ■ ■■■ 001000 ■■ ■■■ 0111111 in ■■■ ■■ 1111■ as ■■I■ onions .:1. .l ■11n ■■ 1111■ 1111 1111■ 1111 1111■ --.1 .; �■ 1111 1111■ 1111 1111■ 1111 1111■ i . MINING1111 ■■N■N■■I■ ■..■. A , 0a sinMIN on 11n mininggloom MIN1111 1111■ ...■ malls ... ■■ 1111■ .11..11 1: 1010 min Elm ■ ■. 1111■ 1111 1111■ 1111 1111■ 4-11154013 minim ■I■ ■ ■1■41111011111 11116111111 11 11 ■ I■1■I■ ■ ■ ■ .I■ ■ ■1■1■I■I■■1■ 0101■ ■I■ 11!11 ■ • -1-111212 ■I■ ■ ■f■ 111111111010 ■ ■1■ 01312141110 MINI ■ Fi■I■■ 1111 1111■ missal a N 1111 ■i■!■ ■1■ 1111■ 101111111111 ■ ■ ■ .1■ ■I■ ■ ■1■ ■1■ ■ .I■ ■1■ ■ ■t■ .'I ■ ■ ■ -am ■I■ ■1■!■ ■I■ ■I■!■ ■1■ ■ ■I■ ■t■ ■ ■I■ ■1■ ■ ■I■ Elul ■101■ ■ of of Ell . ■f■ ■1■ ■ • ■i■ 0101■ ■ . ■I■ mini ■i■1■ ml Noll 01114131 ■�� �_ Miff EIRCI 121101211 QIIC2 QII13011 121212(2(2 1313 [XI 1212.131211 12[2 0011 1312121311 121101211. A- RKStl 0000Q 0001311 (2[20011. 1212121311 L 5 GIF REIF 13120QLI 121201311. 01201211 12121313(2 ; 3 61119[211 1311131311 01212 1212131= QII QIIQ 6 111IN1911 EE1131211 12I101211 IM [3121 QII121211 ' o 1712QQIIQIIQ 12II0EXI 0001212 121112011 = 3 �� �Ot1 13[1131212. Q12120CI 1212 [212[1 13COMM . 00� 'QIIOOCT 1200011 1212.00CI: CHIC2 ' X191311 131212120: 1112.0011 1212131312 121212131: It KNIESK KWtEIr 01101311 (212[11211 111101211 4' §gE� 1212000 12II12130r 121212[1[1 [2120 4- NERIEQ 13t1013rL 1312 12 0001211 13121213tz KNEW 012001z 120.121211 013001. 01212011 e��re 12[Z012CE 12120011 OEM[=1212 s r 191EKEr OII13011 IM13 0Q 01113 1212131311 NIEMEN 1112 aalz as aalz [3012011 013= NINSQ 130001 012013(2 121201212 12110011 } 12 13110012 13120IIrl CICUOU 1211 R0rlrr- 1212130CL I== IM0131� ■ ■ ■ ■ ■ ■I■ ■ ■1■ ■1■1■ ■i■ ■ ■ ■i■I■ ■ ■1■ ■ mania 21010■i■ ■ ■ ■ ■ ■ ■i■I■ 1111■■■ 1111■■■ 1111■■I■ ■I■■1■I■N ■i■ 0101■ ni ot-ormi-signint all aim 4 1111 1111■ 1111 ■■I■ ■i■ 1111■ ■1■ ■!■I■ ■1■ ■1■1■ ■f■ ■ ■t■ ■1■ ■101■ ■ e ■�■�■ 0000000000oC .... ........... .........ommmmmmmmmmmmmmmmmmmm ................................................... ................................................... ................................................... MMMMMMMMMMMMMMMMMEMMUmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo ....................o.............................. .....................o.............................. mmmmmmmmmmmmmmmmmommommmmmmmmmmmmmmmmmmmmmmmmmmmMME MMMMMMMMMMMMMMMMMEMMOmmmmmmmmmmmmmmmmmmmmmmMMMMMMME ....................o....o......................... mmmmmmmmmmmmmmommummommmmomommmommmmmmmmmmmmmmmmmmm ..........o..00000000....o.00.00.................... .........oo..000000ooo.o.0000.000.................. :omo:o:::oom:u0000000000:moom0000m::::::::::::::::: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ mom ■■■■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Red Hill Ave Location: Warner Ave-Barranca FkwyNo. 95 Time: 1:11 pm -2:01 pm • Field Review By. RSM Checked By: Josh McDonald A PREVAILING SPEED DATA Location of Survey S/O Carnegie " Date of Radar Sample 3/2/2004 85th Percentile (mph) 48 10 mph Pace (mph) 40-49 Percent in Pace 60 Posted Limit (mph) 50 B ACCIDENT. HIS: � ORY Time Period Covered (months) 36 Speed Related Accidents 4 Saeed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 0.25 C. TRA FFIG FACT ORS : Average Daily Traffic 28,961 uration Lane Configuration 6 Lanes Total -Painted Median Traffic Controls Signal at Warner, Carnegie, Barranca Crosswalks At Signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking any time [Other (Specify) D ROA D'WAY ;FAC TORS .......................... Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJAC ENT LAND USES Industrial, Tustin Legacy RECOMMENDED SPEED LIMIT 50 MPH SPEED LIMIT CHANGE No NESURVEY 311"Ell Wit COW FAW POW (EMANIF=411M 0 0A a- A) ROCCOM11M TRAVELM SM. 2,-f PW ROAGWAY SrEGMENIMENGTH s-5 MILES mewLENGTH. ETM (9m umffs) • NUMBEROFLANES (THIS GIK �. •I • . , �� , OP •MNKM • • . S• • E . TO C DATA • • METHOD • • -- • r , 1 RESICENTLAL INCUSTMAL ECnON OTAL TOTAL 20 11111121 (2 2131212 11111111■ 121712 ■a 1111■ 1111 1111■ MENEM 00 ■■■ 1111 1111■ 11N 1111■ 1111■■■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ 0 0 1111■ 1111 ■1111 ■■ 1111■ �► 11111111■ 11111111■ ■■ 1111■ 1111 ■1111 11m 1111■ 11N 1100 1111 ■■■ ■■ 1111■ ■■ ■1111 ■■ ■■1■ 1111110 111110■ ■1111■■ 11111111■ 11n1111■ 111111aa 0■■■■ ■■1111■ 11111111■ 11111111■ . 11111111■ 11111111■ ■■ 1111■ 1111 1111■ 11N 1111■ ■0 ■■■ 1111 1111■ ■■ ■1111■ ■1■ ■■I■ 1111 ■■I■ �- 1111 1111■ ■i■ ■■i■ 1111 ■■1■ 1111 1111■ 1111 0■1■ 1111 1111■ 1111 1111■ 1111 1111■ 1111 ■■IN 110 ■1■■ I �. 1111 1111■ 1111 ■1111 ■■ 1111■ 1111 1111■ 1111 01111 1111 ■■■ ■■ 1111■ ■■ ■■1■ 1111 ■1111 ■■ ■■I■ f 1011■■ ■■ ■1111 ■■ 1111■ 1111 ■■I■ 1111 ■■■ ■■ ■1111 ■■ 1111■ ■■ 1111■ ■■ ■11m 11n 1111■ .: 111111110 11111111■ 1111 1111■ 1111 1111■ 11111111■ ■■ ■1111 ■■ 1111■ 1111 1111■ 1111 1111■ 110 1111■ 111111110 1111 ■1111 ■■ 1111■ 1111 ■■I■ 11N 1111■ 11a 1111■ 1111 1111■ ■■ ■■1■ 0040012 110 1111■ •-. [:•i : ■ ■1111 ■■ ■■1■ 001030 1111 ■1111 ■■ 1111■ 1111 ■1111 1111 ■■I■ 1111 1111■ 11n 1111■ ili1iil 1111■■ 05 0311 ■■ 1111■ 0■ 1111■ 1111 011n 110 ■■■ 1111 0■■ 1111 1111■ 1111 1111■ 1111 ■■1■ iii1II 1111■■ 1111 ■■■ goes ■■ 1111■ 11n 011n 1111 ■110 ■■ ■■■ 110 1111■ 80(sal 11n ■■I■ rx .■■ ■■ ■■■ ■■ 1111■ ■■ 1111■ 11N ■1111 A0 011N 1111 1111■ 11a 1111■ 001005 110 ■■■ ;_.' ;■ 11111111■ 110 01111 ■■ 1111■ 1111 ■1111 _::� 1111■ 1111 11on 1111000 1111 1111■ 11n 1111■ 1111■ 1111 1111■ among 1111 1111■ 11N ■1111 '-. ;,.■ WNJON 1111 1111■ 1111 1111■ ■■ 1111■ ,. ,::.: .," 01111 ■■ ■110 1111 ■1111 11n ■■■ 1111 11111 Mn 11110 1111 1111■ 1111 1111■ 110 1111■ '.'.■ 11111111■ 11111111■ 11111111■ 1111 1111■ �:■ ■■■ Mosem MENMN ■■ 5■■ 11n ■s■ Ii 1111 1111■ 1111 1111■ 1111 01111 ■■ ■1111 a110 11n 11m0 0■ 11ma 00 011m i1I r. .0 11111111■ 11111111■ 1111 1111■ ■■ 1111■ I:�� ; ;,. 1111 1111■ 110 1111■ 0010000 1111■ i■■■ 1111■■■ 1111■■11 1111■■■ �. .. �., 1111■■I■ ■■e■■ el■■■■ i •.� ,■■ 11m 0 W 11111111■ ■■ 1111■ OWN •♦ 1, ,, ■■■ 1111 1111■ 1111 1111■ ■■ 1111■ ...:.: �■ 1111■ 1111 ■■a 1111 ■■■ minim 0 0 :...�:; ;.1:.;:�: 3 1111■ 0010010 Infouls ...,oasis 1111■ 1111 1111■ 1111 1111■ minim ::., ., �., •,■ ■■■ 1111 1111■ ■ ate ■■ 1111 ■■■ 1111 ■s■ 1111 1111■ 1111 ■■1■ minim .�: ;, ;:. _ 1111 1111 1111■ 1111 1111■ 1111 1111■ .'. its 11■ 1111 1111■ 1111 1111■ 1111 1111■ �. ,� _... ■MINIM 01001101115101 0 1111 1111■ 1111 ■■■ :. ;:... 1111 1111■ 1111 1111■ 1111 1111■ 1111 1111■ t. :0 1111 1111■ minim Mtn 1111 1111■ 1111 ■■1■ ,�. ■ 11111111■ 11111111■ 1111 1111■ 1111 1111■ _ ..: A 11LI .■ 8110 0111■1111 1111 1111■ ■■ 1111■ .:.. .1111 1111 1111■ 1111 1111■ 1111 1111■ �:►� .:1111 1111 ■110 ■ min 11n 1111 1111■ ■■ ■■■ ' ;'. ■ 1111■ 11111111■ 1111 ■■1■ 1111 ■■s �� :.�'. 1;1111 minion1111 1111■ 1111 1111■ 1111 1111■ ..; 1111 1111■ 11111111■ 1111 1111■ 1111 1111■ .:, ■■ man minim■ 11m MININIGN■ 1111■ 1111 ■11n • 11111111■ 11111111■ 11111111■ 1111 ■a■ t■ 1111■A ■11man ■ ■■■ ■2 11110 1111 110m 11n ■■i■ 1111■ ■1■ 1111■ 1111 ■■■ 1111 1111■ 1111 1111■ .Tj ■ NINON MINIM■ ■■ 1111■ MINIM 0 m ■■ minim ®� x 1111 ■■1■ 1111 ■■■ 111011,00 on ■■I■ Nunn .'Ila a0E1111 1111■ 1111 1111■ NINON wM11m minim 1111mini ■ ■I■ ol MINGIMINI■■■ ni of Mimi ■ 1111 1111 mimesis 1111■ ,i ; ■1■I■ ■I■ mini ■ ■I■ ■ ■I■ ■ ■ ■IMI■ ■ ■ ■ ■1■ _ lmintsismints mines - miaml, menial mini ■ ■1■ ■1111■ 110ful 21041311111 mini M ■ mini mimesis ■loin ■In ■ ■1a 4NMNIK min 11■1■ MIN101018101 mini ■ ■1■ ■ NIMIGNINIMIMI11 ■ ■ ■ ■1■ in ml■ v ■ ml■1■ ■ ■ ■ ■ ■I■ minsololull Ila ■1■ ■ ■ ■ t s ■ ■ ■ ■ e ■ ■181■ ole ■1■ ■ ■Is 11110111*111161111111 ■ MI040101 Mimi semi 0 minim 01010151014 ■1■ ■1■ ■ mini ■ nl■ ■1■ m1®■ ■ e ■ ■is mit riot■ -I■ 31310412101181015 ■1■ MINI■ ■1■ mininiculsfol111■ : -IM1101010 ■ ■ oW Nicolo ni NJ semi stalsiviewe ■ ■t■ :� ■ m lials!L51111111110111 ■1■ ■ ■i■ ■1■ 3151■ ■1■ ■ ■ ■ ■I■ ■ ■ ■ NJ MINI ■ ■ ■ ■ ■ ■I■ ■1■ ■ ■I■ min ■ ■I■ ■ ■ ■ ■ ■ ■ m o m ■ ■ ■ ■ ■ m ■ ■ ■ ■ ■ m m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■iM■■■■■■■■■■■■■■■■■■■■m■i■m■■■■m■■■■■■■■■m■■■■■ M■■■■■■■■■M■■■M■■■■ MMmmm■mmmmm■■■■■■■■■■■■■■■M■M■M■ ■■■m■■■■■m■■i■■■m■■■■■■■■■m■m■■■■■■m■m■■■■■■■■■mmMME MM■■■■■MMMMM■■MMME■■■■mmmmm■■m■mm■■■■m■■■■■mm■■■■■■ •■■■M■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■o■■■■mE■■M■■M■ "■■■■m■■m■■■■■mm■■©mm■m■■■■■■■mmmmm■■■■■m■■■■■■■■■■■ ■■■■■■■■■■■■■■■s■©■■u■■■■©■■■©■■■■i■■■■■■■■■i■■■■■■■■ ■■■■■■■■■MMMM■■■©©■■©■■©■©■■■©■■■■■o■■■■■■■■■■i■■m■■ ■■■■■■mmmmmmmmmo©©■©©©■©■©■©■©■■■■m©■■■■■■■■■■■mmmo ■■■■■■■i■m■■■■■mommo©©©©©■©©©©©■©■■■©■■■■■■■m■■■■■■■ ■■■■■mmmmm■■■■■©©©©©©©©©©©©©©©■©©■■©■■■■■■■■■■■M■■■ m■■■■■■■■■m■■■■■■■■■■■m■■■■■■m■■mmmmmm■■■■■■■■mm■■■ ■■■■■■i■■■■■m■■■■■■i■■■m■■■m■■■■■■■■■■■■i■■m■■■■■■m■■■ m■■■m■■■m■■■■■■■m■■■m■m©■■■■■■■■■■■■mmm■■■■■mmmmm■■ -■■M■■■■M■M■■MM■■■■■■■■■©■■■■■■■■■■■■■■■■■■■■■■M■■■■ ■■■■■■■■M■MM■■■■■■■M■■■©■©■■■■m■■■■■■■■■■■■m■m■m■■■ • M■MM■M■■■■■■iM■■■M■M■■■■©■©■■■■m■■■■■■■■■■■■■■■■■■■■ „■■■■■■■■■■■■■i■i■■■■m■■©■©m©■■■■■■■■■■■■■■■■■■■■■■■m■ m■■■■■■■■■■■mmmm■■m■■©■©©©■m■■■■■■■■■■■i■■■■m■■m■■■■ ■■m■■m■■■■mmm■■■■■©■m©©©©©■■■■m■■■■■m■■■■■■■M■■■■■■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Robinson Dr Location: Irvine Blvd -Jamboree Rd No. 96 Field Review By: RSM Checked By: Josh McDonald Time: 9:05am-10:05am A: PREVAILING'SPEED DATA Location of Survey N/O Alister Date of Radar Sample 4/6/2004 85th Percentile (mph) 42 10 mph Pace (mph) 32-41 Percent in Pace 59 Posted Limit (mph) 30 ENT::.:ISTOR'1. . BACCIDH Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acclyear) 1.00 Accidents/MVM 1.04 :.: F G :FACTOR ._ :.. : Average Daily Traffic 50292 Lane Configuration 2 Lanes Total -Painted Median Traffic Controls Signal at Irvine, Jamboree Crosswalks At signals/Keller school crossing Pedestrian/Bicycles YesNes Truck Traffic Few On -Street Parking No parking any time Other (Specify) Designated bike lane :. ADWAY FACT :oR D._:.RO . S Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve Moderate "C" curve Lateral Visibility Fair Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Light E. ADJACENT LAND USE Condo communities, School, Park RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE Yes �-�i 951• AbVL" OLIIlp1 ! s���i���.l�• MONO lmMMMmMMMMmMMM ON 0 MONO ONE mMmMMMMMMmmMMMM ONO No ONE MONO No OWN ME No ONE io��000�0000�o��o�M 0 M ONO ONO M■ i000000Mo000Mo111IMo0 0 ON ONO Now 0 i000000�0000�o��o�����������■ i0000000000000MM0MM MOON NONE 00 I000000F3F300000e+oF3MM MMM M.M M W M. Irrrrr�rrrrrrrrrrr������■����•• irrrrrrrrr�rrrrrrrrrrrrrrrrrr■ irrrirrrrr�■ririrrrrr�rrrirrrr�rrrrr irr�irrrrirr�rrr�rrrrirrrir�r�rrrrr�rri■ irrrirrrrr�rrrr■�irr�■srrrrrrirrrir■ irirrrrrrrirrrrMr0mom No iirrirrrrr�■riirirr■�rirr�rrrrrr�rirrr�ri■ irirrrrrrrrrrrrr IMMmrirrrirrrrrMrrrrrMNOON r�■rri�r■ �rrr�rrrrrirrirrrrrrirrr�rrrir�irrr��r■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: San Juan St Location: Newport Ave -Red Hill Ave No. 97 Field Review By: RSM Checked By: Josh McDonald Time: 1 0:30am-1 1:20am A: PREVAILING SPEED DATA Location of Survey IL W/O Charloma Date of Radar Sample 3/3/2004 85th Percentile (mph) 37 10 mph Pace (mph) 30-39 Percent in Pace 67 Posted Limit (mph) 30 B:A. d: IDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 1.99 F.FIC _FAC TOR S Average Daily Traffic 31665 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal at Red Hill, Stop at Newport, Orange Crosswalks At Red Hill east of Orange, school crosswalks Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) D. R OADW Vr;r, or 0%FAP ' ` RS __ Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes ............... Driveway Density . Light ADJACENT LAND USES Sycamore High School, Lambert Elements . School Resd ' Ar enual RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No pqr:6-uu RRS=JA rizz ru "IV o&QTf V r? rwtf7v,- kafRW If fol -mw :'■■■■ 1212121211 1■■■■ ■■■■■ ■■ ■■I■ I ��■■■■ ■■■■■■ 12121201 ■■■■■ ■■■■I■ luse ■■■■ ■■■■■ ■■■■■ FU iffeletalslocal QII01211 Elm$ El Miami Etm to = 1112120: 1212121211 QIIQDU aIIaFTn aUaUa RK SCE1 QII QIIII 12121201 QII 121212 COMM 0 28 Q12 E21M (MEMO: QII CILILI 1212121112 QII a12Li 29 52= aIIQ12Q QII01211 aII= aIIaIIQ ' M ImsgII [E[21= MOM aIIIIIItT 012111222 —� 31 �� �g� als aaa as 121211 as 0120 as a 3z IIR IEff 1121212Q 0121212[1 01212 OEM =.. 31 1[111212ri MGM Q0121211 121212 121212 _ _ _ 34- IMIE111t Q12121211 1212121211 QUIZ aIIQII1z y 35 JR JEBa 012 gals 12121:121: M12 as 121M Z- 36 QJEC21M QII 12II1z 1112121111 121201 1212121211 3T' 1111 EEII11 QII 1200 IMEMU QII = QII E2 33 SEEM 1312121212. 1211121111 01112 as gals s Z 39 211177T 00001 (20aaa as a 1:1121:1 ...........■.■ .■..■ ....■ 11111111111101 ■■ ■■■ M ■. .■ ■■■■■ ■■■ . .■ .. ■■■ an osmosis ■ ■■ ■■. 11 ■ MINIM mils ■■ K ■■■ son ■■ ■■•.■ ■ minim Elm ■■ 0000156010 .•..■ ■.■1■ ...■ ■■ ■■■ ■■ ■■ ■1■ ■■■ ■ SIR .■ ■. ■■■ '.•■ .■■.• •.■■■ ■ Elm ■■ ■■■■■ !� i ml ••. • ■■ .. ■ 111 ■.. ■ ■ ■ ■■• ' Ont-118 al minim ■■ ■■■ MINIM OJE M■ Elm a ..■■i■■■1■■■.■■■■•■I■ :i■■.■ ■..■..... ...Bloom!■ ■■■ oil Elm ■ ■■■■■ ■■■■■ ■■■s■ ■■.■■ 0 ■■■■■ ■■■1■■ ■■■■■ ■■■■■ ■i■■■1■ ■I■ ■ ■I■ ■ ■ 11010 ■ ■ MINIM minim ■I■ ■1■ ■ ■ ■ A ■ ■ ■ ■1■ ■I■ 010104510110131 M ni no mini n ■1■ ■ ■1■ ■ ■!■ ■1■ ■Iml■ ■I1 ■ ■1■ tl■ Mimi ■ ■1 ■ al at ■lot■ ■I■ minim ■ ■ ■1■■ L■1■ ■1■ ■1■1■ ■1.1■■1■■I■1■ jululanizo Mimi Mosul R ■ ■i■ r ■1■ 51513401 a! MASIN1 01 Elm ■I■ ■IMI■ ■I■ mini ■ ■i■ ■1■I■ ■I ■ ■1 011 ■ ■1MINI SIR .i■ ■1 ■I■ ■I■ ■I�Im ■1■ N!jm1 Mimi min ■1MINI Elm 1111111111111111111111111111 wommoommmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmummmmmmmmmmmmmmmmm mmmmommmummommmmmmmmmmmmmmmo mmmmommummummmmmmommmmmmmmmo mmmmommommomommomommmmmmmmmm mmm00000000000m0m0mmmmmmmmm■ NOON NONE MOMMOMMEMOOM MEMO MOON mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmmmmmMMMMMME mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmo MMMMMMMMMMMMIMMMMMMMMMMMMEMME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: San Juan St Location: Red Hill Ave-Brownin Ave No. 98 Field Review By: RSM Checked By: Josh McDonald Time: 1 1:34am-1:01 pm A= PREVAILING SPEED DATA Location of Survey E/O Farmington Date of Radar Sample 3/3/2004 85th Percentile (mph) 39 10 mph Pace (mph) 30-39 Percent in Pace 62 Posted Limit (mph) 30 ky1DENT. H. 0 B� ..:ACC......:.. __ _ .: Time Period Covered (months) 36 Speed Related Accidents 4 Saeed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 3.22:i, ' :. _ A .. Oi"T. F.F. I FC ATO W. .: Average Daily Traffic 2,266 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal at Red Hill; Stop at Browning/Tustin East Crosswalks At Red Hill, Browning, school crosswalks Pedestrian/Bicycles YesNes Truck Traffic No On -Street Parking Yes Other (Specify) Few school buses D. ROAD 'V'VAY� FA cTO R :: _ Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium .: E. ADJACENT LAND USES ResWentral school zon e RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: 17th Street Location: SR-55-Yorba Street No. 99 Field Review By: RSM Checked By: Josh McDonald Time: 9:00am - 12:30pm A: PREVAILING SPEED DATA Location of Survey EI Torito/Tustin French Quarter Date of Radar Sample 4/9/2004 85th Percentile (mph) 41 10 mph Pace (mph) 32-41 1 Percent in Pace 36 Posted Limit (mph) 40 at. ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 20 Speed Related Accident Rate Annual (Acc/year) 6.67 Accidents/MVM 5.18 C FACTORS Average Daily Traffic 35,228 Lane Configuration 6 Lanes Total- Raised Median Traffic Controls Signal at SR -55, Yorba (S), and Yorba (N) Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No parking any time Other (Specify) Heavy cross traffic ROADwA . :F C. Length of Segment (Miles) 0.1 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E ADJACENT LAND USES commercial, Business: reeway, RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No cot 00000 00000 00 000 DODO 1 w = 013 SPEED ZONE SURVEY , 00 aaa �" 00 aaa - 11110000, LK SOT , ' �`IT 0130013' WEATHER: N OUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN L :ATION (ST. NAME) 00000 000013 ROAD SUt�FA OiTHER L TS (STN) ■■ ■■■ §80211- (EXPLAIN IF OTHER) DIRECTION NB SS W 5 S 1 - ROAD CONDITION FAIR POOR i QWERVATION POINT N� 00 000 ALSO NOTE IFSaRSAMRKS, ON�STREET PARKIN ,HEAVILY USED DRWYS[ F TED SPEED LIMIR � MPH 000011 00000 �E OF OBSERVATIONS TIME OF OBSERVATIONS: ' PEDESTRIANS NOEDIUM• OBSTRUCTIONS AFFED AS: S HR BS BLoacING VISABI , HILLS, CURVES MILES TA COLLECTION 0 "' O DATA 00000. TRAVEL TO SITE �' %'' ROADWAY SEGMENT LENGTH aaaaa SEGMENT LENGTH, ETC. 000130 (BTN LIMITS) 3 0■ aaa TOTAL 00000 NUMBER OF LANES (THIS DIRECTION) ,.,r •{•r, �.) c Q n a (OPPOSITE DIRECTION) COMMENTSU.) 9 ; , . � ��-�-' TOTAL BOTH DIRECTIONS _ F_ S 1 ", ` 1_3' fo000 STREET WIDTH CURB TO CURB (FT) 00000 00000 000 DATA COLLECTION METHOD 1:� Y'._ bc Q T `o S �.a.► DEVELOPEMENT: RESIDENTIAL INDUSTRIAL, MMERCIAL 2s. N110130 gli� 00 000' 013 aaa TOTAL n v 000 Q 00000 00000 00 000 DODO 1 w = 013 00 000 00 aaa 00 aaa 00 aaa 12 smogs 11110000, 000013 0130013' 00 013 _ 13PEW 1%f NEW ■®O013. PENES 00000 000013 00000. 00 aaa. 00000, 00000 ■■ ■■■ §80211- U 000 00 000 000 - - 1111110000. 00 000 0001313 ..... 00omit 000011 00000 aaa❑ is ■■■ "gala 00000 00000. 000013 =q ■■ ®®� M ROG aaaaa 00000 000130 0■ aaa 00001a 00000 00 aaa jant z 1 NINE. ®0 aaa 00000 00 000 ODDO 05000 00 000 00 000 00 0013 as aaa ` 1_3' fo000 00000 00000 00000 000 eq " o Q 00000 00000 as aaa 00 aaa 2s. N110130 000013 00 000' 013 aaa 00000 2( ■o 000 00000 000013 000013 00 aaa z 7 100 aaa 00000. 00000 00000 00000 . Z 11 013 aaa 00000. 00000 00 000 000130 2180900 000013 00000 000130 0001313 30 11100012 00000 06000-00000 00000 31 11011100- 00000 00000 00000. 00000 32. 50 000 00000 00000 00000 000130 33 00 000 00000* 00000 000013 00000 . 3y 00 000 000011 00000 00 000 00000 3300000 00000 00000 00000- 0001313 3 6 00000. 00000 00000 00 000 00 0013' 3 7 00000 00000, 000011 000001,00000 *37 00 0013 000012 000013 0130130' 00 000 3? 00 aaa 00 aaa_ 0001313 0001111 as aaa • 11 0111111tomal mill NJ 0 1 on MEN ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■.■.. .■ min ■ ■■■.. .■■■■ ■■■■■ ..... ■■ ■■■ ..... ...■. ..... ■■ ■■■ ■■ ■■■ ■■ ■■■ 111111011 ■■ ■.■ ■..■■ ..... ■■ ■■■ on ■■■ on ■■■ ..... ■■ ■■■ ..... a ■■■ on ■■■ is ■■■ on minim I a son Elision ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ MIN ■■ ■■ ■■■ NINE ■■ ■■■ ■■ minim ■■ ■■■ .. ■.. .■ ■■■ 011100 a BIN 01111111110 I IBM 11 0111111tomal mill NJ 0 1 on MEN on 111111111 OOOOG 000013 00-0011. 0 IiIalso 00000 001300 00000 0130011 00 -00 -El 00000 00-0013' OOOOEI 00000- min NON on son Bailin I I I I Millais 013 01111 00 00a 0OOO1L-ODO0E1 13013012 0001311' 000011 - 19 ■■ ■■■ MEN miss an Sam EJEJOOG 000011 as ■ ■■■ no ■■■ 0 ■■■ I mill I mills is ■■■ on minim I a son Elision i■ ■■■ on son ■■ ■■■ I son ■■ ■s■ on so son ■■ ■e■ on MEN on MEN on on man on minim 0 son gloom 0 on solo so on on INN so minim 11t!!§ gloom on men on son on oil on son mollims I so no minim somilim long mill@ minis minis Emig MINE 00131313 00 000 01313013' 1313111112 1313111313 00000 OOOOEJ 00000. 00 00[i 00 0[3[1 OOOOG 000013 00-0011. 01301311 000011 0000[2 00000 001300 00000 0130011 00 -00 -El 00000 00-0013' OOOOEI 00000- ......................... ■■ ■■■ ■■ ■■■ 00 DO[[ 00 00110001312 013 01111 00 00a 0OOO1L-ODO0E1 13013012 0001311' 000011 - 19 ■■ ■■■ ■ ■■■ a ■■■ 000O[j EJEJOOG 000011 000011 013001:11 ■■.. ■.■■. ■.... ..■■. minim .... .. minim .■... ■ minim ■ Iloilo ■ ■■■ ■■ ■■■ ■■ ■■■ 111111111 on ■■■ ■ ■■■ on ■■■ ■■ ■■■ no ■■■ ■■ ■■■ ■ ■■■ a ■■■ 0 MINIM ■■ ■■■ ■■ ■■■ ■ ■■■ no ■■■ 0 ■■■ on ■■■ I mills is ■■■ on minim on minim 11111111111 on ■■■ i■ ■■■ ■ 0 ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■s■ I■ ■■■ ■■ MINIM ■■ ■e■ ■■ ■■ ■ ■■ ■ ■■ Of 00 000 00 000 00 000 �E' t DIRECTION SPEED ZONE SURVEY 00 000 ' 000 �� e cmr TOTAL 1113 oaa OBSERVER: LOCATION (ST. NAND `�' h `Q TOTAL WEATHER:OUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN UMITS (STN) r S -r- a l ROAD SURFA, OTHER DIRECTION NB SB6)118 20 00 00o [1[1[1[1[3/ (EXPLAIN IF OTHER) OBSERVATION POINT 1 ro R T o S 7 yiiii- ROAD CONDITION G FAIR POOR POSTED SPEED LMlrr �� MPH 00 01313 ALSO NOTE IF SC RKS, ON -STREET PARKING HEAVILY USED DRWYS, DATE OF OBSERVATIONS 4V z 9 4 2 131100[3 PEDESTRIANS NONE 0 MEDIUM HIGH TIME OF OBSERVATIONS: DATA COLLECTION `- %D : OBSTRUCTIONS AFFECTING SPEED AS: TREES, aUBS BLOCKING VI , HILLS, CURVES 110111313 TRAVEL TO SITE 5 K.j + ROADWAY SEGMENT LENGTH . MILES 000013 SEGMENT LENGTH, ETC. / M (STN LIMITS) 011111313 TOTAL 00 000 NUMBER OF LANES (THIS DIRECTION) COMMENTS 1313oaa 131301313 (OPPOSITE DIRECTION) 3 00 000 23 130 aaa 00 000 TOTAL BOTH DIRECTIONS 00 000 00 000 n00013 STREET WIDTH CURB TO CURB (FT) 00 000 00 000 00000 DATA COLLECTION METHOD 00 000 24 00000 00 000 DEVELOPEMENT: RESIDENTIAL INDUSTRIAL ERC 00 aaa 00000 00000' DIRECTION 00 000 00 000 00 000 00 01313 DIRECTION 00 000 00 000 00000 000 31 ON NMI& COMBINE TOTAL 1113 oaa [1[3[3[3[:l n0000 1100013 TOTAL 00 000 00 000 .32 ®M I®® Eo ■§® 50 0130 TOTAL 20 00 00o [1[1[1[1[3/ 011111313' 130131113 111][113 00 000 a 13013 1113111113 00111113 00 01313 1313111113 n13000 21 13130110 131100[3 00 0[311 1111131313 1311000 DOM1113. 0001313 110111313 00 01313 00131313 as 000 000013 22 00 oaa 1113000 013111313 011111313 130131313, 00 000 0111313 (313111313. 1313oaa 131301313 00111113 00 000 23 130 aaa 00 000 0011[3[3 00 000 00 000 n00013 0001a 00 000 00 000 00000 00 000 00 000 24 00000 00 000 0001311 00 aaa 00000 00000' 000011 000013 0131300 00 oaa 0130013 130 0013 00 000 E10000 25 00 000 00 00[3 00 00[3 00 000 00 0013 = MEMEN o oaa 0130013' 0001313 0130013 01313 00000 26 00 000 000013 000013 00 0110 00 000 111311110- n0000 00 000 00 000 00 00[3 00 000 41 ■■ ®E Z7 00 000 -00000 000013' 00000 00 00 000 n0000 00 000 00000. 00 0013 00 0013 9011131r'131211013 28 0001113 0001313 131313131 000011 1111000 00 aaa 000011 001300 00 0013 00 000 00000 00 0130 29 @6000 00000 000013. 000130 1300013 44. "o§p 1711313013 131313130 0001312 0130130 d0 aaa 00 000 30 ■EM50 00 000 00 000 00 000 00 01313 no[300 00 000 00 000 00000 000 31 ON NMI& 011 aaa 013 aaa 1113 oaa [1[3[3[3[:l n0000 1100013 00 000 00 000 00 000 .32 ®M I®® Eo ■§® 50 0130 00 0110 00 0013a 000. 00 000 00 000 00 000 00 000 33 80111J. @VMS[] 130 0013 001113[3* 013001 n13000 00 000 00 000 00 000 0000101 34 ME ■O® DOM1113. 000013 0130013 0011013 17113000 00 000 000013 013000 00 000 35 11 ■of ■NERE 0000[l 00 000 00 000 n00011 00 000 11130011 00 000 00 000 36 M ■N§ END[][] 001300 [1[3[1[3[3- 130 aoa n00013 00 000 0131100 011000 1313000 3T VIRMES 00 000 00 000 00000 00 000 00000 00000 00000' 00 000 00 0013 38 ■o l®■ §0000 00000. 130 0013 00 000 E10000 00 000 00 000 00 000 00 000 39 ■N ■O® MEMEN 00 000 00 aaa [30 [3[3[3 Q0000 oaa 00 000 00000 00 000 00 000 40 no OEM MEr■ ISS, 08111113-.131301313 111311110- 0 0013 a[3 000 1313 131311131300000' 11131301 41 ■■ ®E @M 111313013 [][]0[][3' 110 aoa.01111130 00 000 13131300 00 0013 0131100 42 OEM" ■§M00 9011131r'131211013 110 0013 011011 111301313-131313013 00 aaa 1311 131113131143 I■ ■Eff ■w.50 1300011 00 000 00 0130 n0000 00 00000 000 00 000 00000 44. "o§p IM000 00 000 00 000 001300 0 000 00 000 00 000 00000 00 000 45 ISIND 013000. 13130131:1 01313131:1 1313000 n00013 00 000 00 000 00 000 00000 46 01JEEN 00000 13130011 0001311 00 0000 00 0013 00 000 00 000 00000 47 MM01313 000013* [30 01311 1313000 00000. 110013 0001313 00000 00000 00000 48* 00 000 0001311 00 00E1 000013. 0011130 0 000 00 000 00 000 00000 0130013 49 00000. [3[]0[3[3- 00 0013 013 aaa C]000[3 11130013' 00 000 0001312 130000 130 000 50 0131300 001100 0130011 0130011 00 000 51 0000[l 00 oaa 00 013[1 0001311 00 00[1 52 0[300[j' 11111300. 111113011 0131100-. 00 00[1 53 000013. 0130013' 130 0130 01300[1 0000[l 54.00'00[1 00 0013 (3130013: 01301311 00 00[1 55' 013131311 aa'0aa 01300cr 0130013 00 01313 = 56 00111311. 000011 00 0013 0130130- 00 01313 5T 013 0[3[1 000011 0130011 00000- 00 0013 58 013013[1 00'00[L 000013 0013011 01301311 59 0130011- 0110011 00 a0Q 00130U 00 001 �.. 1 ■ ■.. ....■ ■tN■ ■ ■■■ ■LNl■ ■■■ ■■ ■■■ ..0 ■ ■■■ ■®Ql■ ■■■ ■■ ■■■ ■lots i ■ ■■■ ■■ ■■ ■■■ 11111101111 ■ ■■■ ■■ ■all ■ ■■■ ■■ ■■■ ■■ a Ellin 1 0 1 a 111 1 Ellin 0 I son 11111111111 11111111011 mossm Elm 11111111 I NMI I I I 1 0 0 vim I 01's I I I I I Elmo 1 0 0 N on on so sign I son I ■��■■ ■■ ■■■ ■■ ■■■ ■■ ■eNMI ■ ■■■I - ooc �ooao oaoo 000e 000 000 000 aaao immmmmmmmmmmmmmmmmmmmmmmmmmmo immmmmmmmmmmmmmmmmmmmMMMMMMME immmmmmmmmmmmmmmmmmmmmmummmmo immmmmmmmmmmmmmmmmmmmmmaimmmmm immmmmmmmmmmmmmmmmmmmoomommmo I..............o.000000000M.. �.....00.o...000000000000000. NONE OEM OWN MEMNON i��©tea©�������������■��������■ 1MM©©©©OM t t O OM t OM t O t t O MOWN t t■ IN©©©©©00mommommommoommommoo■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: 17th Street Location: Yorba Street N. -Prospect Ave No. 100 Field Review By: RSM Checked By: Josh McDonald Time: 10:30am-11:32am A: PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/13/2004 85th Percentile' (mph) 40 10 mph Pace (mph) 31-40 Percent in Pace 73 Posted Limit (mph) 40 134 ACCIDENT. HIS TORY Time Period Covered (months) 36 Speed Related Accidents 34 Speed Related Accident Rate Annual (Acc/year) 11.33 Accidents/MVM 1.95 . C RAFFIC° FACTO Average Daily Traffic 34,542 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal at Yorba (N), Yorba (S), and Prospect Ave Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) Heavy cross traffic D . ROADWAY FACTORSs .... a; t Length of Segment (Miles) 0.46 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Heavy E:: ADJACENT LAND USES Commercial/.Business RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No ? o 2V SURVEY Spm ZONE carr '- trATION (Sr. NAS ! 7- WEA?HFlt-w i-& CLOUDY PARTLY CLOUDY MOSTLY CLOUDY POG RAW (�1 o eb A- No -/c ec7 ROAM SURFACE DRY OR OTHER uw4ECTION Ne (oaPL4tN IFOTMM OVATION POINT n - RCIAG COMMON i FAR POOR sm SPEC umor 1J 113 MP�t ALSO NOTE IF SCHOOLS,, PARKS; ON -STREET PAR04% HEAVILY USED ORWYS, TE OF 08SERVATIONS •'�. / / �� PS�ES'TRIANS LOW- MEDIUM HIGH WE OF OBSERVATIONS: DATA COLLECTION'rl Z 0BS IRUCTIONS AFF£CnNG SPEED AS: TRES, SHRUBS 81,OC>aNG VISASUM, HL1S. CURVES: TRAVELTO SITE LS -P%. t •J ROADWAY SL-GMENTL0M / MK SE-DMENr L. NGTH, ETC. AJ (8TN UMITSj � TOTAL NUII�ER OF LANES (THIS DIRECTION) COQ - S ✓ 4 9'/) Ar (OPPOSRE DIREC710N) � TOTALBOTH DIRECTIONS' STREETWIOTH CURB -TO CURB (FTj DATA COLLECTION METHOD DEVELOPEIIAENT: RESIDENTIAL. INDUSTRIAL co !0 Z RECTIONt" ��'1�?►- _....- COMBu :DIRECTION - W � 1� 1 v Z TOTAL TOTAL �...,. TOTAL 20 00 OQQ 130 aaa 1313 013000 as 121311= a aaa 131:1131311 13121300' 1313OaO. 1313131311 21- 00 aaa 00[21313. Oa aaa 01101212 .131213130 1313131313 1313131312 1313 131313130.(30 aaa 13131313 27- Oa aaa. 00 01311 131211130- 130 aaa 01313111 J31101312 as aaa as aaa 0000a 00 0013 23 as [3[3[3-.0130[3[1 013131311 1313 130[1 0013011 131313012 01300[l -13130[3[1 013 [3[3[1 013 aaa 24 (312aaa 110 aaa 1313131311 1311121311 130 01312 r711213011 Oa aaa as aaa 130 aaa 1311131311 t 257 Qa 1313EY 1313131311 1313131= 1312131311 . 1312131312 12 aaa 13111313[ 131101311 a11a13tl EMEM 2B' [3[3[3[3[1' 01300:1 013131311 13111313[l13131313cl a aaa Oa aaa 13131313a as aalr 012001 z 2T 5913012 [30 0011 as 13aQ 13001312 COCO t a aaa 130131311 130 aaa 120131311 aaaaa 0 28- 1313131312 1313131212 01301311 13[.131311. 00 aaa [313012[a 1212131311 as aaa 130 aaa 130 aaa z 29 M&a0a 0001311 1312131312 01:1013G. 1313 aaa 0700G. as aaa 0a00a 013001 as 13013: a 47 30. MONEff 10131311 01301311 1312131311 013 MENCEr 001313U aaaaa aaaaa aaaaa 31 Njiffln: f® MCG Oa aaa aaaa[a. CCCCG' 3 Saoaa4 1112131311 aaaaa aaaaa aaaaa _ 37- 111EVI . N131-31312 013aaa Oa aaa: Oa aaa E NEIr 1313131312 aaaaa (313.131312 013131313- 33 s® Mail ®E ®ars 131201312 Oa aaa 12131113 12�1911§011 (3a aaa as aaa 130 aaa 13131313[l 34 ®a &311, Me Maa. (313aaa as aaa Oa aaa 11*1311 Oa aaa as aaa: aaaaa as aaa: to 35 5111JEW ME[NEW 1313130[l 001313[1' aa E®off E1913012. 13111313Q 1313[3[3[1 aaaaa � 36 ®§ ®®ff 15 aaa as aaa. 1313131311 0111300 I.SER RENEW 130,13012 1213131311 aaaaa - MQ [113[lOa0a12 1113131111 as aaa 3T ®M Illfff38 f ummel. ER E012 Oa aaa 131201311 as aaa (-1 ®a 01313 1111131312 130007 1313131313- ■f llplM_ SEENK IMERa12 1313131311 aaaaa 1113131312 i C5 3 Bill JE®& 131201311, (313aaa 13012110, 130 aaa. { IMMIREff MEMS 00 0011 1313aaa 1313131312 z 40 111113011 131101311 1312130G. aaaaa 1312 13 M111019. 019RE0 130131312 aaaaa aaaaa 41 ®E ®Ea o0. aaa 013 aaa 130 13111 00 aaa.s��� 9131300, 111313132 00`131311 [31300[1z 42 ®®aaa as aaa aaaaa OB OOa 130 aaa - NGER 1312131313- 13113130 1313aaa 111313013 • 0 43 Oa 13[3[1 130 aaa 1111 aaa as aaa Oa aaa 11 SIM 1313131313 11130012 aaaaa. aaaaa 44- 1313131312 1311300. as aaa 1312011G, 130 aaa MOCOO- 131313012 131301212 (3121313110[2aaa 45 1313 aaa 0130011 1310131312. 013131311 1313130 _ � o 13131311 012 aaa (313 aaa aaaaa 130131311 46 00 aaa 013 aaa 13121313[l [3[3aaa_ 13120112 T ME NE19 00 aaa 131313012 . aaaaa as aaa 47 M00oal aaaaa aaaaa aaaaa. aaaaa *11®a 1312111111301313[l, 00013[l0110[31 • as 0131101201211000011as aaa 1313 aaa i a 131311. 0000[l 013 aaa 00 aaa COCCE! 4g [3[1013[L 013013a 01201311 aaaaa [3[10[3[1, a0aar aaaaa. aaaaa aaaaa aaaaa. a 5 Oaaaa aaaaa 00aaa 013131307 012aaa0 130121: 01300[1 aaaaa aaaaa aaaaa- 51 ®120[30. o0. aaa 131201111 13111313[r 013 aaa i o a aaa 1213001 013 aaa 013 aaa MODEL 5z 013131301 00131311 013013[l aaaaa 131101313a aaa. 000011 aaaaa 01100a[111013a 01301311 00013[r 00 0011 01301311a a aaa als0aa aaaaa as aaa aaaaa aaaa01 aaaaa aaaaa Ouaaa -aaaaa c3 a aaa aaaa1 1312013tz aaaaa 1212131311 01113aa aaaaa aaaaa aaaaa MO011 f OEM aaaaa 13cra0a aaaaa 13[111013 aaaaa aaaaa aaaaa. aIIa13a aaaaa 1313013 aaaaa 121213011 [3[1131311OQQOIZ ST 13111313[l 00aaa.* aaaaa aaaaa aaaaa . aaQQ. 101313n- [31201311aaaaa M13011} 5& 13E113011aaaaa aaaaa 101313a 13tsaad 13131311 t aaaaa aaaaa aaaaa 131113013 aaaaa 1311 aaaaa aaaaa aaaaa 11 aaaOQ aaaaa aaaaa 013131313 MI. DOD QaQIICC (mimll aaaaa DENIM Mrinrr nrTnnrr nrrnnrr nrrnnn- rWTrinn- • • • • r r • • r • r r r r r • loom . ■ . ■ . . . . . . . . . . . . . . . . . . . . ■ immmmmmmmmmmmmmmmmmmmmmmmmmmo - - - - - - - - - - - - - - - - - - ■ I . © © © © © © © . . . . . . . . . . . . . . . . . . . ■ I © © © © © © © © . . . . . . . . . . . . . . . . . . . ■ I©©©©©©©©M©©0 0M O M M M M M M MMM M M M■ I©©©©©©©©©©©©©M M M M M M M M M M M M M M■ I©©©©m©©©©©©©©©�jMM M MM M M M MM M M M M■ lmmmmmmmmmmmmmmmmmmmmmmmmmmmo I . . . . . . . . . . . . . . m . . . . . . . . . . . . ■ . . . . . . . . . . . . . . . . . . ■ . . . . . . . . . . . . . . . . . . ■ © . . . . . . . . . . . . . . . . . . . ■ IMOMMMMME3mmmmmmmmmmmmmmmmmmmm © © © . © . . . . . . . . . . . . . . . ■ INIMINIMMIM©©©©O©MOMMOMMIMMIMMINNON■ IMMOM©©©©©©©©©00NON M■MEMEMEN ■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form cD==n i iMIT [-NONCE No Street: Sycamore Avenue Location: New ort Ave -Red Hill Ave No. 101 - Field Review By: RSM Checked By: Josh McDonald Time:10:25am-11:0 am : Am PREVAILING. SPEED DATA :. Location of Survey 0.5 Mid Point Date of Radar Sample Vertical Curve 2/17/2004 85th Percentile (mph) None 32 Lateral Visibility 10 mph Pace (mph) 24-33 Surface Condition Good Percent in Pace 78 Yes/Yes Posted Limit (mph) Street Lighting 30 RY IDENT H B�Pc 1ST0 _ _ j Medium Time Period Covered (months) 36 Residential, school,hurch RECOMMENDED SPEED LIMIT Speed Related Accidents 14 Saeed Related Accident Rate Annual (Acc/year) 4.67 Accidents/MVM 3.00 G TRAM -- _ FA ORS ......................... . Average Daily Traffic 8,524 Lane Configuration 2 Lanes Total - double yellow Traffic Controls Signal at Newport, Redhill; Stop at Carfax Crosswalks At signals/Carfax, school crosswalks Pedestrian/Bicycles Yes/Yes Truck Traffic Few On -Street Parking Yes cD==n i iMIT [-NONCE No Other (Specify) - R Y :FACTO:..::: : 00;:ROADWA :... _ :. Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density j Medium E ADJAC ENT .LAND USES Residential, school,hurch RECOMMENDED SPEED LIMIT 30 MPH cD==n i iMIT [-NONCE No —"—� SPEED zaNE suav=v CITY 7a ,J'1t Ar KIS LO�.AT10N (moi � • NAIL UMTS ��. � � ! G' �+ t.t ca r? f-' � Q %� � �-' UccWH� 14-4 WE}�Tff@� 9�1��`LOUDY PARTLY CLOUOY MOSTLY CLOUDYFOG RAIN DIRECTION �EB_WS G � � A �. . ROAQ SURF! OTHER OBSERVATION POINT' o C A,1,4,o7 •[OMA .. n� ; _ a , `.tJ7' ROAD'COMMON. PRAIN IFOTHE) FAIR POOR POSTED SPEC 1111A1IT' DATEOF OBSERVATIONS 3d . MPH .� r%/ ALSO NOTE IF SCHOOLSO PAR d►N�STREE�TPARKIIVG; HEAVILY USED poly TIME OF OBSERVATIONS: RATA COLLECTION ;,,,2' l /: �2 PEflESTRIAN - MEDIUM HIGH a now TRAVEL TO SITE Zo � � �J ONS SPS AS: TREES, SHRUBS BLOC XINGTY ROADWAY SEGMEIi rUENGTH VISA8IU ' �� CURVES SEGMENTIFNGTH, FTC. MILES: TOTAL COMMENTS -44v It , � NUMBER OF LANES. (MUMS iH DIRECTION) I : I ' I c .C.. ,v (OPPOSITE DIRECTION) TOTAL BOTH DIRECTIONS �. STREET'WIOTH CURS -TO CURB (F'n ��� • . 3010100 00101010 NEININIE MMIN DATA COLLECTION METWO niacrnn�• 0EVB.OPe4Wr+RES INDUSTRIAL COMMERCMI. TOTAL. •`-� 20 00011111111131311 1313131313- 1313131211' 1313000 Zk 2t §gg012 111113013/ 13130013C]Elcj[313 .[2[3 0[3[ --19* 22 ®R 13012 11130011 1313131313 131111131 as QaQ 1, 23. RE131311 as Q13a 110 013[2 011013[1 01313[311 24 ■EG0110[130[z 1311131312 1313[3[2[1 111301311 A 23 §ff®OW 111111111 1312131317 (3121313[1.13[713130' fi 26 ■NI« 11101112 131101113 11[13011 0130012 A 2T N013[3[1 111113011 13[1[2[3[1 130000 0[3[313[: 28,: [2111: 0 , §n Eng. 1101113[312 [312 131313 1313131311 29'. IM ■MIF 1313 13012 1113.13[3[1 130 01311 1313121311 S 30 IN NEW 11131307 013[311[1 13Q131311 01101312 31 BE E®[1 1111131111 1313 130[2 /311131111 13130[3[: 3z $131311[1 1111 111113 121313011 1313131312130 00[1 3 33 0581312 11[30[311 121113112 130 a[3[1 1313131313- 34- 13[3 130[1 1313 0[3a 130131113' 00131311 (:][1[3[3[1. ' TOTAL 1213131312 X0000 �000Q 5 mai. NZ 13013017 13013012 13013139 1313013Q 0000 000OQ 00000,000017 oaooa 1313131312 131113 �- E1112 131313017 14fff WjE[ 1313131312 4_ Q 1313[1 0130012 MK INIEK O 1313 r + E01313[. 35 1130012 (31213111:1 1301302 110 131311 111213130 --� 36 1311011[..1311 [31112 11110[3[1 1311 [3[3Q 0[313if 3T 9[3 0132.1311 a[30 111313[313 .13 011 Q 0013 � X01313[. 131313131:1 013[31: [30131312 - BE 130 [3011 a[31311[3. 131113Q13- [3[30012 4 1111:1131312 39.131113111 1312131112 1113131313 130131311 13013130. _ 1301313. 40" 13013011 13013012 13[1130[2 110 0011 13110012 41 110013[1 013130[12 110131313. 13[3[3012 0131313[? 42 1301313[1 110 [30[l 13[13012. 13013013 130 0Q[l 43 0[3 011[ 130131311 131313130 13013[311 111313[1[2 44. /313/31311 as 01312 13110[313 1313131311 1313131313 45 130 01312 1113131311 119131312 1313130[? 46 131313012 110 ❑1311 1313131312 11[3 130[- 131313[3[1 1311(3012 4? (30131312' 131301312 1313131112 13[3 13131. 13[3 0[3[12 48.0013011 13000[l 13013012.1311,13011 013[3[311 .49; 13[13131213000121113.131311(313 Q1311 131213[3[. 50 /311121111 1113131112 (313.1313[1. QQ 13QEr 13[1301 51 13120111 111200111312(113[1 1312013[1 1111 0012 1312130[r 1313 1101113131313121313(3[3[1 1312131113: 53 13[(11111 13110131z 011.131311 0213011 1113131311 1312130011131312/1 131301312 13201311 Q121313[1 55* 1310011 W131311 13ICM 131213 13[113[311 5& 012013Q 13[013[ 13[11313Q 11121313111312111311 57'13121313111313130cr 1311131111 [3[1[3 0110011 5s (3111313111301313121311131311 Q1J13 131213111 5% 1312131311.13[13011.0[1313111312131 [3[1131311 61113120 dGEM1131313111.0131113 au131311' 6t' 12120 . QL1Q13t= 13[11112[[ nrrr m- nrTrw-tr r moons minim 0 son 0 minim on son into on Blooms no son a I min 010 so son onion 0 as was solelff no m N a 0101ofs 0§101010 1 minim WE a 0 Elm's on I Ian on miss F on MEN no 0 on ONE an son on loin 0 01010 no Ron 0:0 OWN MMINIMIN Bases w 0 MINIM on now a now an on an won monsm moist -on so solo a .! AL1110 3010100 00101010 NEININIE MMIN 0 Elston Mullins IBM so now 0 minim 0 onsom a F I men 111110SIR n 0 0 1 loin a 0 1 WMENIN a 0 =WIN 0 0 no ommilve -i MINIMIM I I I I F�g LOTS In MINN mace N minim a N a N minim §1111111 Elm a I AWN IJ names ME an I minim win so 1151110 minim -N 111 5 M man w Bills MINIM No Elm minimills 0 Is ago mill [Elm TOTAL 3MME3MMMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Tustin Ranch Road Location: Jamboree Road -Rawlings Way No. 102 Field Review By: RSM Checked By: Josh McDonald Time: 12:00pm-12:54pm A PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/9/2004 85th Percentile (mph) 53 10 mph Pace (mph) 41-50 Percent in Pace 58 Posted Limit (mph) 45 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 6 Speed Related Accident Rate Annual (Acc/year) 2.00 Accidents/MVM 0.75 , .. :.: C :T.... ..__ _ RAFFLC FACTORS ........ .. ....... Average Daily Traffic 10,023 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal at Jamboree, Portola, Rawlings Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) D:... ROAD ACTORS.:- WAY F O S Length of Segment (Miles) 0.73 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES Residential (hon t): RECOMMENDED SPEED LIMIT 50 MPH SPEED LIMIT CHANGE Yes �golf 2` -lo • SPEED ZONE SURVEY Cry �L"Amm (ST. NAmn TI -t S EPARTLY CLOUDY Momy mouDY FOG RAIN L TS (9TNj� ",�-�•• v�c�rZCa ROAD SURFACE MY OR OTHER Dw.c"'=cm 11MAB WH OBSERVATION POINT p,14 J r,44 C (EXPlAW IF OTHm ROADCOMMON. ON. FAR POOR Fr- +TED SPED umffr I ALSO NOTE IF SC190LS, PARKS, ON.MEET PARKM HEAVILY USED ORWYS: C E OF OBSERVATIONS 9 ),v y PEDESTRIANS &OW LOW MEDIUM HIQ+ TimS OF OBSERVATIONS: DATA COLLE-CMON-- crIONSAFFECTING SPES) AS: TREES. SHRUBS BLOCKING VISA81U1Y, HILLS. CURVES TRAVEiTO SITE ROADWAY SEGL*NrLENGTH IF MILES SEGMENT LENGTH, ETC. (BTN UWM w NUMBER OF LANES (THIS DIRE -C I ON) 3 COWENTS. x'' �- w, �' ' ` t) two, 4 It (OPPOSITE DIRECTtON) r TOTAL BOTH DIRECTIONS G • STREET WIDTH CURB. TO CURB (FT) A' Ae DATA COLLECTION METHOD 4 A. DEVELOPEIVENT. R INDUSTRIAL COMMERCIAL ec m l 1 Aj! a DREG i ION - i TOTAL TOTAL _�,... TOTAL m 00 a0a [10 [3[3[:L 00131311 13130131 130 01113 [213013[l as 13011 as 13aa1 1313131313 0013012 21 013100 00 000. 00131312 001300 -130 131313 = a 001 011131213. 1301313[l 013 0013 as 131313 • 27- 00 aaa 0131300 1312000. 1313131311 0013131 11111312 1313131311 130 aaa (30 aaa: 00 M[I 23 00 131311 130131311 13131313[a. 131313011 131313131:1 1313 0013 130 aaa Qa aaa 130 1300 110 0130 24.013 1300 00 10111 1313131311 (31200[1 120 0131 a [312[1 011131312 130 131311 001300 131212131:1 2S. 131301312 131201311 1313 MM [31213131. 13[1 17131212 13[1131317 000Qa Q13CIIIiQ 1312 W { 25 013 131312- 0001312 1301313111112131M1313 000 = [30012 013000. 13131113[l131313131113[1[313[17 01213012 130013a as 00a 012aaa 00 0011 a aaa 131301312 130 aaa 0000G 013013a 0 M-1313131311. 131301311 00 0aa 012131313 01301311 • 0131311 00 aaa 1313131311 00 0012 130 aaa t 29 1311111311asaaa 00131312 00131317 131313131 13120012 13x000 0[21300 00001a aa013a j 30 13013011 0130011 013 [31311 00 0131 as M2121311 011131 CI 011000 13[30 1301301 on 31 00 aaa 01301311 01301312 1113111312 as 001 0121313EI 1301313[l 130 aaa 1312131311 131301311 0 3� as 0013 130 aaa 00 01313 0[3 13130 as aaa 0 aaa. 1301313[l 130131312 130 aaa 11131313 0 33 1313131312 1113131312 001301 1313131311 00131311 E> n[313[3[1 1313131312 1311131311 aaaaa 130 aaa ti 34 SM aaa aaaaa. 1313131312 aaaaa. 1313131311 :f, 013131312 130 [30[1 012131312 1312131312 01301312 S 3 35 136013- 00 013[1 1313131313' 130131311 as aaa_ 0 13121312 011131311 1312131312 1312131312 1313130 m 1110013* 013131311 0r101311 013131311 130 131311' N[31313[1 1313131312 13131302 1313131312 0120011 - 37 ®113131013aaa aaaaa as 130[1 013130 E NSB 131313012 00 aaa 13130012 (3[3 1313 38 501300 0130012 00131311 131113013' 001300 " NE1113EI 1113131311 00131311 0120131 1313131311 3 39 E1 Eo0 as 0130 1313131313 aaaaa: 0111313[1 JIN 1300: 1313131312 120 13 0011011 aaaaa. 40 IN MEW 11IM1I1I 0130130* aaaaa 00013[1 Y 9000 asaaa 0131301T aaaaa 1313 _ 101 41 @"®ff: ®H aaa aaaaa (313 [3[3[3' as 13[30 E IKEQ 011 aaa 013aaa - a[3 0[312 as aaa 1 42- Em nff ®111100 aaaaa. 131213012 0013131 M Elvis aQ 000' 13130121 0[2013[1 0120011 43� 00017 0013131 00 a00� ES sEff §%onff 5 ��11 ��aaa- 01300[l01300[l 01200[l aaaaa : _ 44- IlE1519 E130011 0120011 000130 aaaaa = i 'A- 19110SK SEMEN. ONO13E : aaaaa. aaaaa. 45 EE ®fR EB000 0013013 00 01310013013. " �- IMEN1r (30 01311 as 00EY 00 aaa. aaaaa 46- Es (juf ®§1300 0110011. 00 001100 000 i ��e �� aaa 131211131L 1213131312 q- 4T Ma E®Q 00 aaa 01301311130.00rl 013 aaa . a 1l®0 aaaaa 00130[1 00 aaa as aaa 48'- EEE012 a000Q (3013[3[1 [30131312 01313131 SENSE M0011 13000[1 1300130 13013011 49.0111100 013 aaa. 013 [313[1 111301311 130aaa q s lK 130 0012 01300<z 0130011 1312 13E 50' MIES 1aaa11(31313011 [313[313[1 [311[300 � MINE: OREM 011301 1310131 1310111 _a 51 0111300 131301312 1312131311 131213130: (31313130: � NEWEEL 131:11313[1 01313131 00131312 01300E f 70.1 5z W000 0013130: 1313 01312 11130 a3130a: 011013.00 0acr. 1311130121313000. 130 131311 2 Now M ®110010013011131301313: [2013131113012012- - N MErrr 13131313[1 aaaaa aaaaa 0a000 54= 9.E80: aaaaa 13012011 aaaaa aaaaa SEWSHE 12111aa ..00000. aaaaa aaaaa . W ffn �E19130M -131aMC:130.13 aaaa �aar�. 131313130 131313013 131311311 aaaaa 5E 100130 a[3 OEM aaaaa. aaaaa as aaa � . E 131213130:aaaaa aaaaa aaaaa 0 5T oaao11(3aaari aaaaa aaaaa M13130: 7. aaa aaaaa aaaaa aaaaa 1313[3011 .r...�,._.,_... �= ■131313131313013130a13Qcr aaaaa alsaa�r 19Eaiz aa13130 aaaaa 131113 13111311131[1 aaaaa 131213131. (31113011. aaaaa aaaaa - C13 1312001: 13130011 aaaaa. aaaaa .� .��_■ ■■ o1116111111101 slo■■ ■■i■ ■1■ ol NJ me m■�■ ■1■IMani Mimi ■■ ■■ 11■■ ■ mini ■■ ■■ ■■■i - - - - - - - - - - - - - - - - - - - MOWN to o m m o m m o o m m m m m o m m m o m m m m m m m m o (m m M M M M M M M M M M M M M M M m m lNM M M m M M m m (M M M M m M M M M M m M M M M M M M lNm M M M M M M M m lmMMmmMMMMMmMMMMMMMmmMmmMMMMm lMMMMMMMMMMMmMMmmMMmMMMMMMMMm lMMMmmMMMMMMMMMmMMMmmmmmMMMMm lMMMMmMMMMMmMMMMMMMmmmMmMMMMm IM M M M M© M M M M M M M M M M M M O M M M M M M M M E I©©MMM©MMMMMMMMeMMMMOMMMMMMM■ I©©MM©©MMMMMMMMMMMMOMMMMMMMME I© ©©©©© M M M M M M M M M M M M M M M M M M M M M E IE3©© ©M © M M M M M M M M M M M M M M M M M M M M M O IMMMMNIMMM M INMM M M INM MOON ININNINIM MIN■ MOON MININININ MOON OWN INININININ NON NONE NON ININNINININININININ »mac-������������������������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Tustin Ranch Road Location: Rawlings Wa -La Colina Drive I No. 103 Field Review By: RSM Checked By: Josh McDonald Time 1:01 pm-2:05pm A:. PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 2/13/2004 85th Percentile (mph) 53 10 mph Pace (mph) 43-52 Percent in Pace 68 Posted Limit (mph) 45 B ':-`*`�:�:�-- HIS TORY Time Period Covered (months) 36 Speed Related Accidents 10 Speed Related Accident Rate Annual (Acc/year) 3.33 ' Accidents/MVM 0.85 ` R F:F:IC FACTO . . C• TRAwo Average Daily Traffic 17,050 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal at Rawlings, Township, La Colina Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) .. : , `C ORS.. D w ROADWAY FA 'T .: Length of Segment (Miles) 0.63 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light • E. ADJACENT 'LAND USE - Residential :non -front North side of�If Chub RECOMMENDED SPEED LIMIT 50 MPH r-QM=i=n i IMIT r-WANGE Yes it) d 1 Spm ZONE SURVEY u cxr� a LOCATION (Sr. NAIL TW. ; 4 ' A4 14r--~ ''`� WEA'�� aoUDY PARTLY CLOUDY MOSTLY CLOUDY POG RAIN= L111 M (ff . �.d �� I 'T -#1 c .0 -ONO ROAG StAWACrpQW OR OTHER DIRECTION Wtia WH" iEWLAIN IF 1 08SERVA11ON POW �� D " } ROAD COMMON FAIR POOR POSTED SPEED LI?Afr .�/ y� MpH ALSO NOTE IF SCHOOLS. PARKS, ON-SS'TREUPARKING. HEAVILY USED ORWYS, DATE OF OBSERVATIONS PEDESTR1ANqyRWXM, AVIUM. HIM TIME OF OBSERVATIONS: DATA c67u ON- 1.0/ - v. jc:�' 08s'rRUCTtONS AFFECTING SPEC ASS TREES. SHRUBS BLOCKING VISABIUT I MLLS. CURVES TRAVEL TO SIE .,, • ' 4 ROADWAY SEGMENT LENGTH . 1� MLES SEGMENT' LENGTH, ETC. (M uwm TOTAL NUMBER OF LANES (THIS DIRECTION) COMMENTS ` r �'= �` r` " r - (OPPOSITE DIRECTION) 3 TOTAL BOTH DIRECTIONS STRETMOTH CURB.TO CURB (FT) A/ y DATA COLLECTION METHOD L'k;2 DEVELOPBAENTkB ID INDUSTRIAL COMMERCIAL.C'C/ 0S OIRECTION low, r S'� TOTAL. 20.1313 000 aQ aaa 00 01312 as aaa OQ 1213[1 21 0000a 000012/ 0001312 00000 00 aaa r7- 000012 013aaa. 00130[l as 00[l 013 [3OQ 23 013131313 0130012. 131313013 00 aaa 1313131311 24 as aaa. 013131312 1313131311 131211[2[1 [2001M. 25 0000a aaOaQ 000139 00a0a'-.13a13OU 2A 000131a 000012 0000a 0[000 0000U zr 00000. 00 aaa 01300E 013009 00 aaa. 2z 013 00a 0000a 00 009 0000a 013aaa 3 0130011 000012 0000a 130a0Q 13000a W E0 aaa 00000- 13[3 013E 000012 01301311 0 31 013aaa 013 aaa O(3 aaa 00 O13Q 130 0012 32 00 aaa 00130E (313 131311 130 aaa as 0011 33. E0 aaa 1313 aaa. [3[313131:1 130 aaa. [3a OOa- Z 34-1111[3[2[:[ 131201312. [113.131312 110000 013131211 a M 20000. 00 0139 000012 1113131312 1113131312 0 36 01313[3Q 00 Q131. 131313131:1 00 01111 1311131311 �- 37 WN131311 0013131a 00000. 13131313[l 1311:101a A 38- §0 1300' 00131312' 001309 111313131:1 1313130:1 39 01301312 [30 131312 1313131311 131213131 13131313MEMO[l 111ge09 0013131. [3131313[l 013.1200 1201313[2-3Z..-40 41 ®aaa 00 aaa (3[][300' 00 [313[1 [31:1[313[3. 1 42 11130013 0001111 1313131313 013131311 00131312 5 43 E§ ®®[a 00 aaa 13130130 131313[3[1 1213131313' %2., 44- (1113§& SM -®MIF MIRoOQ 00131312 1312001 45 rffl E®lff EM 13[3[1 01101311 01313011 (3Q aaa: S 413- eE oft. Eo Naa 0130011 01300[1. OEM[= 5 4T ®a jiff 001301100131312 01.013[.1313aaa 1z 48. Ejjff®8:- ®w §fff G® aaa. as 013E [301313[r c 49 U-0129 §13131311 1312131311 1313011 13000[:. 50.' ®O ONa 00013a 013001101300[r 00131313: 0 51 MRSSW ®E ®E19 a00[3Q. o000Q 00 013E a 5Z E1102K M00011 13[31313[1 1312 1313[x as 0011 51* ®21313r1 13[313[3[1 013000: a[331312 [100011 54: ®Wa13rs [3[20011 130013[l 1301300: a12[3130: 55 Sg WEr.[M[3[10:131113130:131313 0[[ 0a0aQ A % S1113130:000130: 0013[39 aaOaQ 00013Q 5T 00`1313a 131313139- 13131312¢ 13131313[[ 13121301: o W 1311013E aQaOQ 1301313Q 13131313111312131311 9 MEMO as 13aQL 1312131311131213 13[1[31311 DIRECTION . COMBINED �v A1)0� TOTAL TOTAL ❑a 001s 00 000' 00 00a 00 aaa 0131313 ❑13 aaa 0000a 00 0012 00 aaa 00000 .0000a 00001a 0000a 00 000 013 aaa ❑a aaa 00000 00013a 0000a 013aaa ❑[aaa 0130011 QIIQCEL 000act [[aaa. f ���M MN -101-0 a 010100 molsom 112101010 animism _11 I MEMO so 'loin 0 Mtn I on 010101013 0 mills =01100m, all a man so onis on ago Mission W11 slallim.t.1 4 0 111312 as aaa. 13001312 as 0011 130131311 o 00 aaa: 131211131:1 130 01311 1313000 00 0011 o Qaa13a. 0000[1 Oaa00: a0a[2a as[3130 + a aaa 000012 000012 00(30[1 130131312 13131311 1313131311 1211aaa. 013131312 131313111:1. ❑a 130[1 130000 0000[i 0000a 000017 P11111131:1 131313130 130130[1- 1313131311 131213111 13131313. 1313131311 Oa aaa 13000E 13131313[l 0 ❑13131313 1311111313. 0[3 131317 1313131311 1313 aaa. 1201311 13013013 1312131113 01213131 1312121312 IF13 Oaa 1113131312 1313131312 00000 1300011 d 00000. 00 aaa 0000a 00002 M 013[1 3 [RIK®130 1313131313' 1313131311' 1311131112' [313 131312 3 M11-1311 [313 Oa[1 1113131311 1313131312. 1312131311 5 5111RIE11 13131313[ 1313121313. 012001.1311131311 E g MEJEffiff MENG asaaa 00aaa. 120131311 49 11MBIE1:: IROaaa 0[313131 asO13a (30aaa. 7 ®E 1RIMrE 1EMa0a Oa aaa 012 aaa as aaa. { t FEWER 110121211 1313131312'1313[31311 (312131313 to 211111EI MOSEK 1313131313. '1313013a: [2131312[1 7 fflEffillff SE=131311 0110130' 13Qa1311 130009 111IM1111 13131313[. 130 131311 130 0012 131113131: 0111101L M13131312 1313131211 as aaQ 131112130:* flIfflEffiff 1313131311 11121313113 13120011 131313011 MME 1212131313. aa*1313Q 1312131312 1311313EI Lj:; .!miss ■■ ■■■ ■ min ■■ ■■ ■■■ ■■■ unions ■■... ■ son since■.■■ ■■■ .■ ■■■ ■■ ■■■ ■ son ■1■ ..... minis min ..■ .. ■■■ ■■ ■■■ 1101111■■ 11101111-.. ■ .. ...injolgo.. ■ . ..... a 6CL 0001= 011 00000 aa001113100E ? aIIri 131313131100009 00001101213139 w�_ �����. A��lmvmt*T PTrotrmy tri, r'1r4PRr'TrT P'lrTrmvrwvrov- s h w www. Mmw v ooveov000000 oc000000000000c ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ NIMMOMOMMOMMOMOMMOMMOMMIEM MONO ■EININIM■■ ■MINININIO N EIM IN MONO N o w OWN 0 IN WON OWN MOWN INNIMMMIN OWN INNIM IN IN ONE CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Tustin Ranch Road Location: La Colina Drive -Irvine Blvd Field Review By: RSM Checked By: Josh McDonald A: PREVAILING SPEED DATA C TRAFFIC. FACTORS Average Daily Traffic Lane. Configuration Traffic Controls Crosswalks Pedestrian/Bicycles Truck Traffic On -Street Parking Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) Vertical Curve Horizontal Curve Lateral Visibility Surface Condition Sidewalk/Driveways Street Lighting Driveway Density E: ADJACENT LAND USES RECOMMENDED SPEED LIMIT 21,102 6 Lanes Total -Raised Median Signal at La Colina, Irvine At signals Few/Few Yes No stopping any time Designated bike lane 0.3 None Slight "S" curve Good Good Yes/Yes Yes Light Residential (Non -fronting) 45 MPH SPEED LIMIT CHANGE No No. 104 Time: 2:09pm-3:20pm Location of Survey 12/13/2004 Mid Point Date of Radar Sample 85th Percentile (mph) 50 10 mph Pace (mph) 42-51 Percent in Pace ' 67 Posted Limit (mph) 145 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 15 Speed Related Accident Rate Annual (Acc/year) 5.00 Accidents/MVM 2.16 C TRAFFIC. FACTORS Average Daily Traffic Lane. Configuration Traffic Controls Crosswalks Pedestrian/Bicycles Truck Traffic On -Street Parking Other (Specify) D ROADWAY FACTORS Length of Segment (Miles) Vertical Curve Horizontal Curve Lateral Visibility Surface Condition Sidewalk/Driveways Street Lighting Driveway Density E: ADJACENT LAND USES RECOMMENDED SPEED LIMIT 21,102 6 Lanes Total -Raised Median Signal at La Colina, Irvine At signals Few/Few Yes No stopping any time Designated bike lane 0.3 None Slight "S" curve Good Good Yes/Yes Yes Light Residential (Non -fronting) 45 MPH SPEED LIMIT CHANGE No No. 104 Time: 2:09pm-3:20pm dzy0 SP ZONESURVEY My ��� Ar v Y CLOUDY - MG MW - L AMON (ST. NAME) e.,f. WEAM*Se %&W- CLMDY- PARTLY CUMCM MOM _!,A :r Al &Z -b ROW SURFACE DRY OR -OTHER L TS (EDGkAIN IF OTHER) DiReLM01t,N4�2 EB WS ROAD-COMIT FAIR-. POOR A& now OBSERVATIONPOINr P 1w S UALSO Nare IF scHoom PARKS, ON -STREET PARKING. HEAVILY USED ORWM Mffr I / / -43 pAy PEDESIRIANS IUFA, HIGH 0 E OF OBSERVATIONS 2WUMOLOW MED 2, 7 AFFECnNG AS: TREES. SHRU13S SLOCXM VISAMM, HILLS. aMES' 43 2,0 TIME OF OBSERVATION& DATA COLLECTION TRAVELTO SITE A ROADWAY SEGMENT LENGTH 0%31 MILES SEGMENTLENGTH, (STN Umrm TOTAL NUMBER OF LANES (THIS DIRECTION) COWENTS (OPPOSITE DIRECTION) 3 TOTAL BOTH DIRECTIONS STREET: MOTH CURB TO CURB (Fr) DATA COLLECTION INDUSTRIAL COMMERCIAL DEVELOPEMENT. RE509TIAL 4;�) *CnON 'OTAL -"Imeo 20 [3[3 [3[3[1 130 0 130. 130 0012 1313131313 [10 131311 21 1312131312 131-301312 1313131312 13E] 1312EI -131301311 22 00 13130. 1313 0012 00131313 (113 01312 13130011 _ ._. 23 00131313 1313131311 1313131312 1113131312 1313131311 _ _____ . 24- 00131312 (30131311 131201311 011 131311 1313 13130 2s [313 [3[3[1 (3DO1312 110 0011 1312 131307 ' 13111313 �' 2a [3[3[3[312 13[3[3[3[1 (3001311 (31213 1313131312 27 013111312 (31-3 131311 1313 01311 GO OOEI 1311 0011. 28: 1313 01311 13-01-3130: 1313131313 1313131311 1313 131311 1313,131312 130131312 1313131311 131301311 131211011 30 00 0131: 00131312 (30 131312 1313 OEXI 130131311 .31' [313 (3[313 (312 131312 [313 131211 1313131311 1313131311 32 513131312 1313131312 1313131311 [313 131312' 13E3130CI ,. 33 1501312 130 013[1 130131311 1313131311 1313 1201 - 34- ®j (313D, [313 13130' (30,0012 130111211 130 131311 :L 35 IN ODD. 13013OCT 00 01317 13 1313131a 1311 1313 q - 36- 92-131313 1313 131311 1313 01313. 00 01M 00 1313103 A 3T 1[3[3[312 00 01311 OEIOOO_ 1313 131211 1311 121311 IS 3s %&M[3[1 0131313[1 00013EY 1313131311 013131311 3 39 BROOD* 1313 111312 0013011 1313 13131.7 1313 13011 ft V� 40 111 @5W 019501t 1311131311 13131313EI 1312131211 - 'C. 41 ffillfflEff 113 [313[1 1313 131311 1313 13130 120 131312. 42 PIE RIES' ®IR SE19 E11131311 1112 131211 1313131211 9 40' IMMMW JBIES11 (313 131312 1313131311 1312 131312 744 11®®iff IES -0011 [313 01311 1312131311 012131311 c 45 j"®* 5130011 1313 [313[1 1313131311 [313 1313[l 5 46- (RENEW MRSEE1 013 01311 013 131211 [313 131311 47' §1 OMI: 0130011 (312131311 130,01211 130 13 9 48'. IME111t MR01311 130013EI 13121313EL (31313012. • 49- 111JEWIL 51113011 (3121212EL 00131311 (312'131312 �► 50 SKEEff. IR13121I 131300(1 1313131311 O11M11 51 -111131311 013131311 [30.01311 00131311 1313131311 4 5z ®N ®501 012131312 1313(313[1- 13[10 1313-13131L �. 51, Iff§2[j [10.131311 (313131311 131313131Z 1313013EL A 54- 51213130: 121313 000130 131113 (312131311 6 55: as130120001311 [3[1= 0130011130131311 .,.a 56- (3[113130 OOGOEL [3[1[3E3Er [1031311 1311131313: ammommummomw5T 00130CE ODOM: 13110 012 0 M1313[3memo w-, -MI[Mil 0001311 1312131311 1313131311 131213CU .w & 5& [ME011 13110 (30.0 Im [1120011. A I&M mfm"rinrmffmr- r0frTr"rr r1mr,"T r1mrmrr r1rTf111rT BONN MENEM mololmin MENEM MENEM 0 ALM o1offm min 0 a 1 0 state 0 ninon minim noses son so Elsie solsom an list moslon sololo[m IN slots In a ELM 010111111munt a a o1olom 0 min win a ON 0 MIN min 11 01,11 11 an IIIIIIIIIIIIIIIIIIN 0 ALONE I mass Is sto a 0 nalmin Bonin 0 0 mi 110�5UNIE11to 0 join Us t0:511 a a 0 0 0 01MIMISmolmin I ■a misim I ofolmim is 0 0 a a 0 1 11 IBM 0 son soloist 0 SON NEWER 111131313. NONE 0 1 0 0 1 1 a slololm 0 0 0 a 51111111111101 0 solsolim NONE on 0 0 a a mosolm 0 01MININ soon nomimim E-1- �im 1 1 0 man 1011111111111101 mosom I Ron movies 4111010 on 0 a minim a 0 a on rmolmlo son MIN mint!j ��.�aQ 00 000 ODOM 0110011 00001 MOOG 00000 DOOM 00109 00100aa ffilaffliff. MEMO [10 00[2 130 01312 130 131313 NEWER 111131313. MOOD 01300a 011 01311 MESS& 10 00[a MOOD. 00.00a 01100a 19HEIR 019013a 0000a 000001 00013a - ��.��� �� ���00(31311 as OM 00 00a ®� 000011 Oa aaa GOOM 013 00a e��a. (30001 013131312 000001 G13130E1 ��� �� �a11 00 00a 00 00a 0012cal 14 WEEK INNER off ama 01100a Do a MIENEW. N1300a 00 0011 00 00a 01300a M0010C 010 100a 00,1300: 00 00a 00 00a SSIOU'00010a 00.01301 13GO011 00130[34 0.131311 1311111211130121301 (12000130.131311- I.. �Jwjmi BONIN Maine a 0 0■ L .1. In 0 Ennis 0 minum a 11015 1111101mems ONE on■ 0 0 Ennis 2 a a minim 110651511, oil 1111m min ■a on I #0360101a 3111111651111 mmoommoommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmummmmmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmommmmmommmmmmmmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmumommmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmomommoomommmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmumommommommmmmmmmmmmmmmmmmmmmmmMME ommmmmmmmmmmmmmmoommuoommuommmmmmmmmmmmmmmmmmmmmMMME mmmmmmmmmmmmmmmummummommoommmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmommmmummommummommoommmmmmmmmmmmmmmmmMMMMMMME mmmmmmmommmmoom0000000000000mmmmmmmmmmmmmmmmmmmmMME ■������0����0000000000000000�0000������������������' O M M M O N M E N O M M M M M© M E M M M m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m© m o m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o m m m m m m m m m m m m m m m© m o m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m M M E m m m m m m m m m m m m m m m ©m m m© m m m m m m m m m m m m m m m m m m m m m m m M M M M M M M E m m m m m m m m m m m m m m m ©m m m ©m m m ©m m m m m m m m m m m m m m m m m m m M M M M M M M E .mmmmmmmimmmmmmm©©!m©mm©©mmmmmmmmmmmmmmmmemmmmmmmMM■ mmmmmmmmmmmmmmm©©mm©©m©©mmmmmmmmmmmmmmmm■mmMMMMMMM■ mmmmmmmmmm mmmm©©©om©©©©©mmmmmmmmmmmmm mmmm mmm m lmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Onccn 11RA1T PUAK1r1= No Street: Tustin Ranch Road Location: Irvine Blvd -Bryan Ave No. 105 i Id Review B : RSM Fe Y Checked By: Josh McDonald Time: 1:25pm-2:45pm _ A: PREVAILING SPEED DATA Location of Survey, Mid Point Date of Radar Sample 2/17/2004 85th Percentile (mph) 49 10 mph Pace (mph) 38-'47 Percent in Pace 59 Posted Limit (mph) 45 __.: B. AppIDENTHISTok. a Time Period Covered (months) 36 Speed Related Accidents 10 Speed Related Accident Rate 9 Annual (Acc/year) 3.33 Accidents/MVM 0.83 �. TRAFFIC FAC. R 'v. ......... ....... . Average Daily Traffic 229138 Lane Configuration 6 Lanes Total -Raised Median Traffic Controls Signal at Irvine, Heritage, Parkcenter, Bryan Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) D ROA Y FACTORS Length of Segment (Miles) 0.5. Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light : E ADJACENT LAND USE: Residential non-fron - RECOMMENDED SPEED LIMIT 45 MPH _ Onccn 11RA1T PUAK1r1= No r,> r/ ©1-y v� mom QIREcnaN TOTAL 1313 [2 0 1710013 SPEED ZONE SURVEY xnr TL, ,s 00 ncA-nm4 (sr. NAmEj7v-S N �-CLOUDY PAR .."rhHfflr"PARTLY CLMQY MOSTLY CLOUDY FAIN im M"q =74V_TA� ^14w'V _MG RCM SUWAMmyciR oTmw 11RECnQ61Wa.Wff RVATtON Ao� t> p 0 .774 1. (EMA114 IF OTHSQ FAIR POOR JOS I ED SPEM umffr ALSO NOM IF SCHML% PARKS, oN-uREEr PARMCi, HSVLY USM 13RWM ]ATE -OFaLSERVATIONSw1MJ_ 2a PRW4VdiW?L0* MECIIUF& H1G1+ MM OF OBSERVATIONS: DATATA COLLELMON left z OA -9 5 USSIRUCII AFFECTNG A& TREES. SHRUBS 81 MW VtSASRM, mu.& CURVES TRAVEL TO SITE 5-0-A- 'A' RCAOWAY SEGMENrLe&IT14 A #I' MILES SEGNIENr LENGTH, ETC. *,.,V (MuMfm TOTAL NUMBER OF LANES .3 (THIS DIRECTION) COMMENTS &A f (OPPOSITE DIREC 011131JE1 1312131312 1312131311 TOTALBOTH DIRECTIONS ER 13131. STREE:7 VWM CURB M CURB (Fr) </ .41 7 WEEK DATA COLLECTION METt= IM131312 EM 131311 13131313[l DEVELOPEMENr: INDUSTRIAL COMMERCIAL TOTAL 20 1313131311 1311131111 1301313[l 013131213 131213130- .21 00 0120 00 000 00 0013 1311 131212 1313111313 = 22 1312131312 [3[3 [313[1 1313 131313 1311 1311[ 011 13[211 QIREcnaN TOTAL 1313 [2 0 1710013 23- 131213MI 120131312' 1313131312 1313131312 DO OEM II QIIQ Z4.01201311 1312131311 131213MI C2131201:1 13111213[l T 01313[ ll 2.5 131213130 131112011 131713M 131213131113130013 25.130131311 1312131311 131201312 1312130U* 1311131311 1313 27' 13121313EI 1312 01311 1312131211 00 [3011' 012 0:112. QQQ 28 512-131311 0001311 1112131311 1313130ET [3[3[213[1 A MOOG cL. 29 - 01201312 [313 131212 1111-131211 130111211 13131313EI A rl[31113[1 30 jj[2 [31312 • .311 M[3 [31312 A 3Z N121313[1 MENNEN 1 33 1131313[1. 77� 34- 15013[1 0 a 0 0 a ommom Mimi -Mimi on mom 00 00a 0MINNM 0NiesM aM aon 00 man 0MINMa IoilMN among 11110a aN ■on I- on MEN HM 111.1 1.101 il Romeo 00 00EnnsMNM OsonMN 0 0aa 0MIN0M momom a01000 as son 001081 0 10M moless III1I11Ii,Ii_uII1jIf,Im IlI1110II1t1-n NAMm MMNM oon 101110 7■ MNM a010ms 0 50Mios Ron 1312 1301: 13001312 1313 002 000EXI 1313 131311 1313131312 1313-1313U 131213121 5 w1jECC –n[3 1:11111 00 00C 111313130 IM000 1111131313 00 0012 122 13130: 1313 13131: 1312 1313[l 1113 0012 1301302 13[31313Cr 130 130a 131:1 13131:1 1312131313 1301301:1 1313 131317 n0 1113[:1 E EEC 1312 1307 130 13131:1 1311 131313 1311131313 13[2 1313[1 11013131122 5 13013132 1312131311 1313131212, 1312121312 1112130CE 13121200 1312 1301: 13001312 1313 002 000EXI 1313 131311 1313131312 1313-1313U 131213121 5 w1jECC –n[3 1:11111 00 00C 111313130 IM000 1111131313 00 0012 122 13130: 1313 13131: 1312 1313[l 1113 0012 1301302 13[31313Cr 130 130a 131:1 13131:1 1312131313 1301301:1 1313 131317 n0 1113[:1 E EEC 1312 1307 130 13131:1 1311 131313 1311131313 13[2 1313[1 11013131122 5 13013132 1312131311 1313131212, 1312121312 1112130CE 13121200 E EaQ 130 131312 1312 12131:1 as 0013 [200MI 35 VIES1312 1313131312 36 MRSEff (313[3[3[1 3T I Ito -512 1301302 38 INNER 50131312 39 5215111 91201312 40 EE EES fff ffNjj 41 InSpIff M[2[3[32 42 Sn"Iff 5013012 43 MENEW IN1101317 44- MIJUJI 11301312 45'VEEER 1121313 Jc . 46" 1114211 - 113131311 .47' IMEN12 [3[j00Q- 4s. 005M12 13121313 49' INNE311 1=013 131213[2[1 1313 12011 130 [1[2[1 12121313[l 1200013 1112131312 (112121311 0121312E1 1312131312 1313131112 131313011 1113000.. 1312131312. 1312121312 1212000. 52121311 (313 131312 13111313EI 130121111 1312111311 [21301311 1111131313 13[2[3[1[1 1313 110[1 1313131312 1311 002 [3[3 [2[3[2 13012121 1313121311 (1131313EI I 11MIRIM I solosis MRSIMIn I a 2 0 a a MIN all EMMININ - I III I I I I a 0 1111 MIN 10 MINIM I NONE Eta Risen 01MINIM I 10 a win mlmjmjmllffw� a 0', MIN �Q0a0 00000 000012 1313131311 131213132 00000 00000 12EI01213 1312131312 BOOM. 1311131311 13121313[l 1313131112 13121312 s �����. 0121113[l 1213131317 1313131311 01311131133 3 �� E0[3 012000 DUO[= 00 01311 13121313EI 7 wiffilfflig oig[31312. [3[2 [3[3[1 [312[313[l[313,3131 �- MEMO' 121313013 131312[2[2-13131313[l 131213132 E19111312 1312131213 1313 13[3[1 1312 131311 13131313[l 20-- 1113130 1313 131312 011131JE1 1312131312 1312131311 ME 11011L ER 13131. 131312[3[1 12121313[l 13121313[l 7 WEEK NEO II. IM131312 EM 131311 13131313[l S —01192iff KNE1212- 1312'131311 131113 [313 1313[1 �7 EIR131111 13EII31312 1213-1313U 13013011 r 0 4 wiff"11. 131313[3[1 1313121311 131213[3[1 1313131312 4 1912121311 13[1131311 131213[2[L 13120011 013131311 0 small 1010 0 NIMIN[i]I�mm a Its 10 MINIM Mason Romeo 511111EYMNIsto MIN a 0 mini -O I a E 111 lm man 1111lon "s MIN I six oil MIN 0 Relining■ 11111111111111111011 all 111■E " ".3101mooloolsom MIN 1111109110 all■ E, .101111111 again 0 Elm 11111111110111110 0 0 0 Emilio 11611111 111,3111610101so ■mills a oil 0 mimesis Elm 5 Olson Elm I Oro WE minim 11M 111,1111161111111M 0 mosiolle Elmo 0 on 1111111810,110 minim 111,1110111111111 1111114HO !a . - - I - on 110104511 NIMIN !9 -all will 000011 WE 0■ 01 of 1*1 sell 511131 54tal Elm 0 0 1 4 It�iff 13[11213[1.1317121311 131113 [3121313Cr t WEEK 13[3 [3[2[1 DEMEXI 1213131311 131213120: 1111011 13[2[2[311 012121311 121213 [212E0Er �-�ar� 000013 0130011 a0a0r� [311002 IRREXI 13EI13EIC1. 12IIE313EL COMM CM1313CE now Is 1111111111111 minim a SENIOR MIN ININIM154 a a a-, I 'o man Simon 111111161111111111 Elm in simis on minimtOlson 0101310412111 a mim WEN10,881,11 oflimi-M MINIM Nimmulminimimmmium M1 111111111111911-10 . . 7 MIN a a 0 In minials In min 111110111111 IBM 41 L minima oil all Li I oil MIMI-10102 P411 1:1:lmialmimill !PR MMMMOMME woommoom MOMMMMME wommommo wommmoom MOMMMMME MMONOMME ==MMMMMM mmmmmmmm OMMOOMME wommmoom MOOMMMME moommoom ommommom ommommom wommommm mmommmom mommomom CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) TRA Field Review Form Street: Tustin Ranch Road Location: Bryan Ave. -I-5 291324 Field Review By: RSM Checked By: Josh McDonald A: PREVAILING SPEED DATA Horizontal Curve Traffic Controls Location of Survey Crosswalks S/O EI Camino Real At signals Date of Radar Sample Pedestrian/Bicycles 2/17/2004 Sidewalk/Driveways 85th Percentile (mph) Yes 38 On -Street Parking 10 mph Pace (mph) Oth S ecify) 29-38 Bike lanes Percent in Pace RECOMMENDED SPEED LIMIT 69 Posted Limit (mph) Yes 145 B. ACCIDENT HISTORY - Time Period Covered (months) 36 114 Speed Related Accidents Speed Related Accident Rate Annual (Acc/year) 4.67 Accidents/MVM 1.56 FFIC FACTORS C. TRA Length of Segment (Miles) Average Daily Traffic 291324 Vertical Curve Lane Configuration 6 Lanes Total -Raised Median Horizontal Curve Traffic Controls Signal at Bryan, EI Camino, Auto Center, 1-5 NB ram Crosswalks Good At signals Surface Condition Pedestrian/Bicycles Few/Yes Sidewalk/Driveways Truck Traffic Yes Street Lighting On -Street Parking No stopping any time Oth S ecify) Light Bike lanes er ( P • ROADWAY FACTORS D. . Length of Segment (Miles) 0.28 Vertical Curve At 1-5 overpass Horizontal Curve No Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Few Street Lighting Good Driveway Density Light • D USES E. ADJACENT LAN Residential (non -fronting), commercial RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes No. 106 Time: 2:55ptn-3:49pm OZY(P 17 a 0 minimminion ciff. T �: SP 1 ZDNE SURVEY O .-�., -54 ;)Lf WEATHBI: 813QWIC�qy PARRY CLWOY MOSTLY CLOUDY MG RAN: U 7sm": 4 Ye (I RC1W SURD OTHMACFg" 10--.U.Z 01 -cncN"fS641ww1, (EXPtALN F AS ERVATiCN POWr —.61,0&4� �, ROAD dTHH FAVt PCM PP17M Uwr j%v4 L4j e4,5 9 ALSO NOTEIF S040= PARKM ONMEETPARmc,6 HEAVILY usmamm (1 _OF 0 ERVATICNS Awk���� jZ1 710 YL PEDES I W48CACUPLM MMM. HOW n,10FOBSERVATICN& 3ATA COLLECTION 2-&..r 11 C AA& RS. SRUBS UTY. HILLS. CURVM TRAVELM SITE 2b PA 'kr ROADWAY SEGAAENrLENGTH 2. 2. SEGANrLENM, M. 0 a mail %�-P}� Sa'I' - Nu (BTN LIMIM. NEER OF IS C"INAENTS7 Ak CC b rAlw (OPPOSITE DIREC I ION) OM 5' P4 0 -?L 77i A i?,d i&,c eF 7 d=p. F TOTALSOTH DIRECTIONS 012013EI 013 000 1313 13011 1313 131311 STREET WIDTH CURB. M CURB (FT) (31301312 131UO13EY 0013 N 0001313. (3=13a OUDIZI ; DATA COLLECTION METHOD DEVELOPEW11r: RESIDENTIAL.. INDUSTRIAL COMMERCIAL ;DTAL TOTAL M 1212131317 00 01217 013131312 131213E0 11121313 21 1113131312 [2[3131313' 131213013. 13001312 .[3[1[3[3 2Z. 1313131312 1312131311 1312131312 1312 131311 13[2 [3[313 23 [301313[l 1313 131211' 13131313[l 1313131311 1313121311 24 SE213M (312131211 IM1301I 1313131311 131312011 _R. 3 25 1951311-1311131�13[13[1:113['1313Q 1212131311 26' 11111312. 1312131312 (2131313[1 131213[M* 130 [3 12[l. 4 2T §5[1 1313131313 1212131313 130 IXE 13131113 28* MR 11311 (313131312 1313131313 1313130El' 1212121312 • 29- jjK§§[j CE101311 13121313[l 131313011 131213[3[1 �= 30 11ifflait •(0 31 1111251F ,It 32 Ilff M§[I (AV 33. If �5 alft 34- Ill[ ff [212 ro 35 ffn §Vj[ 6 36' SIMESS 37' - ffiff.gliff 38' 11111312 .— 39 aff g[3[l 40- JIMERIJ 41 1§f[311 42 0131313EI 43.0!1111[' 44- E1213011 1 0 11101MINI'm a MINES 0 a 0 molom 0 a a a NEIRMI-0 RON - 0 on 1111111 LRLEP 11131312 13EII313 1E1313[. 00 0E2 ME1211 13131313 1E MEW 1301313[l K KNE. 100011 Now a 0 a 0 minimminion 121712121 13[1131312 M [2[3[1 2 a 0 Nis loans am a SUN 0 minim -0 21111111101m 311011131013 111 among moons an 0 a a a 0 a 0 a 0 a win MINIM 01301313 013 01312 013 1313[l 0111213[l 01201311 01201311 0130131l 1313oars no ■on 0 o(ofols mass 0 moo 0 a mail ■mom■ 0 Mtn a 0 Mtn WKNIff WRIM 1312 131311 1313 0E 113131311 1313(313[1 130013' 131113121 'h KIENEW K12131311 OR (11312 121712121 13[1131312 M [2[3[1 131301312 13131313[l 130131311 13EII313 7 IEWWW RK131313 (3[11313[1 1:113131312 131313=' 13131313[l% 13121313[l 1313 512131311 1313130:1 13131313[l 1313131313' 1 -1 1311131311 (312131311. 1312131311 1312131312 REIRE11 NE 19 EMIL 1*131312, (3131313[l 1313131311 13131313, IN 121301312 1313131311 1312131311 W1 111313 1312 131311 120 01317 1312 11301311 013013EI- 0130CEI 01301312 S wSlEff FREES RES1313 612 131313. 01213130 1313 131311 001313[l 1313131313. 131201312. 01301313 013 01312 013 1313[l 0111213[l 01201311 01201311 0130131l 1313oars WEEK 11FEE11 INES13 013 01312 013 000 ME30 M' 1312131311 131213130 00 01312 013 131312. ERE. 1313-01312 01301311 011 01312' 013 1110313 1312 131312 131:10131l 1313131311 0130012. 013 000 012 1313[l 012 130 013 131311 [313 01312 013 00[l [213 00[1 = 1- 51191211 13[1(31313' PROGEM 00 131312' 013 13[3[1 01113121 133 131311 013 131312' 01101311 01101313. 000012 013 01311 0[3 013[r 01300[l 000011 013 0012* n[2 1313[1 '1213 131313, n[31313EI 1313 01311 oianx= 013013[l.1312013[l. 020DEr IN 012013EI 013 000 1313 13011 1313 131311 16 1313131311 0131=1 13EII31313' (31301312 131UO13EY 0013 N 0001313. (3=13a OUDIZI ; a MlmIMM MUM MIN MINION a a solo so Iminims signs soon Nis 0 m mon a• "'almlow an 0 minal minis a mossioneingim[o �_71 Room ME -1i a Erma We a siols an anin 2-0 minim 0 5 Nino NONE ."allots 1§111010 ■MENIMIM oasis OEM -11 1 a on men Einstein on solo no miss 9 ■=11111 --- - A A -0 win on MINIM solo -MIN animism Pei oB ■ soloists 0 MINIMIN 0 0 111111111 almilim oasis MEN ME a OWN a v aim aim Niels 1111111111111110 an simian XMINIMIN minim sladmis miss aim■Ron I minion soolmlo minim 0 OWN son 0 a a SEE r I I ■ 111111111111111110 minim 11111010111 111111111mis owl a *a amolliml - MRIMINIM 0 Mtn 0 1 mullion Ennis olsomm OMENS 0 Role a 0111lis Elm 0 Nis 11110010111111111 a MINIM I - I NEI �m Elm a minim Ninon 011111011 solliol I I minim-Eim Imama win E of-Eim wi 0 a ■ 0 EIRIN (a 110111111 minim mimesis minim a MINIMINNis ■on minimills minis SINGER OWN ■ 1111111111111min 010 10i■ ■1111110 minim mimesis I NIMINIME Elm _M_M M0ogo oinon l *1 m■lli■ MININIMINIMIN MINION minis aim a Elm ■aim minim almilmlots a 0 5 9 0 • im-s- Im-■- _ I _3101RANIMINININ me - 0 11111111111 3101131RIMA gamin a aim son 11111111411110 1 oil ININIMIM14 1 11 -■I I I a a 0 N&, aim minim ninon a MINIM minim on a a I min 3 oil NING1015101011 1101110104 a 0 0 aim minis Nino NJ MINGMININININ MIMIRIMIR01 IL I I 10101mg[plojololowNIMIN! Mi man! mill al moolotal 214 Mimss WEMMani Mi MIMmi_mff_mf- — TOTAL 0 0 00 0a 0a as as 0a 000 ooe 000 000 ...o..000.00000.o............ 3N0000000E3000E300000mmommommoo 3N00E30000000000000E30000000000 ■oMMMDDOt3000000MMMMMMMMM/MMM■ •MMMDE3DDDDE3E3DDDDMMMsM�������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Tustin Ranch Road Location: 1 -5 -Walnut Ave No. 107 Field Review By: RSM Checked By: Josh McDonald Time: 9:02am-9:58am A PREVAILING SPEED DATA Location of Survey S/01-5 Date of Radar Sample 2/18/2004 85th Percentile (mph) 54 10 mph Pace (mph) 43-52 Percent in Pace 66 Posted Limit (mph) 45 !STORY . B. ACCIDENT_H_ f Time Period Covered (months) 36 Speed Related Accidents 25 Speed Related Accident Rate Annual (Acc/year) 8.33 Accidents/MVM 1.03 C TRAFF:f :.: Average Daily Traffic 279609 Lane Configuration 6 Lanes Total -Painted Median Traffic Controls Signal at Walnut, 1-5 SB ramp Crosswalks At signals Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) . CTO D.: ROAD'WA'Y FA_ _ RS. ....... .. Length of Segment (Miles) 0.8 Vertical Curve At 1-5 overpass Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Light E ADJACENT LAND ,USES Residential nor-frontrn t� RECOMMENDED SPEED LIMIT 50 MPH SPEED LIMIT CHANGE Yes omiEcnON DIRECTION-COMBMW TOTAL TOTAL TOM m 1313131311 131212013' 120131311 130 01311 1312 131213 SP NE SURVEY 21 00 01312 00 000' x120011 1213 131312 1212 131312r-112 131313 013 013EI 012 000 130 131211 121201213 2z 1313 1313G 1213 000. 00121312 00131211 0[2 [3[2[1 ary 23 1312 12130 130 0011 120131211 131312012 130131211 1710 000' EME200 00 01311 1312131312 CH2130a LOCATION (Sr. "'� -1 �-A WEATHefe Su PARTLY CLM13Y MCSMY CLM13Y MG RAN N umm(m. ,4 .4 j9F 9- RCWSMFjACFjE"0TmR ZT 1312 131111 [11301311 120 12011 0130EXI 00 aaa. 0 12012 00 01212 00 131313 013 01313 1312 [2OQ (EMANIFOMM OBSERVATION POW 29. [2001312 EM OMI 131201311 012 IMEr 110 01312 RCIA12CONCItICK. Aq4FrP FAIR POOR' _,W umffr A/"4)7 -mP4 ALSO NCrM IF SCHOOLS, PARKS„ ONZMEErPARKM HEAVILY USED ORWM OATEOFOBSERVATIONS -2-1119 y PEDES i RIANS ZiONSIM. WDIUM HKiN C712 01211 1313 01311 OE21313EI E2[2 013[1 120 131312 OBSTRUCTIONS AFFECTING A&- SHRUBS BLOCKM VISABUTY, HILLS, CURVESTRAOFORSEWATIONS: DATA COLLECTION E1 131313 0001312 GE20EXI 00 131312 1312 01311 TRAVELTO S1 0 ROADWAY SEGMENT LENGTH Was 35 (212 131311 1312 121211 IM131211 CEMENT 0001313012-0012 1312 111212 120 0012 12121112CI 1312 121211 (muWm 00000.* 00 000 000013 111213012 121213[2[1 - - TOTAL NUMBER OF LANES (MIS DIRECTION) COMMENTS \1K ,4 TC141!F22 41 1'-----n-,-7A-A1 (OPPOSITE. DIREC I ON) 0 39 [20 [2[2[1 0121313CI (212 01311 131211[l[I (20 00U. .1 1112 121211 1212 121212 1312aa[ CE1131311 1312 121211 TOTALSOTH DIRECTIONS 12013012 1312131= 1311[313[1 1212 12 -3 41 IM ®1313 0013120. 1312 13[3[1 [200121 STREE7WMTH CURB.M CURB (FT) qV 42' §® BMW E13 131311 1212121312 1312131212 as OOa 1913[1[1 [20000. 130 13120 12131211EI 1312 00 DATA COLLECTION METHOD 1211131312' 1312131212 131213011 ®M ®al[ 111 21311 1212 131212 13121313EI12013012 OEVELOPEMENr: RESIDENTIAL INDUSTRIAL COMMERCIAL omiEcnON DIRECTION-COMBMW TOTAL TOTAL TOM m 1313131311 131212013' 120131311 130 01311 1312 131213 17120130 1312131311 1312 000 [212 131311 00130[l 21 00 01312 00 000' x120011 1213 131312 1212 131312r-112 131313 013 013EI 012 000 130 131211 121201213 2z 1313 1313G 1213 000. 00121312 00131211 0[2 [3[2[1 [312 131213 0013013 120131212. 1312 012E2 0012111 23 1312 12130 130 0011 120131211 131312012 130131211 1710 000' EME200 00 01311 1312131312 CH2130a 24 (31a121211 121212OLL M 13011 1312 131311 120 131M. ]ZE21212 012 01311 1312 131311 130 01311 MEN= 25MO[32E(MOCEr. 13121313[r rXICEM 13171313[1 13[1121312 OEM= 1313113 26 013 131311 00 01311 00 01311 1212 0 00 0011 = 0121311 0000[l 130 121311 1313121311 DOOM ZT 1312 131111 [11301311 120 12011 0130EXI 00 aaa. 0 12012 00 01212 00 131313 013 01313 1312 [2OQ 28 1313 131312 1313 01211 00 0011 013 0139 012 0[2[1 13 1312[l 012 01312. 012 013[r 013 12E2[1 1212 1213U 29. [2001312 EM OMI 131201311 012 IMEr 110 01312 [313 012[1 12212EXI 1211120[ [2[213012 1313131313 30 [30 01M [313 [2[3[1 130 0011 13121313Er 1301313[l for 170 1212[r 1212 1313G01301313 1313131311- 131213CIEr 31 0[2 0[2[1 00 131311 1313 131211 001312EI 013 0131a 1113 01312 013 0130 013 12011 130 121311 13131213[l 3Z 1213 131311 (313 01212 1213130[l 131101311. 0000EI C712 01211 1313 01311 OE21313EI E2[2 013[1 120 131312 u 1][3 131312, 131201211 1312 130[1 OCC20EI 013 131211 E1 131313 0001312 GE20EXI 00 131312 1312 01311 34 [3[3 [31312 [2[2[312[l [3[1[31313 as 012E EJEJOCEL 12 121212 1213 121213. 1212 121211 1212 12011 12121212E 35 (212 131311 1312 121211 IM131211 CEMENT 0001313012-0012 1312 111212 120 0012 12121112CI 1312 121211 16 36 (jM@[3ja (313 [313[l [21200EI [3[3 [3[3[1 [312 [3[312 00000.* 00 000 000013 111213012 121213[2[1 - - 6 3T 1313 131311 [30 [2[1[1 1312131211 120 110[l CHICO Q aaa: 130 131311 1112131111 1211 121212 1211 aaa 1 38 1111 131312 1313131311 1212131311 1312 13012' 13[2 [2[3[1 s 12 131312 1212111111 1213aa[ 121101312 (20 131211 0 39 [20 [2[2[1 0121313CI (212 01311 131211[l[I (20 00U. .1 1112 121211 1212 121212 1312aa[ CE1131311 1312 121211 40 = 013[l 131201311 1312131312 01213012 12121312EI1111MIX1. 12013012 1312131= 1311[313[1 1212 12 -3 41 IM ®1313 0013120. 1312 13[3[1 [200121 W 12120 1][3 131311 1313 12130 00 01111 1112121211 42' §® BMW E13 131311 1212121312 1312131212 as OOa 1913[1[1 [20000. 130 13120 12131211EI 1312 00 43 8111EXI (30131311 1312121311 13131211[l 12011113. 1211131312' 1312131212 131213011 ®M ®al[ 111 21311 1212 131212 13121313EI12013012 REMIL ME1121][1 1212 0=1 OEM[= 1212 0011 . i 45 ®1 SEE 11[2131311 1313*1313EI 120 131111 IM IMEI MENG 1313 1313G. [313 13[M 131MO13U 130 a 46 111E 1151t ISM201 1312 111312 13121312EI [2[1[213EI '07 RIEWSK MIROE212 001213CI 012 01312 [20 1313[1* 4T §11113 O[JOCEI 012131311 013-DIZEL 00 MEMO., 0[2 00[1 013 012[l [212 013[l 1213 013[l *1 48'.- M1229 MR01211 OE101211'013121312 0001213 j REMIL R5120[1 011013[r 01201311 012121211 3 49-118 EES: 5192211 1212121211 120131311 12111312[l M 1113 1212131311 1212121211 1212 12 1211 111311 (1 50- liffnaff 01121EK. 1013011 13121MEr 13EI13E2[1 (c) EEK MENEW. (31113011 13121313G 1312131311 110 51 ® M01311 [11a[3 130 11171 G E11111t E13131211 1211 13[2[1 12121313a 130120EL S EL 15121F [13 01311 [3013011121213013 1300.EEIEIEIL 051313U 1312 13 [212 131311 12121213Er a IN11011 [312131311 131213131E 12[121311 0013011 U.- ES11 1311131312 1312121311 [311130EI [2012011 54;- 111213 [213 12 13131213EL ME2011 CIEI01311 (10 —WE IR11Z. BEII313EI 1312 1301L IM121211 (2[1131311 10104310 Bills otolliellealm (I 010601SON oil Ron minim win lone oloommin in -1 In 0 0 MINIM MIS lots a 0 n Kim MIS 0 minim MINIM mines 3 1 oil I i';- 111210 1 Elm 0 Elm a III minim a 0 Elm 0 Big minim 0 0 a minim Basis I all 0 MINININ IN 0 0 I I 1 0 11 -1-1 - ,■ I I I I III IN Ninon millolm minis NIENNINISININ N1218121011 Rolle 0 0 MIN III lei a alsominfalmin ■miss ad n 0 Elm 0 Elm 01015 010111010411MININIS NINON MININININGSINO minim MINININIS11 I to Isimmal 01 5101 mi Mani Elm H.,- 111041101 RINI OWS1111111 IIII Mmul allial manj stal Mj!§ 1131 altal RINI mumeml 34 ol stulluximl 11 51musivill sing MMMMMMME MMMMMMME EMMMMMME mmmmmmmm EMMMMMME EMMMMMME EMMMMMME EMMMMMME EMMMMMME NOMMMMME EMEMMMON MOMMOMME EMMMMMME EMMMMMME mmmmmmmm mmmmmmmm moommmmm mmmmmomm mommomms mmoommom Emmmmmmm EMMMMMME EMMMMMME MMMMMMME EMMMMMME CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Accidents/MVM 1.11 Ff• TRAFFIC FACTORS No. 108 Time:9:54arh-11:1lam Field Review Form Street: Vandenberg Ln Location: Yorba St -Prospect Ave Average Daily Traffic Field Review By: RSM Checked By: Josh McDonald A: PREVAILING SPEED DATA 2 Lanes Total -Double Yellow Line Lateral Visibility Location of Survey Traffic Controls E/O Enderle Crosswalks Date of Radar Sample Pedestrian/Bicycles 3/24/2004 Few/Few 85th Percentile (mph) Truck Traffic 35 Driveway Density 10 mph Pace (mph) Yes 25-34 RECOMMENDED SPEED LIMIT 30 MPH Percent in Pace Yes 71 Posted Limit (mph) 135 HISTORY B.• ACCIDENT�'ORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 1.11 Ff• TRAFFIC FACTORS No. 108 Time:9:54arh-11:1lam %J"- ree a g Other (Specify) In- ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve Average Daily Traffic 31287 Horizontal Curve Lane Configuration 2 Lanes Total -Double Yellow Line Lateral Visibility Signal at Yorba; Stop at Prospect and Enderle Center Traffic Controls Surface Condition Crosswalks At Yorba Pedestrian/Bicycles Yes/Yes Few/Few Street Lighting Truck Traffic Few Driveway Density St t P Akin Yes %J"- ree a g Other (Specify) In- ROADWAY FACTORS Length of Segment (Miles) 0.25 Vertical Curve None Horizontal Curve "S" curve east of Enderle Center Drive Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E. ADJACENT • LAND USES Residential, commercial RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE Yes ELI QIIU GII auu � �IIIIII QIIQIIII; s�l�ff QIIQIIII u ilm CEO= t RIKEIM QLCiII1rzl a 1111621L INCEE s OW .1m ir IM= cm 111111110 [II QIIII ►� �� �sg ■■■1■ E� ■■■ �II QIIII QII IIIID 14- 435 ■■■ 35IIIQDM EMU= X f a cim 120 1201 37 QIIIIIIti QIIQIIC 33 QII QDII 00 1312 39 [II IIQIZ QIIQLIE 40 CiIIIIIIL 41 QIIIIIIL 42 QQQQLZ QIICIGI 43 QII QIIII QII QQI 44- QII CIIII M=.:s i 1 ■ ■ ■ ■1■ ■ ■1■ ■I■ ■ ■I■ ' 1 ■■■ ■i■ ■■■ ■■ ■■i■ MINIM min ■■ ■ ■■ C! ■■ ■■■ ■ ■■1■ igloo ■1■ ■ ■t■ ■I■ ■ ■I■ ■■■ mimesis 111111110 ■■ ■■■ ■■ ■I■1■ ■■■1■ E� ■■■ ■1■ ■■■ .■ ■■■ ■1■ ■■■ ■■■ ■1■ ■■■ ■1■ ■■■ Nunn ■I■ ■I■ ■ ■1■ ■ ■1■ ■I■ ■ ■1■ et■ ■ ■1■ ■ ■ ■ ■t■ ■1■ ■I■ ■ ■■ ■■1■ ■ ■■■ ■■ ■■I■ ■I■ ■■■ ■■ MINIM ■■■■ ■■■I■■ ■■■■■ minim ■ ■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■1■a■1■ ■ ■■■ ■■ ■■■ ■■ mistsid ■1■1■ ■i■ ■ ■■■ ■■ MINIM ■1■ ■■1■ �- mini ■1■1■ 310 ■ ■1■ stal mini Miami■ NJ NJ RIGE111111■1■1■ ■■■ ■■■■■ am Oslo Miami■ loons $1111111111im■ ■■ MINIM E� loons ■minim■ ■■ minim �� ■I■i■int■ ■ ■■■■■ ■■■ ■■ ■■■ MINION ■■ ■■■ ■■ MINIM ■1■ mini■ • ■■■■■ ■■■■■ ■■0 No among missiol 0 Nis ■ ■■ n olonsimislas MINIM min • ■■■■■ ■■■■■ ■■0 No ■■■win Kim ■ NINE A 0 Nis ■ ■■ n olonsimislas MINIM min ■■ ■ ■■ C! ■■ ■■■ ■ ■■1■ ■1■ ■■■ also■■■ ■■ 01014 ■■■ mimesis ■■■ ■■■■■ MINIM mines ■■■1■ E� Its ■■t■ RINI MINIMIRMIMI MINI ■1■ ■■■ ■■ ■■■ '' ■ ■ mini■ ■I■ ■ ■1■ et■ ■ ■1■ ■ ■ ■ ■t■ ■1■ ■I■ ■ ■■ ■■1■ ■t■■■■ ■1■ ■■■ Simon min ■■ MINIM �► ■ minjoisionjo ■ ■1■ ■1■ ■i•l■ minim ■ ■ .1■ ■ ■,■ x ■■■■1■ ■■■■■ ■1■a■1■ ■■■■■ ■■■1■■ ■1■ ■t■I■ ■1■1■ ■i■ ■,■ mintsioni■ ■ minion! m■1■1■ �- mini ■1■1■ 310 ■ ■1■ stal mini Miami■ NJ NJ RIGE111111■1■1■ CI . ■1■ Miami■ mini■ ■I■ ■I■1■ -T ■1■ ■til■ ■1■ ■1■1■ mini NJ M1011161111■ m misionintainim �� ■I■i■int■ ■I■mini■ miniolesinlal■I■ slat mini Miami m■1■1■ ■1■t■I■I■ ■1■ mini■ ■1 ■1■,■,■ ■1■ mini■ ■Ini�inl■ ■li ■1■1■ ■1■ ■1■1■ ■1■1■1■1■ • ■1■ mini■ ■I■I■tnl■ ■t■ ■I■iMiami ■ ■isignal oMINIONi ommmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo ■MMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmm■ mmmmmmmmmmmmmmmmmommmmmm■mmmmmmmmmmmmmmmmmmmmmmmmm■ MMMMMMMMMMMMMMMMM■MMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME -MMMMMMMMMMMMMMMMMOMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM■ MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmommmommmmmmm■ .mmmmmmommmmmmmmmmommmmmmmmmmmmmommmmommmmmoMMMMMMM■ .MMMMMMEMMMEMMMMMEEMMOmommmommommo■ommommmmmMMMMMMM■ ■MMMMMMMMMMMMMMMME■MMmmmmmmmmmm©m©mmm©mmmmmmmmmmMM■ mmmmmmmmmmmmmmmmmommmmmmmmmmmmm©m©©mm©mmmmmMMMMMMM■ mmmmmmmmmmmmmmmmmommmmmmmmmmmmm©m©©mm©mmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmm©m©©mm©mm©mmMMMMMMM■ mmmmmmmmmmmmmmmmmmommommomommom©o©©mo©m©©mmoommoom■ mmmmmmmmmmmmmmmmmommmmmmm©mmm©m©m©©©©©©©©©m©m©mmmmo mommommommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmm■mmmmMMMMMMM■ MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmammmmmmmm■ . MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmm■ mmmMMMMMMM■ MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmmm■ .MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMM■ ., MMM■ MMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmm©mmmmmmmmmmm■ mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmm©mmmmMMMMMMM■ MMMMMMMMMMMMMMT■MMEMMMmmmmmmmmmmmmmmmmm©mmmmmmmmmMME MMMMMMMMMMMMMMMMMEMMmmmmmmmmmmmmmm©m©m©mmmmmmmmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Walnut Ave Location: Newport Ave -Red Hill Ave No. 109 Field Review By: RSM Checked By: Josh McDonald Time: 1:40pm-2:15pm A PREVAILING SPEED DATA Location of Survey, S/O Del Amo. Date of Radar Sample 2/24/2004 85th Percentile (mph) 40 10 mph Pace (mph) 32-41 Percent in Pace 70 Posted Limit (mph) 35 B . CC A ISTD IDENTH Y R f f t Time Period Covered (months) 36 Speed Related Accidents 25 Speed Related Accident Rate Annual (Acc/year) 8.33 Accidents/MVM 3.91 ...... _ _.:..:.:.. .. ..:.::... ., :: .: ::: .:..::. .:......... :... :.... ................:.:.:... ..:. ........ C. TRAFFIC FAXTOn:e''_ .. ..:: ,....................... ...: ::: .:. . :., .f.: rf. :, .. ...:...._. ....:. .. .:. ...:.:.. ,. r.... .......:.:... .....::....:.....: . L i Average Daily Traffic 119675 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal at Newport and Red Hill Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes within areas of red curb Other (Specify) D OADWAY: FACTOR S : Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT'LAND USES _:. Residential � Front Comrrierc�al ( 3 RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No spm ZONE SURVEY s-s-1 -T�,5�cf%r % -0/ TtoN(Sr.w ,�- � rt � -Z-- -- vv�TH� ( Irl: (�QIJOY PARTLY t�Ot10Y MOSTLY CLOUDY POG RAIN .SOCA RGAD SAWAMffnR OTHER (EXPLAIN IF OTHM �IREOTION�B�EB wB: AIR POOR � �'� '4''-'-c ROAO CONOIT�Lm F OBSERVATION POW �'/ �OS'tED S - S MPH ALSO NOTE IF SOMLS. PARKS, ONZMEEi PARKING. HEAVILY USES ORWYM GATE OF OBSERVATIONS 2 l.?�,/ � �N PS�ESTRIA NEDIUM HIGH _ DATA COU.ECT10N : 'y o - 1: /-S OBSTRUCTIONS SPED A& TRFES. SHRUBS VISMUTY. HILLS. CURVES N 8 `'C TWOF aBSERVATIONS: TRAVEiTO SITE .S`h 4.9 ROADWAY SEGMENTLENGTH o 5 MILES SEGIIAQVT LFiVGTH, ETC. ,�1 (8TN UMITSj TOTAL NUMBER OF LANES (THIS DIRECTION)ef COMMBVTS � c.t. �0 l�./�t' � �+.�7 '� � ^� (OPf'aS1TE DIRECi10N) �- J TOTAL BOTH DIRECTIONS21 STREET• WIDTH CURB TO CURB (Fr) r DATA COUX-. ON METHOD oEvenpeAENnaggINDUSTRIAL COMMERCIAL. OIFiECT10N S/ * DIRECTION j TOTAL. . COMBINED TOTAL TOTA`- as aQn� as 121111 as aaaC113131313. 20 1213 0011 1312 aaa Q0a 21 00121312 as a0a 00 000 00 000 1312 Qa [31312 as aaa- 13131300 as aa[ 1311131213 1313131213. 120 aaa 1212131313121213131322 -• as 0012 as aaa 120 aaa 120 aaa 120 aau 1 23 512 1301. as aaa 130 aaa. 1313131212* 012aaa 12131213 as Qaa 00 aaaas 01112 012 aaQ ; 0131212 00 1300 1313111111 013 1II0a. 131201311 0 24 as aaa as 01311 as aa12 1212111211 as 121211 1111000. 1313131312 1212131311 [20,131311 as aari d 25 1211 (30 11120 [3[21313[1 13173131I[20 130 a 13Qa [3a 01211 [212(313[1 [2a (301(3Q [2an* 26 !100aQ 00013[1 0013atQ x0000 1100CEI 27 013121313 00 01311 01301312 01201213 QQQa. 0000Q as 12012 as 01313 asaaa 001211 12130120 00 aaa 1312 aaa as 0012 9112 aaa z 28 12,01311 01.13130. as 12[3[1 0130013 0000C, . a aaa 01201311 01101312 01301212 '1213013a • a 29 RZ Kaa as 131312 as 0M 120 01311 1212121211 [30 aaa as aaa. [2013130. 13000C. [31201311. � 30 �� 61311 01301312 as 01311 aaa 1311 01301211 E NIIQ [30 aaa 121201212 an aaa as 11011 . 7_ 31 11FE302 as [11312 000013. 0001312' 0001213 a 32 So SaQ 1312.121212 1312aaa 1313111312' 00 0011 j111200C. a aaa as aa 1311 a120 aaa 131212012 00000 00000. MOOD as aa13. 33 §E §ns 00 120 aaa 1212121112 aaa. 0- y 00 00 3 34- E§6[2[a [2001312 as aaa 12120011 1212121211 3 M aaa 1213 aaa 13121312121212011aaa 012131211 aaa COODD. as aQa 120 aaa as aaa 3s[1130 130 aaa 0013110. 1312111212 ���12a as 81111[Ka aaa 12121312U 00000 13131313131312_ 36. ME [3[2[las aaQ 012131312 1313111213 13001313 2. MOOD 1312131313 121312012. 0120012 120,13012. 37 ®e ]WSW 1312 aaa 00131313 1313[313[1 13012012 - SERIES. 01113120 0012130. 1212131312 12013131 38 El [3120 00 aaa 130.131311. 1313131312. 120 aaa 3 39 JJZ 2[212 as 12[212 1313131312 1313121212 001200 5 a Sall NM aaa. 0001212 as aaa 120 QaQ fillEs-Elt 0001212 [2012012. 130131211 1312131311 f s' 40 �� �� 0000a 131113012 as 0aa 01301213' g s EH& NE MEC 130 a13Q [21212130 12012111 41 ®0 [31312.1312 aaa. 0001312. 01201312. 000012 t 42 11131312-.13000a 00000 00 aaa 0000 -012111113 013013 as aaa 120 aaa 001300 01300a s 1311111312 1212121111 13121312111211 as 131311 4.3 �a QaII1213131211 1313131213 1312 QaQ 012 aaa P51213130. as 13aa 120 0012 001300' 131213130: o 44- as 12012 an aaa 00-0013. [20131312. 012131212 - 1211130, 0013120. 1312131212 1212131311 1213121111 a 45 00 01212 1313131212 13IIa0u. 110121211 as [21213- o II aaa 1212131311 120131212, as 131311 12120011 131311 121211 131311 12 as 46' 112 QaQ Qa 13011 as 0 E M EM 012000 01212013 [20000 [213111211' m 47 Q1313012 012 aaQ (30013[l 120 [313111312aaa. - 1119COO. 12121200- 12012011 0000C 12013121 V 48as aaa: as aars as QaQ 01201212 1112131111 01313[1 012012[l 1212121311 0000[l as 0arz 49 §12aarz as 01311 110121311 [112131311 130,131211 o [21213011 12QQ1311 as a12EL 120 01312 01201211. 50, IIaIIQ Qa [31312 00121311 0131313[r 1312000: a [31311 120 aaQ 012121311 012121212 131213ars 51 121201212 12120011. 121112012 1211121212 a a QaQ 000012. 011 aaa 000012 1212121311 [2013131 5z. as 13[212 as 13012 as 0nrr [2a 13arz 1312131311 13012 as OaEY a12aa[x 131301211as 121211 53.o013nQ (313[312[1 GO MM OD OM (213131= 0 a0rs 1312131311 13a0arz 1311131311 arlQarz aa0 �0atz aaa011 aaaaa [MOOD: = =aaa DEMME aIIaaQ 0.0131M 00113001. .aanQ GE1 [3[1121212 120 12011 121112011 13 1212011 01113EM rsa0rr a�Qarr (31112011 [30.121311 GEN200: oQaarz' 12121311[1 0,1213arz molm 13121313rz 0010011 13LI13aQ cm rirl 5T MODEL as 130110[113 0110 aIIaaQ MUCH= =13rz 01113atz aQOaQ 11013 i 58= aIIanrr [213[313[ OaQarz [10121211 000013 - 012IIQ aQaIIa 01313 121212121112112[0[ �- 012131211 aaa0rs ma ar� aIIaaQ EEO= * IIaarl a cila aQaIIrz aaaarT 60: QII13n� 0Q00[Z QIIQOII CE013 - 1212111233 0121111/1121211 ar213 1=12 [MCI at r,r-tnrlr r rrrRnrT m7mirr nQQ� 11111213 QEI= QIIQCIQMrT [mix 0: �ooaoo a000000 000000 ov0000000� ......................MOWN MWEIMMME MOWN Now ONE INN©00000MOMMMONOMEMONOWNOMM■ IMM©1M©MINIMMIMMINIMMOMMEMOMMOMMMEN CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Walnut Location: Red Hill Ave -Browning Ave No. 110 Field Review Bv: RSM Checked Bv: Josh McDonald iTime:9:35ain-1 0:37am IA: PREVAILING SPEED DATA Location of Survey S/O Oxford Date of Radar Sample 2/25/2004 85th Percentile (mph) 40 10 mph Pace (mph) 32-41 Percent in Pace 73 Posted Limit (mph) 35 B: ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 4 Speed Related Accident Rate Annual (Acc/year) 1.33 Accidents/MVM 0.43 C: TRAFFIC FACTORS Average Daily Traffic 16,898 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal at Red Hill, Browning, and Oxford Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) D: ROADWAY FACTORS Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT LAND USES Residential (non -fronting), school zone RECOMMENDED SPEED LIMIT 35 MPH SPEED -LIMIT CHANGE No • W0916hii � 11 • • .� ■■ ■■■ 0 ■■■ 10101010 one■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ 0 ■■■ ■■ ■■■ ■■ ■■■ noon■ ■■ ■■■ no ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■ ■ ■ ■ ■ ■ minim ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ R ■ ■■■ minims ■■ ■■■ moons ■■ ■■■ ■■ ■■■ ■■ ■■■ s■ ■■1■ ■■ ■■■ ■■ ■■■ Basin In ■■Isla,■ Elliot ■■ ■■■ ■■■■ ■■ ■■■ ■■ ■■■ ■ 2101■ ■1■ ■■■ ■■ ■■■ ■■ • ■■ ■■■ ■1■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ MINIM ■■ ■■Scale minim ■■ ■■I■ ■■ ■■■ �. ;.a■ ■■■ ■ MINIM ■ a ■■■ ■■ minim 010101100 g ■■■ ■■ Nis ■ ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ NOISE ■■ ■■■ NOOSE ■■ ■■■ 4��_: ■■■ ■■ ■■man a ■■■ 8101010 Mminim noon■ 0■■■1■ noon■ ■■■■■ soon■ noon■ noon■ noon■ noon■ ■■■■I■ ,. ■■■ soon ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■ ■■I■ ■■ ■■■ ■■ minim MINIM min ■■ ■it "■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■� u ■ ■I■ ■■again minim minim m1m■■ ■■■ Islas ■■ ■■■ onions soon moons J■ minim mission ■■ ■■■ minim min ■■ 0■1■ :[Elm■ ■■ ■■■ 5 ■ ■■■ stools ■■ ■■■ it Z L■■ ■■ minim ■■ ■■■ ■■ ■■■ ■■ IN ■ ia: r r'.■ ■■ ■■M IN MEIN ■■ ■■■ EMIN V "I too ■ ■ minim ■■ ■■m ■■ ■■■ ■■ ■■■ �F .T'E ■■ ■■■ 01001010 Elm Elm ■■ ■■■ 'Ail _-3::!_ �`; ■■■ INN mi■ ■■ ■■■ ■■ ■■■ 1,11-18 moons ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ u �i 4 1 L � a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .00 Emnloin 0 minim 0611151 Islas "L ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■rMEEL110 ■■■ ■■ 01 min Jolson ■■ ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ noon■ ■■ ■■■ ■■ ■■■ i� -,■■ ii■ ■■■ ■■ ■■■ assets ■■ ■■■ -■ 51019310 ■■■ noon■ ■■ ■■■ ■■ ■■■ �j'� ..■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ minim -.r■■■ noon■ noon■ noon■ noon■ ■■■■ nooonion ■■■■N noon■ ,.■ ■■■ ■■ ■■■ noon■ ■■ ■■■ ■■ ■■■ 100 minim a Mminim ■■ ■■■ ■■ ■■■ ■ ■ ■ ■ ■ ■ 0121010 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •/ • • ■ ■ minim ■ ■ ■ ■ ■ ■ ■ minim ■ ■ ■ ■ Basin ■ ■ n '0101510 Nis Elm ■■ ■■■ ■ ENJOIN ■■ ■■■■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ MINIM ■■ ■■mania ■■■ ■■ ■■■ ■■ ■■■ no ■■■ ■■ on 0 minim ■■ ■■■ ■■ ■■MEN a ■e■ MINIM a w ■■■ • ■■ ■■■ ■■ ■■■ ■■ minim ■■ ■■■ ■■ MINIM WE a01101010 minim 0 u ■■ minim ■ ■■■ ■■ n mine '+ ■■ ■■■ ■■ minim ■■ ■■■ ■■ ■Olson a minim :y■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■ ■■■ ■■ MINIM 110101m v ■■ ■signs■ ■11 ■■ ■■Basin ■■■ ■■ ■■■ ■■ ■■■ ■■ minim Y minim a wMINIM ■t ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■I■ ■■■ ■■ minim x minim n■ ■■ ■■■ 00101011 ■■ ■■I■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■e ■I■ ■■■ ■■ ■■■ noon■ 0101860 2151010 minim ■I■ noon■ noon■ nooItJ n■ ■■■■In ■1■■1■■ noon■ ■I■ ■ ■I■ ■I■ ■i■ ■ ■I■ ■ ■ ■ ■ ■ ■131■ ■ ■ ■IMI■ ■ ■ 11010 ■ ®1■ ■I■ ■t■ ■ ■1■ ■Iml■ ■It anion ■!■ ■ o ■ ■i■ ■ ■1■ 1181110 ■ ■I■ ■I■ ■ ■1■ ■ ■ ■ ■1■ ■ ■I■ ■Iain ■ Basin ■ ■I■ ■1■ ■Into ■i■ ■IMI■ ■into ■1■ ■1■ minim ■ ■ ■ ■ ■ ■1■ ■1ml■ ■Im ■ ■1■ ■i■ minim ■in 21111101001a ■ ■lo 01815■1m ■1■ E101514" 310131004810 ■ ■ ■ ■I■ ■ ■I■ ■1■ ■ ■I■ ■ ■ ■ ■I■ ■ ■ ■1■ ■ ■Ie ■ n ■ ■1■ ■I■1N alt ■1■I■ m1■ ■ ■I■ ■I■ list monist MINIENNININI ■1■ ■1■ ■ ■1■ ■1■ ■Iml■ ■ ■ ■ ■i■ ■1■ mini ■ ■I■ mini semi ■ 3181■ ■i■ ■ ■i■ "NJ stal ■1monist @I ol BIKEI§10131 N■1■ ■ ul Blasi■ ■foto ■i■ ■ ■ ■ ■I■ ■ ■ ■ ■ ■ ■ ■I■ ■1■ ■ ■1■ ■ o ■ ■1■ �� ������ ������ ������ �Q ��Q �Q ��������������������� �Q ��Q 00000 ������������������ �OQ 000000 ������������������ �0��00000000�0 �������������� �����������������0 ����������� I������� ���������� �� ���� ����� I��������������0������������■ I����r����������������������■ I���������������������������■ I���������������������������■ I������©��������������������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form 0%1 1 w ILI r► c veno Street:Wal nut Ave Location: BrowningAve-Tustin Ranch Road No. 111 • M Field Review By. RS Checked By: Josh McDonald Time:2:30pm-3:20pm A: PREVAILING SPEED DATA Location of Survey. S/O Alder Date of Radar Sample 2/24/2004 85th Percentile (mph) 42 10 mph Pace (mph) 32-41 Percent in Pace 70 Posted Limit (mph)135 RY DENT �iISTO . Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 0.36 C; TRA CT ORS ...:.:..:.::...::.:..:.::.......:........... : Average Daily Traffic 19,251 Lane Configuration 9 4 Lanes Total -Raised Median, painted median Signal at Browning, Cherrywood, and Tustin Ranch Traffic Controls Crosswalks At signals Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) Designated bike lane D DWAYA . Length of Segment (Miles) 0.4 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E ADJACENT LAND USES Residential (Non-frontrng} RECOMMENDED SPEED LIMIT 40 MPH 0%1 1 w ILI r► c veno SPS ZONE SURVEY TIs ,m 0135ERVEit :� Z� OC 710N (Sr. NALfAa kj A- f Al WEATHER: alaff CLQtJ1 Y PARTLY CLM13Y MOSTLY =0Y FOG RAIN III�TS (eTNj /.3�Pe� ,y �� G- / T s • �, �uf R m MY OR OTHW )IREC I 10HARFMM W6. (FWLMN IF On*M xwRYAT1 POINT s/ QA 1-,E) ROAD `CONMnCW FAIR POOR 10STED SPEED LINMtr NpH ALSO WME IF PARKS. ON4MEETPARKING. HEAVLY USE13 ORWYS. )ATE OF OBSERVATIONS Y �4 41- P87ESTRIANS LCW-MUM" HIM 1IIAE OF OBSERVATIONS: DATA COLLECTION ? S6 + _ 0 OSSMCTIONS AFFECTING SPED AS: TREES. M*WSS SLOCi4NG VMA81UTY, HILLS. CURVES TRAVEL TO SITE S-� : V ROA13WAY SEGMENT' LENGTH • 'f �MIM SEG%*NT LENGTH. ETC. � � ; ,V (STN I.IM[M TOTAL NUMf R OF LANES (THIS OIREC I ON) (OPPOSTE DIRECTION) TOTAL BOTH DIRECTIONS SIRE -r WIDTH CURB TO CURB (FT) DATA COLLECTION METHOD DEVELOPEiIAENT; BREOMEWIAL INDUSTRIAL COMMERCIAL RECTION S$ TOTAL M 0131300 as 000 0001312 00121313 [31i 131212 21 13131300 (30 111313 1313131312 130 131311 1311131313 130131313 (20 0013 130 131313 131113011 as 0[211 2 1313131313 1313131312 1313131312. 1313131213 131201:112 24-1312131311 a0 aaa 1312131212 12111100 as aaa 25 13001212 13013011 (213013a 1312111311 00131311 1313131313 012 aaa (2[3aaa 1300012 as 1313[7 1313111313 1311131312 1312131313 131213130. 012131313 28 IN a 2 aa '1313131311 0 aaa (2 1313131312 130 aaa Z 29 OR cal 0001312 1312131312 131101317 Oa aaa 30 11151313 131313131:1 1313111311 as 13011 as OO1r 31 girl aaa (20 aaa 012 aaa [3[1[:113[1 130 aaa IV 32ME 100 (213aaa. (213 13131313[l1313 1313131313130 aaa 1, . sit lama ®E ®ma 130 aaa• 1212 am [30 a01r 9 34- 1§ Ilifli ®ll SEa as aaa [312[3[2[1. [:11213[3[:j 35 1E1M MEN 0013131: (213aaa. 1313130G. 000013- z 36 01 f ®®� WIN Uff Ell 111113 13130011 1:113000 37' ®E 5§12 131313013 01301313 131313131:1 13111:1120 38 ■N JI0® 01 IND 1213130Q 11131300 01313130' 39 IS SEE Oa 0013 1312131312 1301200 01113013 /9 40- Ma §J111 REFIER (2013013- (2013011 013000 41 ®1i WIN fey aaa [][3[3[3[1*' (][3[3[112. [:113[3[2[1- 42 411®® a o[3 aaa: as 0001 as [3011OC ICICI S 4 FIRMER 1313111313 [30 130[2 131313[3[7 000120 44 ®liffaa 013131312 1312131212 130 aaa 1313131312 1 45 01313122 (30 0012 (21200[1 120131317 as 0011 z 46 ®jjaaa [30 aaa 1212 aaa o13001:1 as OOa I 47 §0120[1 (212 aaa. (2a aaa. 130 aaa. as aaa C' 48 as [2001 Qa O13Q 1313 aaa 130 aaa. as 0[211 a 49 gff §alz 017 aaa as 1213[1 Oa 13a1r (:1[1[3[2[1 50 6121301 1112131311 (213131[1 asOOQ 00[2[301 51 1112131311' 1113aaa .1312131211 1101312EI as OOQ 1313131311 1312 1313Q 13121313[l 13013011 as 130!1 53. 1312121311 as aaa as 0atL as 0011 00000'. 544. 0[10130. [20[3M as 0012 130 0a>z as 0aQ ■ minim 1411111110 ■ man 0 0 o ■ ■ ■... .. ■ ■ . ■ minim sells..■ ■■ ■.■ ■I■ ■■■ ■■ ■■■ ■ mills ■ ■■ ■■■ ■■ ■■■ ■■ 1101143 0 ■■. mint -011 m 0 1 10111510 ■■ ■■■ ■■ ■■■ ■■.■. ■■.■■ ■■... ■I■ ■■■ ■■..■ AJ TOTAL00 0012 - TOTAl Qa aaa 1313131112 as 000T as Qa11 -1113131313 1313131312 131313012. aQ aaa 130 aaa 1113130. as aaa 111301313 13131313[l as 012E -01:10131a 1:113131312 120 aaa (313aaa. as 0012 12121211 as 0012 as aaQ (313131311. as aaa ,-. ■■■ ■■ ■■■ min MIN ■■ ■■■ 1010101 . ■■■ ■■ ■■■ .. ■■■ ■■ ■■■ ..... •.. ■ minim ■ ■ Elm ■■ ■ORION ■■ ■■■ �. ■■■..... aaaaa ..... ■■ ■■■ ..... norm ... ..... ..... ..... ... ■ ■ 7 611 131211 1312013>s 1313131312 1313131311 M E as 00000 000013' 1312131312 1313121311 s •EE IEIEI[: EIR51212 1213aaa. (31301311 as 131311 00000 1200012 aaa012 0000a 11111E 111KIEaa: 1112131313, as aaa as a0Q a xign ZN aaa as 0012 (313aaa as 131312 MEEK SE ME0 00000. 13130013-1312131313 1111111312 IRRIME: ORIEa13 130131311 aaaaa 0013131 Z IFE IZIMIR 1EN 12011 IRS 131311 1313aaa. as aaa �1KNEIR IEa aaa. 12121313[ 1313131311 as x011 1 [ENE EffM012 000013 0121301: (31311131 KNE 1111131113 1113131312. as Oaa 1313121311 y 1ES1112. as 131312 1111111312 00131111 00 0[211 111111130. 1311111313 1113131213 0130012 131213131 Z Zaa 11111311[. 131113130: 0x000. 1301313G. 191311011- 121212131- 1313131312' 1313 a 1312 a[20012 1111121212 11111113U 11111313[1' 1211aaa. 0[2 13121 r10121312 120 131112. 13[3111312.* as 0012 as 1300 QOOIs 00131312 00131211 1313 aaa. Oa aaa. 0130!1 OQIQOI2 121213011. as 02121312aaa. a 01 oasis slolm Igloo min min solo N none an m a 0 0 ROSIN minis 0 11013 min I M 0,0 Elmo [on ts-told we I a soon IS ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■1■ ■■ ■■i■ ■■ ■■�■ ■■ ■N adEnim.... • cn LLI LIJ ca . • 0 LLI• IL z z ui 0- co • co co uj • • • • .• LLI z LL •' • 'uj •ui IL • • • ul • • • • w o m . . m m o m m o - m- m m m m m o m m m m m m - m m - m m m m m m m m m m m m - m m m m m m m o . M. . . . . . M M . . . . M. M. E. . M m m . m m . . m© m m . m. . m m m - m. m m m m m m m m o M M M M M M M . - M- . M M M M M E M . M. m m . m- . m u m m m - - m. m m m . m m m m m m m m . o M M M . . M M . M- M. M M M . M E M M - . m m m © . m. © . . . m. m m - m m m m m m m m . m m m o mmmmmmmm . m . . . . m m m o . . m . m . . © . © . © m © © . . . . m . . S . m . . m m m . m o M M M M . M. . M- M. M M M . . E- M- © . m. © m© . © m© © m. m m m - m m m m m - m m m M - E mmmmm . . . - m - . . m . . m o - . - © . . © © . © . © m © © . . - m m . m m m m m m m m m m m o m. m m . . . m. - . . m. . m. o. m m © m. © © . o m © . © © . . - m m m m m m m m . m m m m m o ■ . - ■ ■ . ■ . . . . m m . . m . . . © © . © © © © m © © © © m m m m m m m m m m . . . • • • • o m . . m - m . m m m . . . . - . . o . m m © © © © © © © © © © © © © . . . . . • • • • • • ■ • • • • ■ mmmmm - - - m m m m m - m m © m . - m © © © © © © © © © © © © © - © m m m m m . • • - • - - • - ■ MMMMM M M - - . M. - M. M. E M . - m m . . . . . m- m- . . . . . m. m m m m m m m . m m m o ■ . . . . . m. . . . . . m. o m m m m m m m m - © m m m m m m - m m m m m m o - m m m m m m m o mmmmmmmmmmmmommmoom■■ommomm©mmmommmmoeommmmmmommmm■ mmmmmmmmmmm mmmmmommmmmmmmm©mmmmmmmmmmmm mmMMMMMMM■ mmmmmmmm■mmmmmmmmommmmmmmmm©m©mmmmmmmmmmmmmMMMMMMM■ mmmmmmmmmmmmmmmmmommmmmmmomm©©m©m©mmmommmmmMMMMMMM■ MMM■ MMMM MMMMMMMMEMMMmmmm©■ ommumm©m©mmmmmmommmmmmm■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Walnut Ave Location: Tustin Ranch Rd-Myford Rd No. 112 Field Review By: RSM Checked By: Josh McDonald Time:10:44am-11:18am A: PREVAILING SPEED DATA Location of Survey S/O Bentley Date of Radar Sample 2/25/2004 85th Percentile (mph) 44 10 mph Pace (mph) 36-45 I Percent in Pace 64 Posted Limit (mph) 40 B ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Speed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.07 C W TRAFFIC. TORS AC _ FIC F _ _ Average Daily Traffic 24,593 Lane Configuration 4 Lanes Total -Raised Median Traffic Controls Signal at Tustin Ranch, Franklin, Myford Crosswalks At signals Pedestrian/Bicycles Few/Yes Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) Designated bike lane/railroad crossing D RAD O WAY FACTORS . Length of Segment (Miles) 0.5. Vertical Curve None Horizontal Curve Slight gradual "C" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT. LAND: USES lndustnalMusmess` RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE No Al SPS ZrDHE S URVEr moot AOO va' w a ucr momy mcum me ow CH (sr. MAL44-- 1, A airm Pmmy anuar Aj- Al AV M%C=C"b" E9%W (E)WLAWFCrdM 6 �A)4.d EK RCM CIO, IM TM Q FAIR PaW )BWVATMPOW USAW J-/ 0 -Hm 1; "MFOBSERVAMON -Z s' /.4 Pe=rRwao9bVLa*-- monju nUm OF 01WSMVAnaf&* DATA COL IEM1014- oo--9 .'AL -,k Amp 08S 7RjCnCN8AFFECnNGSPeMA& TRIS. SHRUBS 8IJX2=VI3A8lIrrY. musanww TRAVELM SITE .Z.4+ V ROADWAY SEGueirUMNIGTHA MILES SEGAIENrUe4Gni. ETC. AA (8TN UWS) TOTAL NUMBER OFLANES (THISGIRECII dr MW (CPPOMMD TOTALBOT14 DIRECi10NS..now SfREEi'WICT'H CURB TO MRS (Fn -lop DATA C01 I EC TON METHOD, 04-R'p OEVELCPSAeir.- RESICENTLAL dN11a rT:iT affisen SEEMS ■ 11iiI1It10 4 0101l10m aiIm iiaNio m mnm me MIlIEN unisloin RIENIiI1i1NIi1M o11in ■n 110 ilO 010MM so sms ■a 0MN aElm■m01MNa a141011mnm 0SIRwn BE MEN pono aEfumn main,■ T0111 an Bow NNE 3315010 M011 0AWo■ onto i0amnm ME MN 110 1018MIN :01mnnmni■1141mn MN 0 ■ mnm0■ 0 minim aim mss mnfliso —1 0 milelain Elm a ME • I a a a 5 0 Elm MIEMMININ a a a Uon a 010101mat mfounimaml mini NJ Mani SINIM-111 on no's so on■ oloss a lials MINININ Mamie MINIM .101@150 Elm 2 MINGELE 0 MINIM a state oasis MINING T-W■WERE 0 minim 1111011111111 111101MA NINE :�Ujzjmjm ■MINIM■ ■Lm minim0 lots Elm Iminjoinamis Elm a slojoluto .]Swiss ■InaMN ■ 0IWNIM Basin 9 aim 310131sim Ism 10111minavin a Elm alm(mislo 0 Blooms a a 01 a■0 MIN ON a a 0 Nis I'lalmamls 0 MINOMIMISIMINGMINIM MISOMIN minis 11tolmin MILM 0 signs MillaisMINIM mleavin minim ■a a 0 0 sionolm a sintols Elm 0 Elm ■looloto :1 '00 ■lonsin 0 MINININ Nis a Its ■lonful■ 0 to Mtn 0 SINIMINIMIM MINIM ■1-0 MCNIN 11111111 1� 111111110ME10101 0 1110nimlimimommmoo misim 0 MISIM aim Malmo .minim 0 minim a slainin slovis a MUSLIM INJOININ minim RISEN 0 Elm 0 SMIN NINE .3 Raisin Mtn minim mines 0 1 Ld'a.: , , MEIN 0ol min■ 0 l im minim 0 mealsims F. on miss minim 0 aa[: ,I -"IFNIF - 0 0 Imislo stains MINEIMING Wj * M EN 010101min 0 wininin minim Min . Al i L -,l 0 minim SIMON millole 0 a 0 anionin mommin aim a Elm 0 son 0 60 Rosin 11111011111111111 0 0 mall AA, -11 0 note aim I Is, a Elm SIR a !SEc; Lj Ats am mignim son a '1 0 Main 1! MEIN Retool■ Inesin 01-11 ;A 1101010 MININININ falmle 1 - 1A AOn on • -AL 1,J1 Ennis almin misfain 0601010101 ' -in An Elm almanjo MINIM Nis Elm Mamie minim 0 0 0 0 man "I"'Imin m a a mingoinininis 010101s seats minim Noun aim Its 0 a 0 mini J1111111111 Sisson 13101111 sent■ mining a moot miss 1111220 -1 1111 no a oasis simin A. Eisele 10111 minininaminin 0 MEMO Inivin nualminjolm, 11milimisdaim MINIM minjolmle minlinjulman mosinim I --w-Aulal amain almim EIRINININGNINIM Olson 5101310 Nis I minsoll MINIM 1111111113111111111 11111111 glean Millais -:401a nomin minim 01011131mamiall Milan 011101a Simon a Basis minim 1111012101 MININININGE Elvinim ■minim onsim minim 0 E1151010601015 along minimin Elm 011601 minim 010111510 010401mings minjuln ■a 1111111111161111111111 MINIM 0 ■milloluallo Bills Niel mini Scol so ol slocal mini at■ ■Somintufflaim MINIM mingoinislalsomistal al maul goal minuffol 0 MINI■ lists 1151112104510 minim minim a aim minim minesintaimin 1151213180101a 1111111111ininds 0 ELNIN mislatollanim siminaulm Veto a aim KININININGNININININ 31MINIM101611m vials minivisladols MINIM RIKINININGRININININ 0451011111 at 111118NINO al at Masi of 51 SINIGSIMI It at a 010 Mimi MORINO mini mismisiminin Its 551051sim MIN SIR 31315110 1 a I minim RIE151010 I 119S L mini MINIMME11111i minim' mnmimivl Elm MI ammi Mimi M1 mWEEtmi 01mimmmintalml miiffimi aim IIIIIIIIIIIIIIIIIIIIIIIIIIII i0000000moomoo0mommommommomm■ i0000000000moo0Momo000mommoo■ iC+F3F3M000000F300000Me+FN.M..M.MM. MENEM INWOMEMOMMEMEMMOMMENEEMEMOMME 100000000 000mommommommom MENEM CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form street: Williams St Location:Main St -McFadden Ave No. 113 Field Re y view B : RSM Checked By: Josh McDonald Time:1:15pm-1:47pm A:.. PREVAILING SPEED DATA Location of Survey N/O Alliance Date of Radar Sample 4/1/2004 85th Percentile (mph) 34 10 mph Pace (mph) 25-34 Percent in Pace 78 Posted Limit (mph) 30 : CCLDENT LSTORIf Time Period Covered (months) 36 Speed Related Accidents 10 Speed Related Accident Rate Annual (Acctyear) 3.33 Accidents/MVM 2.70 TOR F AC _ C�►.TRA:_:: Average Daily Traffic 6,766 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal at Main and McFadden; stop at Alliance Avenue Crosswalks At signals; Alliance, school crosswalks Pedestrian/Bicycles Yes/Few Truck Traffic Few On -Street Parking Yes Other (Specify) ..ORS ; . :. WAY` FACT Ds . ROAD. _ __ ........... Length of Segment (Miles) 0.5 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E ADJACENT LAND USES rontin school yore Residential (f. 9i� RECOMMENDED SPEED LIMIT 30 MPH ---�� .��■� w2 ■ A Water waw :t �.:01 AM ;Cg -: trs= Tvm. ■1■ ■I■1140100801mem- ■1■1■1■1■ ■1■ ■1■i■ ■1■1■1■1■ ■ ■ ■I■11■1■1■I■ ■1■ ■1■)■ ; ■I■ ■1■1■ ■�■ ■1■1■ ■1■ ■1■1■ ■I■ minim r1" ■ ■1■ ■1■ mini■ ■1■ ■I■i■ ■t■ mini■ ; ■I■ ■1■I■ ■I MINIM■ ■I■ mini■ ■1■Iml■■ i nl■ ■ ■i■ ■1■■1■■ t■I■■I■ minim■1■ ■i■ ■t■I■ ■1■ ■tml■ ■ ■ ■I■ 013101010 MIRISIM ■ ■I■1■I■I■ ■1■ Elm 1111111= ■1■ ■ ■1■ ■1■ ■ ■i■ minim ■I■ ■I■1■ ■1■ ■ ■1■ 7 ■ 1131■ 010131010 ■1■ 0131■ ■iwon I■i■ ■ ■ MINIM M �� C: ■ ■I■ ■ ■1 mini■ ■1■ minim ■t■ ■ ■1■ ■1■ ■I■I■ ' ■1■ ■ ■1■ ■I■ mini■ ■1■ ■tml■ ■IElul ■Imaul ■ NJ ElmidG� � oil 01-4LeLID • Elm six 010fiut■ 1�iI0� min u�t1■■ ��tI ntila■ M■Nfiit■■ win min ■ � M 1mignim 5101040104 Elul Mail a OWN 0 0S, ■inu itn� ■u ■ ■i■ su minim Bio ■ ol■ ni■Ell lm �i � 01■ 111111111111111111M mI�t� Of MINI �� tMuf� � oil 01-4LeLID • winim ini1I■■ 010fiut■ 1�iI0� min u�t1■■ ��tI ntila■ M■Nfiit■■ win 3 ■ � M 1mignim 5101040104 Elul Mail a OWN 0 0S, mIn1■l■ a1m1■ -01101 nIM1�1�1■ ■ it � mimsIuIMiamiMimi 01■ 111111111111111111M mI�t� Of ■ �t�t■ -Ow �ImInInt■ �, oil 01-4LeLID • ■ttIfni ■131■ ll", ■■Ii■I■mIi■ti■ ■I■ ■131Miami a- ■ NINA 3 ■ ■■1■1■ ■t■1■lol■ M ■101111 Mn 1■imi■■t■int■l■■I■■I■I■ ■lat■i■im I■1■■ •x ■t■l313t■ ■t■ mini ■ ■1■ et■Is ■1 ■1■ mini■ � • ■1■1■121■ ■I■t■1■1■ ■1■1■1■1■ ■I■1■1■1■ ■1■1■1■1■ �, oil 01-4LeLID • M min mini■ ■1s!■t■I■ ■i■1Elul ■ ■I■liil■I■ ■1■Iml■i■ �• mini ■IMI■ ■1■1■1■1■ ■1■t■1■101401 ■1■1■I■ ■t■1■lol■ M T ■1■ al minialloininimignint■I■im ■lat■i■im ■1■I mi- ■I■ ■1■1■IMI■ ■I31■1■1■ ■I■131■1■ mini■1■i■ ■I■131■I■ • list 11■1■ otol mision4mini■I■I■ ■1■t■Imt■ ■1■101■Is 3M mini 3111■ ml MININIM1401012101■ E, soul at natalas■I■I■ • mini 1t■1■ ■I■1■Iml■ mini miml■ ■I■1■t■1■ ■t■tntmt■ ■1213111■ ■i■t31■I■ 0!501 mini win ■1Ao■1■1■ :t slot wiwi■ oi otfil at nodal of wi pvt sandstw•wo�.— —•---•—•— '*� oil 01-4LeLID • 1���00��0000000�00�0��������■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Yorba St Location: S/O Santa Clara Ave (NCL) -17th St No. 114 Field Review By: RSM Checked By: Josh McDonald Time:9:25am-9:58am A: PREVAILING SPEED DATA' Location of Survey N/O Bonner Date of Radar Sample 3/30/2004 85th Percentile (mph) 45 10 mph Pace (mph) 36-45 Percent in Pace 69 Posted Limit (mph) 35 .8 ACCIDENT -- Time Period Covered (months) 36 Speed Related Accidents 5 Speed Related Accident Rate Annual (Acc/year) 1.67 Accidents/MVM 1.00 . PFIG : FAC OR . Average Daily Traffic 9,106 Lane Configuration 2 Lanes Total -Double Yellow Line Traffic Controls Signal at 17th Street, Stop at Santa Clara Crosswalks At 17th Street and Santa Clara Pedestrian/Bicycles Few/Few Truck Traffic Few On -Street Parking Yes Other (Specify) D R OAD1N'AY FACTOR :: .. ... ...... ... Length of Segment (Miles) 0.5 ... .... Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways YesNes Street Lighting Yes Driveway Density Medium E. ADJAC ENT LAND USES Residential front*n end non -fronts ( _. ;9 , u.pg. RECOMMENDED SPEED LIMIT 40 MPH SPEED LIMIT CHANGE Yes 2 ISI LOALD -, •tip *'_�� .101 - •ll =L -.W I rs= a1■ ■ ■1. ■ ■ ■ �t� Oji i sli ili i�i1i i i iii � 1.� • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1■ ■1■I■ ■i■ nim! Missing minim - ■ ■ ■ ■i■ ■1■ ■ ■ ■ ■{■ ■1■1■ ■I■ ■I■I■ ■ ■ ■ ■I■ t 1 ala ■ ■ ■ ■ ■ ■ ■ ■ ■1■■i■I■ ■ 011 mini m ■ ■ ■1■ ■ ■ ■ ■I■ ■I■ ■ ■ ■ alml Mani of NJ slamming ■ ■ ■ .. -. c ■■■ ■1■ ■■i■ mini ■■■ ul El MINIM .A-SPLEINISMIS ;,'.. ;■■ ■■■■■ ■ ■■■ ■■ ■■■ i ■■ ■■■ �. An ■■■■■ ■ MINIM Bawls ■■■ ■■ ■■■ 10 minim K: �..:■■ ■■■■■ ■1■■■1■ ■■e■■ ■■■■■ • ■ ■■■MIN rt■ ■ ■ ■■ ■■■ ■■ ■■■ ;�...;;•. .■■t■ ■1■ ■■1■ ■■ ■■1■ ■1■ ■■■ ..■ ■■■ ■ ■ ■ ■1■ ■■■ ■■ minim ■ MINIM ■ ■■ ■■■ ■■ ■■■ ■1■ ■■i■ ■o minim ■■ ■■■ ■i■■■■ ■1■ ■■1■ ■■ ■■I■ Enjoins .:■■ .. ,■ ■■ ■■■ rt■ ■■■ ■■ ■■I■ ■i■ ■■■ ►■■■ ■■■■■ ■■ ■■■ ■■ WININIGNINISISIM C! ■■■■ ■■■1■■ ■1■ ■i■■ ■■ ■■1■ ■■ ■■■ ;■ ■■■ ■■ ■■I■ ■I■ ■1■■ ■■ ■■I■ ■■ ■■■ E� ' '.'1■ ■ ■1■ ■1■ ■ ■I■ minimiminimal■ nim! 01601010 ■ ■ t � ■ ■ ■I1151MR1111 ■ ■1■ ■1■ ■1■i■ ul as minim ■ ■ ■1■ ■ �► ■ ■ ■1■ al■ ■Int■ ■I■ ■I■1■ ■ ■ ■ ■ ■ ■t ■ 011MINIG x at■ ■1■ ■C■ ■I■1■ ■t■ girl■ ■Ir ■Irl■ ■I■ MINION mini 11115915151 mini s■1■ mini algal ■ ■ ■1■ ■t■ alsimil ■I■ i■1■ 1010 14 ■■IIr■l1■■11■■Italgal o I■ ■i■ ■six ■s■Il1■■■11 ■■I1■■11■■ ■1■1■ ■1■ mini notal ■11 minP2811051ill ■I■I■■I■ ■1■{■I■n■0=001151■141 ■■■I1{■■■ ■■■l1Ca■■sIis■■ .Lr ��• �' ls14t- ■1■ 11■C■ ■10 5101■ ■Intal■1■ ■I■1■1■1■ ■1■lo ■I■1■minimi■1■ 11■i■I■1■ a■1■I■ ■Irl■I■1■ m1■ ■■semi art■1■. FsAmami MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmMMMMMMME mmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmMME m m m m m m m m m m m m S m m m m o m m m m m m m m m m m m m m m m m m m m m m m m m M M M M M M M E MMMMMMMMMMMMMMMMMEMMMmmmmmmmmmmmmmmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmommmmmmmmmmmommmmmmmmommmmmMMMMOMME ommommoommommommmmmomommmoommmoommmmmmmmmmmmmmmmMME mmmmmmmmmmmmmmmmmommmommommmmmmmmmmmmmmmmmmMMMMMMME m m m m m m m m m m m m m m m m m m o m m m m o© m m m m o m m m m m m m m m m m m m m m m m m M M E • M M M M M M M M M M M M M M M M M E M M M m m m© m m m m m m m m m m m m m o m m o m m m m m m m m o MMMMMMMMMMMMMMMMMENNNomm©mmmmmmmmmmmammmmmmmmmmmm�� mmmmmmmmmmmmmmmmmomm©mmm©©©m©©mmmmmmmmmmmmmMMMMMMM■ MMMMMMMMMMMMMMMMMEMM©©mm©©©©©©©mmm©mmmmmmmmmmmmmMM■ mmmmmmmmmmmmmmmmmom©©©mm®©©©©©©©mm©mmmmmmmmMMMMMMM■ IN Now IN MINE! N■ MINNIM t mom t■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: Yorba Street Location: 17th Street -Jacaranda Ave No. 115 Field Review By: RSM Checked By: Josh McDonald Time: 2:05pm-3:01 pm A PREVAILING SPEED DATA Location of Survey S/O Vanderberg Date of Radar Sample 3/8/2004 85th Percentile (mph) 39 10 mph Pace (mph) 30-39 Percent in Pace 74 Posted Limit (mph) 35 B ACCIDENT :HISTORY Time Period Covered (months) 36 Speed Related Accidents 1 Saeed Related Accident Rate Annual (Acc/year) 0.33 Accidents/MVM 0.54 :. . TO C _FAC........_ TRAFFI __ C _ . . . ...... .... . . .... .. Average Daily Traffic 69801 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal at 17th and Vandenburg Crosswalks At signals Pedestrian/Bicycles Yes/Few Truck Traffic Yes On -Street Parking No stopping Other (Specify) FA14 D� ROADWAY' ._ cTOr ........... . Length of Segment (Miles) 0.25 4 Vertical Curve None Horizontal Curve Yes Lateral Visibility Fair Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light •.:,ADJACENT LAND USES E._ Residential (Non -(Non RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No 30.- 0111111W 13130117 SPEED'. ZONE SURVEY CITY �u S F _,Ar QQ 01313 08SERVER: LOCATION (ST. NAME) " " o jzR 13013131 WEATHER: $ri CLOUDY. PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN LIMITS (gam /7 4Q 34- j®ujalt,,- mRIBES 013131311 130131313 ROAD SURFACE AOR- OTHER DIRECTION NO S8 ®.Wff, OBSERVATION POINT v E (EMAN IF OTHER) ROAD CONDITION epb FAIR POOR POFD Spm LImir DATE OF OBSERVATIONS 3/ 111111®13. ALSO NOTE IF SCHOOLS, PARKS, ON -STREET PARKING, HEAVILY USED DRWYS, PEDESTRIANS HO@ LOW MEDIUM HIGH. TIME OF OBSERVATIONS: DATA COLLECTION .2: - 7.0 - 3: d 1 OMMUCTIONS AFFECTING SPEED A& TREES, SHRUBS &WONG VISABIUTY, HILLS. CURVES 00 00[1 TRAVELTO SITE / ; ti ROADWAY SEGMENT LENGTH MILES SEGMENT LENGTH, ETC. on one (M uM fm . TOTAL COMMENTS NUMBER OF LANES (THIS DIRECTION) Z (OPPOSITE DIRECTION) i TOTAL BOTH DIRECTIONS �Y 11111111 ""i STREET WIDTH CURB TO CURB (FT) G zi I is 1 0 DATA COLLECTION METHOD 0 1 ro DEVELOPEMENT: RESIDENTIAL INDUSTRIAL DIRECTION TOTAL : DIRECTIONS TOTAL �. ; COMBINED TOTAL.. 20 1113131313 1313131313 1313131311 1313131313 QQ 13130 - 0 [31313 00 QQQ 13130013 0013013 00 0131 21 QQ [3013 (3[3[][3 00 QQa 1313000 1113131313 13131313 QQ0013 1313131313 00131313 00131313 QQ Qaa 130 013 ❑0 000 13130011 Q13*131312 111301113 Qa [3131 1313131313 Qo QQa 0013131 23 111313131:1 QQ 0130 (313131311. 131313131:1 00111313 1111131313 00131313' 13013013 131301313 01313013 24 1313131312 oa Qaa 131313130. 130.01313 0131300 013130 131313131:1 1313130[7 as QQa 13130011 25 QQ 1313[ 00131311 130131317 Q131313Q: 013 [11313131:1 013QQa 1301313[7 130 131317 1313130 a 26 [101301 - 2T 11013[3[3 0 28 1113131313* 29 1s -P00 QQ Qaa 131313011 QQ aQ13' 1313111313 111313012 QQ 0013 QQ QQa QQ Q0Q 130000 1313131312 1313131311' 00131313 0131300- 1300131313 1113131312 0013131 Q Qaa. QQ 0013 QQ QQa [3[3[3[312, 1313000 1113131313 1313131313 1313131312 QQ QQa - 0.11130 01311013 00 0012. 00131313 1313 1313131113.9 W.11®0 130131312 130131313 asQaa 01313013 30.- 0111111W 13130117 131313013: 1313000' 31' 11®11SW 130 [3[312 QQ QQa: 0[10013. QQ 01313 000012 32.11D®®M' ®®REN 1313131312 01313130' 1311130 13013131 s 33 ®®11112" SO11110 00131313 11110130 [31313111 00 0130 4Q 34- j®ujalt,,- mRIBES 013131311 130131313 1313131313 11 111115K .�._ 35 ®§ gee am MEN ®E AMID. 131:1003 a0 131313. 1313131313 9 36 ®l M®l" 1111 NE0 1313131111 110 131313 1313131311 111111®13. 5 37' 111111111V Q131300 00131311 00000 01300[3 i 38 ®11®00_ [313000 QQ 13013 1113000. 00 00[1 2 39 §11.[][3[[QQ 130[3 QQ Qaa 00 130[1 130 00[1 5 40 1111111115- 130131312 00131312-13130012 11131300 41 10 QQa: 13130013 00 01311 QQ 0[3Q QQ 131313 42' ®jj13[3[3 QQQQQ QQQQQ QQQQQ• QQ QQa 43. IN®1100. 00131312 QQQQQ QQ 13[3[1 00.1300 44- 0131300 1312131311 1313131312. 1313131313 1313131313 + 45 013[3Qa 130131312' 13131313[l. QQ 000 QQ QQ[r .. 46 ®13000.00000 00 QQa.1111111311 QQ [3011 47* 1313 1300 * 1313 Qaa 13131300: 1113 11[3[1 QQ QQa. 48 0130012 0013011 00000 [3[3[1[3[:[ 0130130' 49-111313[3[1 Q13130a [3101311 1311[3[3[1 001[3011 50" 013131311131313011 00 000 001301 130.Q13Q 51 11111313G. 001302 QQ 131311 0120011 [313131312. 52- 131313111 -131213[1[1 1311111311 13120017 13[3[3[3[2_. 53 00130X11 QQ 131311 130 000: 00.0013' 1311131311 % 01100[1 01313130: 130 13011 1313Qaa 130110[1 55 01113011 13111317Q 1311130Q QQQar1 QQQarr 5611 Qa 131313 01113011 00000.1300011 13111313[1 5T[111131311 0[1130a-' 013001113a00rl 1311131311 5E- Qa 131313 1311131311 1313 13131 01313013 QQ 0011 59-13111313110121113al 1312001130013E 1312[31311 60: 01101313:131313011 01313131 0013011 0110013 sr nn nnrr nrrnnrr nn nnrr nrTnnrr, nn nnrT S 11®K 1111 1111 1313000' 1313131313.. [30 [3[3Q SEEM 000012 00 000 00131313 13013131 IM®®� 2131313[l 00 0130 as 000.001300 1313131311 11 111115K ®®1313a' QQ Qaa 1313131313 00131313 SEE& 111111®13. 000130. 1300131. 1313131311 ■111115' M000Q oQoaQ 1313131313 1313 EMIR' ❑oaoo 13130131:11313131313❑aooa ERNE S11111Q. 000ao oaaoa 000ao 01�05131313131313131313131113130❑�D�Q. ■ffiffiffIii soaoa ❑a000 a0000 0000a 1111■ ®®10011 13130013 [3[1[3[311 { FNM QQQ[30 130'13130 Q[3QQQ 1313.[313[ 1101110111 111101 11®130' 1313131311 131313130 1313131313 1313131312 on I all 11131313 1313131311 13013130 0130001 1313131313'y 0 ISE 4 S[313131:1 013131311 13131301 1313131313 013131313. . 1:10111111 so 0 am an 0 so minis on son 1101110111 111101 on I so son 1 11110 an on on I all on Ron on soll on 1IMIM 5 0 ISE M son no minim ��m min 0 1 on one on NINE 01111111111 on son 11111111 ""i I is 1 0 on Eli 0 1 ro ■ ■■■ ■■ ■■■■Mtn Mines■ ■■■ Simon min ■ ■■■ 3331■ 3333. .. ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ ■s ■■e ■■ ■o■ on ■■s 3133 ■......■.. .......... 1111 .■ ■■■ .■ ■■■ .. ■.. 3331■ 3333 0102210111 33330 3333. .1 . ■ .. ■ ■■■ ■■ ■■s E1 so ■■■ ■ mini 13■ ■■ Elwin 000 ooa 00x0 a0a ooe 000 000 0000 MONO Now MOON M ME ,..00000000000............... ,.0000000000000.............. ,000000000000000...MONO MONO .. ,000000000000000...MONO MOON .. INN MMMMME3MMMME3MMMmMmMmmmmMMmm immmmmmummommommmmmmmmmmmmmmo gee-:e.000000�::::::::::::::: CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form SPEED LIMIT CHANGE No Street: Yorba Street Location: Jacaranda Ave-Ama anset Wy No. 116 Field Review By: RSM Checked By: Josh McDonald Time:1:34pm-1:59pm A: PREVAILING SPEED DATA Location of Survey S/O Parker Date of Radar Sample 3/8/2004 85th Percentile (mph) 43 10 mph Pace (mph) 35-44 Percent in Pace 70 Posted Limit (mph) 35 B.. ACCIDENT HISTORY Time Period Covered (months) 36 Speed Related Accidents 0 Speed Related Accident Rate Annual (Acc/year) 0.00 Accidents/MVM 0.00 C .TRAFFIC FA Average Daily Traffic 6,402 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Stop (flashing beacon)-Amaganset Crosswalks At Amaganset, school crosswalk Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) D R OADWA 'Y FACTOR S Length of Segment (Miles) 0.35 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Light E: ADJACENT 'LAN D USES Residential (non�frontig} RECOMMENDED SPEED LIMIT 35 MPH SPEED LIMIT CHANGE No � 1107 SPEED ZONE SU 70�A/ 0� �140. - CI'T'YU�E V.%MCN (Sr. NAM CLOD PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN ��M_w L MS (M) a �✓ :vs ar ROAD' SLWAC R OTHER t ...C-C'TiON NB S8 ®W8(EXPLAIN IF OTHER � OVATION POINT ! o ,¢,z ROAD coNomoN� FAIR- Poon P413TED SPEED LINNR ALSO NOTE IF SCHOOLS, PARKS, ON4TREET PARKING, HEAVILY USED DRWYS, L f E OF OBSERVATIONS el PEDESTRIJANS NONE LOW MEDIUM HIGH I vvv E OF OBSERVATIONS: DATA COLLECTION l."341 -7o - 1; 5 7 08STRUcnm AFFECTING SPEED AS: TREES. SHRUBS BLOCQNG VISABIUM HILLS. CURVES: TRAVEL TO SITE 2j4 ^r ROADWAY SEGMENT LENGTH , �? 5 MILES SEGMENT LENGTH, ETC. : Ar (BTN LIMITS) TOTAL NUMBER OF LANES (THIS DIRECTION) comm NTS /e (OPPOSITE DIRECTION) Z. TOTAL BOTH DIRECTIONS cw �* Iz , STREET WIDTH CURB TO CURB (FT) 'Or DATA COLLECTION OD _MM OEVELOPEWfIMESTDE INDUSTRIAL COMMERCIAL -` 1ECTION , •DIRECTION , _ • COAABINED TOTAL TOTAL € TOTAL 20 (30131313 013000 013131311 00131313 1113 1113 130131313 00131313 00131313 1313 111313 0013131 i 21 (30131313 0001313. 110 0130 (30111313 13013001113131313 131313130- 1113131313 13013130 1113 01313 22 (3001313 (30 aaa (30 01313 (30 aaa (30 13130 00130 01301312 00 aaa 01313130 1313131311 23 0013013 (30 aaa 013111313- 013aaa: (30 aaa. o aaa. 131313130. -130 013[1 00 aaa 013aaa s - 24 00 0131: 1313131312 13130313 1312131311 12131313111213131311_013131211 1313111312 as aaa 1213 [313[1 130 aaa: . 25 110 01313 01300[11 131301311 0131302 130 0011 Y 13131311 13130011 00130[1 13130011 001313 26 13130013 131301311 1313131313 13013130 130 aaa 0 0130 001302.13131313D 130 0131 00131311_ t _ ZT 00 aaa (30 aaa 110113012 131313130 1313013 o 13132. 1311131313 1313131311, 013131313 1313 [a 28 1§0 aaa 00111312 01100[1 013 aaa 0131313[1 a aaa 00 aaa- 13[3[3[3[1. 13013012 00 aaa 29 019-131311 00 aaa 13131313131313131313as 01313' 13131313121313131312a e�__ aaa 00 aaa. (313131312' 00 aaa 1313131312 = . 30' ®19000 011000 0130012 0[10011 00 002 1 M13131311 0111300' 0130011 13[101313 00131311 A 31 10 [3[312 [30 aaa (30 0012 00 000 00 000 �E1313130. 1313131313- 111313112 1313000 00130[1 3 2 019000 110 aaa 130 aaa (3a 13130 1313013 a 130131312 00 aaa 001113[. 0000[1 00130[1 _ 33 110111312 00 0130 (30 aaa 131301313 1311 131311 s 0 11011 1313131313. (301313[1 1313 13131313[a as 00a� 34 ®1 aaa [1[2[1[3[3- 0130131213131313121313131312130 aaa = S 1013. 00 0131 1301301a 1313 [313[1 as 013[1 35 ®130013 00000* 013000 013.01313 (313111312. s 011®0* 000017' 013aaa 1313 000 00131313 36 1313131111 130 aaa 0 13 01313 0 0 130 13® aaa 00 aaa 131113130 131313130 01313012 3T 01111313 "6 000130' 1312111313 130 aaa 01311130 3 NOM00 00000 000012 [30 01313 13131300' 38.1[® E®E ■0 aaa 0001313 0000D 1111111113' 6 ME Elly. ®01302 (30 aaa 1313000 1313131312 6 39 113 ®ms so 0.00 [30 131313 111111130. 1313131312 NEVER 1313131312 1113013[1 1313121313 131131312. 5 40 M®Mjw 01301312 (30 aaa 1313131313 1113 13[1 3 SIMSE10 013013[1 1311311_ as 0011 as 0011 41 ■off®o ®0 [113[1 [3[3 0[312 00 000 000[304-____ ®®®0 13130001 013aaa 130 000- 00 0131 o 47- 00 aaa (3[1[][3[3' 00 aaa 00 aaa 13130013 _E ®SIN: 611000* (313131312 131313130 1113131311 F 4 43 600013 0001311 [30 131111 013000 000110 3S E130 130131313 1111111313 131300[ 13130012.A- 44. 00 0213 01301313. 1313131311 1313aaa 313131312. S.00 1313131312 (313131312. 1313000 1301300' 45 013131311 00 aaa 1113131313'. 131301311 0013[1[1 1313131311 1313131313- 1313131312. [103131 013 aaa. 4 46 1130013.0[3 aaa 0000[l 00 001' 000 a 1300.' 00*00a�' 00 0013.00 000 00 ❑aa 4 4r S0 000, 00 [3[3[100 [3013 0130013 0000a a aaa: 013 01u 111313130: 01313013 1313131311 48 0[3.000 [3[3[1[3[1[3[3[1[3[1 [1013131 1301302 13[2[31312- 3 10[313.• 00 13112 0013012 000132.013.000 T 1 49 M130012 1300012 (31213313 131313131:r 1312131311 o 13131312 1313131312 00 aaa as 00111 001313[ 50. 013013121313.1113[1 OIs 0131 130 0013. 0013131 0 13131311 00131312 131313012. 00 [313[1 013131311. 51 [30001 [313111112 013000- 13121313C[ 1313 00Q 0 110130[l 00*0aa. 013 1302 012aaa• 130 013 52. 013131313- 11[3 131112 130 0[31: 1313 131313131:1 as 013[1 S 1313[1 013131311 1213131312 13130132. as 1313[1 y - 5� 013.0013 ' 013131311 [3131313[1 131:11313a 013 013[1 01:11313131:1 1313131312 : 1313131312' � as 1313[1013 133[1 o13 0013 1112111311 013 131311 01201111 13131131 11 = 13111311- 1311 0013 1313131311 1213131312. 000311 55 00131311 13111313C[ 13[11313[ 00013Q 13313011 5% 1313131311 [3[11313[1- 01301311 1313131311 111131311 Sr aaaaa [3[10011. [313131311 [300011 1311131311 1% 131313131101300r2 013133[1' 0[10131 0aI1302 59 [313.13011130131311 131131311 aaaaa 13120011. 11110511010tal Iasi 11 110106010131ILM a I a 011111M slots -1 offos a !m I son Elm on on 1111111111mus III son 1 0 MINES -NINE I oil minion I 111,01 1:1 2 slots Blow I I m a NMMMMMMMMMMIMMMMMM MONO M mom Now mom MMMOMMME mom OWN NON NIMMOMMMMMMMIMMMMMMMMMMMMMMMME NIMMMMMMMIMMMMIMMMMMMMMMMMMMMME NIMMMMMMMMMMMMMMMMMMMMMMMMMME NIMMMMMMIMMMMMEIMMMMMMMMMMMMMME NIMMMMMMIMMMMMIMMMMMMMMMMMMMMME ■MMIMMMMIMM MIMMMMMMMMMMMMMMMM■ ■mMmMmmmmmmmmMMMMMMMMMMMMMM■ ■©MMUMMI■MMMIMMMMMMMMMMMMMMMM■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form ..:..:.::ACTORS . C._ TRAFFIC F _ Street: Yorba Street Location: Ama anset W -Irvine Blvd No. 117 Average Daily Traffic Field Review By: RSM Checked By: Josh McDonald Time: 1:00pm- :2 pm A: PREVAILING SPEED DATA Lane Configuration Location of Survey 4 Lanes Total -Double Yellow Line N/O Irvine Blvd. Traffic Controls Date of Radar Sample Signal at Irvine; Stop at Amaganset 3/8/2004 Crosswalks 85th Percentile (mph) At Irvine/Amaganset 38 Pedestrian/Bicycles 10 mph Pace (mph) Yes/Yes 32-41 Truck Traffic Percent in Pace Yes 80 On -Street Parking Posted Limit (mph) Yes 35 :.. ACCIDENT.HISTO Time Period Covered (months) D.,ROADWAY FACTORAN 36 Length of Segment (Miles) Speed Related Accidents 0.15 2 Vertical Curve Speed Related Accident Rate None Horizontal Curve Annual (Acc/year) 0.67 Accidents/MVM 1.90 Good ..:..:.::ACTORS . C._ TRAFFIC F _ F _. . :. :: :..::.. ,......:. -:.: .?....... Average Daily Traffic 61402 Lane Configuration 4 Lanes Total -Double Yellow Line Traffic Controls Signal at Irvine; Stop at Amaganset Crosswalks At Irvine/Amaganset Pedestrian/Bicycles Yes/Yes Truck Traffic Yes On -Street Parking Yes Other (Specify) D.,ROADWAY FACTORAN Length of Segment (Miles) 0.15 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/No Street Lighting Yes Driveway Density N/A E ADJACENT LAND USES . n Vial non-frontrn Reside t ( 9) RECOMMENDED SPEED LIMIT 35 MPH CDCCn I IRAIT f`14AN("-%1= No .r 25. -1313131313 131313011 13130130 00 00cr 00 0011 26. 00000 00000. 1111111313- 1311000 00 000' 2T 110 aaa. 00131311 1311111113. 1313111313 131301313 2& jej.aoQ 00.0012 1313131311 1313111313 1311131313 4 29.50 0011 13[3[3[3[2* 0001313 130,13130, 1313131313' 3 30. ®8141013. 013000 P ZONE -SURVEY S EEi� Z � I k- -5 �; At 131311013- 31 @[3[3[3[] 00 aaa OBSERVER: - cmr [1[3[1[3[:[ 32 1110.000 13130131:1 1313111313 ' LOCATION (Sr. NAME) o 4 0130011 3 33- ®® 110[1 000[3[1' WEATHER: ANNIfff CLOUDY PARTLY CLOUDY MOSTLY CLOUDY FOG RAIN UM[TS (gam rcI I - z 34 11*000 1311111312 ROAD SURFACE&OF OR OTHER DIREMONJW EB Wff 130 01313 $ 35 ®® NEff M■ 3013 (EXPLAIN IF OTHER) OBSERVATION POINT N % D 457 i3 131111130 ROAD CONDITION n19b FAIR POOR PASTED SPEED LIMIrr MPH 00 aaa 00 aaa ALSO NOTE IF SCHOOLS, PARKS, ON4TREET PARKING, HEAVILY USED DRWYS, DATE OF OBSERVATIONS A y 1113131113 PEDESTRIANS NONE MEDIUM HIGH TIME OF OBSERVATIONS: DATA COLLECTION ' a -D -?o OBSTRUCTIONS AFFECTING SPEED AS: TREES, SHRUBS BLOCQNG VISABIUTY, HILLS. CURVES. TRAVEL TO SITE 13001113 /te r ROADWAY SEGMENT LENGTH #4/s MILES SEGMENT LENGTH, ETC. as aaa ill (BTN UMITS) TOTAL 1111 000 00 aaa NUMBER OF LANES (THIS DIRECTION) Z COMMENTS I 170 00[1 1111111313* (OPPOSITE DIRECTION) �. 110131313 QQ QOQ1 00, aaa. TOTAL BOTH DIRECTIONS 'y 13110131112011013 STREET WIDTH CURB TO CURB (FT). t% 131113130 130 13013 DATA COLLECTION METHOD Tt�L DEVELOPEMENT: R INDUSTRIAL COMMERCIAL DIRECTION ;DIRECTION s� r COMBINED TOTAL TOTAL TOTAL 20 00111313 00 0011 00 01313 001300 1113131312 a 000 00000 00 000 00 000 00 01311 21 00 aaa 00 aaa 110 aaa 130 aaa o0 aaa a aaa 00 aaa 00 aaa00 aaa 1313131313131313131322 00 aaa 00131111 00 aaa 00 aaa 00*0013 0 aaa 110 aaa 00 aaa 130 13130 00 001 = 23 00 aaa 0001313 1113131312' 1313131313 110111313 17113 aaa 013 QaQ 130131313 1313131313 00 aaa 24 1312131311 00 aaa 1311131312- 1313131312 130131313 013131311 01.131311 13131313G. 130 aaa 131113130, 25. -1313131313 131313011 13130130 00 00cr 00 0011 26. 00000 00000. 1111111313- 1311000 00 000' 2T 110 aaa. 00131311 1311111113. 1313111313 131301313 2& jej.aoQ 00.0012 1313131311 1313111313 1311131313 4 29.50 0011 13[3[3[3[2* 0001313 130,13130, 1313131313' 3 30. ®8141013. 013000 0110011 0013011 131311013- 31 @[3[3[3[] 00 aaa [3[3'[3[3[1 110 aaa [1[3[1[3[:[ 32 1110.000 13130131:1 1313111313 ' 00 0011 0130011 3 33- ®® 110[1 000[3[1' 00 0012 011 000 111311131:1 z 34 11*000 1311111312 1313131312 13.13131311 130 01313 $ 35 ®® NEff M■ 3013 00 aaa 1313000 131111130 s 36 jj§®E■r 00 0011 00 aaa 00 aaa 00 aaa 3T ®®®®t 0001313 110 aaa 00 aaa 1113131113 5 38 @® ®®ef 00131311 1313131313 00 aaa 13001113 + 39 ®M ®Na 00 000 Qa aaa as aaa o0 aaa z 40 ■® aaa 000130- 00 aaa 1111 000 00 aaa 0- 41 001100 00 [100 1313000, 170 00[1 1111111313* e 42- 1313131313 0110130, 110131313 QQ QOQ1 00, aaa. 4 43 ®0 001100 000. 13110131112011013 110111311 44- QCl aaa. 00 aaa 131113130 130 13013 [113131313' 45 0130130, Qa0013: 013131311 1100110 0013011 4 46 ®11 QQQ .1313aaa 11013011 1113131313 1313111311 47 00 1100 00 0011 00 aaa 00 QQQ 00 000 48 0000[l 00001:1 0110013 00 aaa 00000. 4 49 ®0111311 00013t7 Qa 013a' Qa00a. Qa aaa. 50 0130011 00000 000011 011 GDG 110 aaa 51 01200a. 00000 00130x1 00.000. 00 aaa 52- 0000[j. 0[10130. 110 aaa 00000' 0000a. 53-. 13[100[[0000G. 00 aaa as 0011 011 a0Q 54 000012 000011 011000 QQQQa 00.0011 5501200rr 00aac1 0110011 13aaatl aaQaa 58; 00 01311 0Qo13Q 013 aaa: 00 aaQ 00 0011 5T 0000[1- 00 o13Q 00 a0Q 00 a0Q 0000[r _ 58 0000Q 000017 0000[r 01300[l 012a017 59 00 [3[3[1 1300011 00 0011 01200Q 00.0011 4 1113013' 011aaa 01111130.131301311 00 0110.A 13131300- 0 000 1313131313- 1313131313" 00 000 1313131312 1113131313 1313131313 131313130- 131313130. 1313131313 4 512131311 110 aaa 1313131313 0013012 1313131312 111QQa 131213130 013000 01313011 121113aa: ®M 000' 00000' 000011 00 0110.A 00 00a 10 00000 00000 00000 00 000 00 000 11011130 1313131311 13131300 1313131313 00000- -9 ®10®1111 ®911110 1313131313 131313130 00 aaa 5 13011130 1313131313, 131313130. as Q0Q 6 11111 ®®IN 11100011 0000,12 as 000 as aaa $ ®� ®�� ®®�0a 001300 Qa 0aa as Qaa A- NEE®0. 00 aaa 0000[l 0000[l 00000 $11 ■ 09 E91100. 00000 00000' 00000. s� E ■ EM 000011 00000 013000. 0130011 2 0 000 013000 00000' 011 a13Q 00111311 3 �� �a0 Qa 1100 00 aaa 00 000:as aQa MODOG 00000 000013 000012"00 aaa: M10009. 00000. 000013 00000. 00000 EQ aaa' 00 0011 00 QQQ- 00 OOEI 00 00!7 0 go I on 011110111 Niels ETSM, i a 0 1 0 Non solos MOONS RONNIE Nelson so Elm min mom No mom a 0 1 a 0 0111111111111111 Noon 0 No I on on 1111,111 InIn In on mom ■Ionian ■■■ ■■ Ellin ■oto min ■ min ■■ ■■■■ .■ Miami ■ ■■■ .■ ■■. ■■ 101010■■■ ■ ■■■ ■■■■■ ■■■■■ ■■■■ ■■ .■.■■ .■ ■■■ .■ ■■■ .■■■ ■■■■ ..... ..... ....11111110111111011111 19 ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ • ■■ ■■■ ■■ ■■Mani ■ ■■■ ■■ ■■■ ■■ ■I■■ ■■ ■■Mani mill ■■ ■■ ■■■ ■■ ■s■ ■e ■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIII O N E IMMMMMMMMMMMMMMMMMM WON mom NONE IMM m m m m MM M©MM MM MO M M EIM M 0 MONO No IM © m© ©© © Ei ©© m m m m m m m m m m m m m m m m m m lMMMMMMMMMMMMMMMMMMmMMMMMMMMm lMMMMMMMMlMlMMMMMMMMMMMMMMMMMMm lMmMMMMMlMmMMMMMMMMMMMMMMMMMMm IMINMMMMMMMIMMMMMMMMMMMMMMMMMMN IMMMMMMMMMMMMMMMMMMM MONO Now No 1MM M MMMM©MMMMMMMM M M M MONO EIM M IN■ CITY OF TUSTIN ENGINEERING TRAFFIC SURVEY (CVC SEC. 627) Field Review Form Street: Yorba Street Location: Irvine Blvd -First St No. 118 Field Review By: RSM Checked By: Josh McDonald Time: 9:20am-10:07am A PREVAILING SPEED DATA Location of Survey Mid Point Date of Radar Sample 3/8/2004 85th Percentile (mph) 34 10 mph Pace (mph) 27-36 Percent in Pace 85 Posted Limit (mph) 30 B ACCIDENT HIS ORY Time Period Covered (months) 36 Speed Related Accidents 3 Speed Related Accident Rate Annual (Acc/year) 1.00 Accidents/MVM 1.97 :..ORS .C:..,TRAFFI _F C ACT Average Daily Traffic 99274 Lane Configuration 4 Lanes Total -Painted Median Traffic Controls Signal at Irvine and First Crosswalks At Irvine and First Pedestrian/Bicycles Few/Few Truck Traffic Yes On -Street Parking No stopping any time Other (Specify) CORS D: ROADWAY FAT Length of Segment (Miles) 0.15 Vertical Curve None Horizontal Curve None Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting Yes Driveway Density Medium E: ADJACENT LAND USES Business.. 'ommerdal RECOMMENDED SPEED LIMIT 30 MPH SPEED LIMIT CHANGE No Z SPEED ZONE SURVEY . 1� QTY DY PARTLY CLOUDY MIOS'?LY CLOUDY POG RAIN WEATHER. OU . 15"mON (ST. NAIL) Ld s ROAD SURFA OTHER' .1 (EXR►IN IFOTHER) )b..:Cll ® WB- ROAD CDNOtT10N G FAIR POOR' - �BSERVATION POINT ALSO NOTE IF SCHOOLS. PARKS. ON-STRET PARKING, HE�IVILY USED DRQ► Pt -TM SPEED UMIIT Jtgn MPH,f• PEDESTRIANMEDIUM HIGH a = OF OBSERVATIONS - i� oesTRucNAnNG sP� AsTREEsHaues e.•ocaNG vIsAeitm. HausCURvvEs. TniOFOBSERVATONS. DATA Cp�CT0N ► 1S . TRAVEL TO SITE It A fy ROADWAY SEGMENT LENGTFf- - SEGMENT LENGTH, ETC• '`t �`�(BTN UNITS) NUMBER OF LANES (THIS DIRECTION) 'Mt--- TOTAL(OPPOSITE DIRECTION) 2 - COMMENTS A Ar - r.-.5 , r C SS �� ���� s" � � C � TOTAL BOTH OIRECTiONS -y- 4 � - . STREET MOTH CURB TO CURB (FT) 9'C-: T DATA COLLECTION METHOD DEVELOPEMENr. RESIDENTIAL INDUSTRIAL <=C1391E=M AJ, A 1; COUMN® 'OTAL 20 00000 00000 21 00 aaa oa Daa �..._._ Z2 11001313 Da aaa 23 60131111 Da aaa 0 24- aaaaa aaaaa 001101011 smisim WE smimisis 0 alsol Mon no 0 01001 loin on milli 21 25 BR 1300: 00 0012 00131311 - �... 26 W0013 130000 00000' 1313131311. 1313131317 00000 00000 - 27 ®E V®a 013aaa - 28. EVEN®:, EI 1[312 013 aaa. 00.1300 131313130' 131301313 131313011 00 aaa A6 29 Sig Ell EE®Eia 11IR1E 113131312 aaaaa. 5 MENEs- -®ES®� �� 31 �®E®E SE EES EEEEE- ®E ®®� 01313013. 001301. 113 aaa 00131313 49 3Z INNER ammon . 33 BE WE& E® 0013. EVEN (313131313' SE Q®a 1313000 . [10 0013 1313000 ro 34- 1@ 0100130. 131313131:1 1313013 aaaaa 35 ®IFEEIF ®E ®®a 36 EOaa 131313130131313130 © 000013. 0001313 00 01313 130 aaa 1313131113. 1313131111 -^z 37 ME aaa [30 0013 -Z 38 59000 [10000 013000 0130013 Da aaa' 0130013 013111313- aaaaa 39 00 0013 [10 01313 113 1300 (:1[2[1[113 01301311 TOTAL 01313131 0000,0000a 131100a- 1312[3[3[1 . ❑0 aaa 013 aaa � aaa. aa aaa. 0 0 aaa 00 aaa BE aaa 00 aaa. Da 131312 013 131312 131313130- 00000 (313 0013 1313131311 Daaaa 13013013 00001: 13(3131311. 0001313 0013131 00 aaa 13120012 13130017 W13131311. 01313131 00131311 131100a- 1312[3[3[1 4 ®0 000 00000 1313131313 130131311 Da aaa 6 MEN W13131313 [3[3[1[3[:l Da aaa 000011 MO ®SIN as 131313 1313131311 0001311 45 jimmalff MEMOIR SEEMS 000130 13130012 40 00 01313 13130013. 113 aaa [313131312[313131312 00 aaa _ 41 1[3[3[3[3'. 013 aaa 113 aaa. 001111 1130013 4 42 N001311-000013 00000 1130130 000013 43 MD aaa [313 13130 [30 131311 00000 013 aaa 44113aaa 113Q00* 1313131311 [3131-3 1011. [313aaa 45 [313 131311 00 0[311* 113aaa 131301311 013131311 46 11010 . 131101313. 013 000: 00 0011 0130013_ 47' 113 aaa * 1313[31311* 13120012 1313131311 00 0013 48 1[ 13131. [31313131L Da aaa [3[3[301:[ [3001313. • 491013131113aaa . aaaaa. 00 aaa Da aaa 50 11311311 01301311 001301.113aaa [3[1[313U- 51 aD13Q51 0131301. Da 0011 0130013. 130 131311 0001311 52 00 00[1 113 aaa 1313 aaa. 00130100 0113.. 53 aaaaa 00 0113 000011 013001 01300x: 54-130 aaa Da aaa aaaaa aaaaa aaaaa 55 0100[ aaaaa 1111201 0110011- 01311313. 56, as aaa 00 aaa 0013aQ, 013 ooa 0[.101 57-10011 aaaaa 00001 aaaaa aaaaa 58 aaaaa 0110101301313 13113013 aaaaa 59- 013 E31311 aaaaa aaaaa aaaaa aaaaa as aaa ba[313a E E®lt 01313aa 0000[l 13131313C[ 1311 [311 j NINE Em ®aa 00001a 00000 00 0113 MEMO. SE EDU 0000a 130 aaa 00 aa[r o®®iff IN EEE. 1010§1313 aaaaa. aaaaa A Molt EM.EEIt. 013131312 130 aaa- 00131311 4 IM IRSK 1313 aaa 013 aaa 01313013. 00 00 jE ®a: p0 00aaaa aa 000013 1313131311 111500 0130130 0013011 00131312 00013a 10 800 013131313 130131312 013aaa. 00 aaa aS 131313 131313131313[aDa aaa 131313131:1 130 aaa 19111311 aaaaa 113 13011 aaaaa aaaaa 1013130 013131311 013131312' 00 aaa 013aaa 3000[l 131313131a 013aaa 00131312 013131312 30 aaa [30 131313 013 aaa. 13130011 Da aaa 3001313' [0 00:1 1313131312 130131311 0130011 1 30 001 000011 0110013. 0000110130 1313 1131131 00 aaa 0013011 00 0011 0130011 30 00[1 113 ate. 000011 00aaa 00 aaa �0 0131 as aaa 0000a -0130011 013001 sa13131 [10 01311 000131L [3[100[1.- aaaaa Q0100a 10001 aaaaa aaaaa aaaaa 000011. 0000a oo DDa* 00 aaa 0[113011.. 113001' 00 aaa 0013011 000011 1313aaa: 01111.001313[. 000011- QD DDQ aaaaa 13[1[301..0[10131. aaaaa. aaaaa. aaaaa: �111.1313Q aaaaa 13111301 aaaaa 131213131 13a.D1311 aaaaa. 000131L as aaa 0113131 ,131313131 aaaaa aaaaa aaaaa 1313001 .13131121 aaaaa aaaaa aaaaa 013 OM .1313131313 aaaaa 131131313 aaaaa aaa[QE :13II1aa 1311131311 13EI13 01301311 [311M11 TOTAL. IIIIIIIIIIIIIIIIIIIIIIIIIIII MMMMMmmMMMwwwwMMMMMMMMMMMMMm MMMMMMmMMMwwwwMMMMMMmMMMMMMm mmmmmmmmmmommummmmmm000mmmmo MMMMMMmMMMmwwwMMMMMMMMMMMMMm MMMMMMmMMMwmwwMMMMMMMMMMMMMm MMMMMMmMMMwwmmMMMMMMMMMMMMMm MMMMMMMwMMwmwmMMMMMMMMMMMMMm No OEM MENNEN mommmmmoommommummmmmmmmmmmmm mommommommummoommmmmmMMMMMME mmmmmmmummummommommmmmmmmmmo mmmmmmmummummummummmmMMMMMME ����0�00000�00000����������■ MMIMINMMMMM©MMMI©MMMMMMMMMMMMM■ MMIMMMMMMM©MMM©MMMMMMMMMM MMN MMIMMIMMMMM©MININ©M MM M M M M M MM MM Mi M MM M MMMM©©M MMl®©r M M M M M MMMM MM ■ MMM M MM MM©©MMMl©©M MM M M M M M M M M M■ mmmmmmmm©©©©mmummmmmmMMMMMM■ MMM M MMMM©©©©Ml©©MMM M MMMM M MM M■ m mm m mm©m©©©©m©©©mm m !m M M M MM ME CITY OF TUSTIN e Location of Survey 1192 First St. Date of Radar Sample 9/8/2004 85th Percentile (mph) IN 36 10 mph Pace (mph) P 28-37 Percent in Pace 79 Posted Limit (mph) 25 E ACCIDENT HIST RY. Time Period Covered (months) 36 Speed Related Accidents P 5 speed Related Accident Rate Annual (Acc/year) 1.67 , Accidents/MVM 2.02 C. TRAFFIC FACTORS Dail Traffic Average Y 4,521 • 4 Lanes Total -Double Yellow Line Lane Configuration ' at Newport,. stop at Charloma, White Sand, Red Hill Signal Traffic Controls At Stops and Signal Crosswalks Pedestrian/Bicycles Few/Few ruck Traffic Few On -Street Parking Yes Other (Specify) D� ROADWA'Y `FACTO n th of Segment (Miles) Leg 9 0.5 Vertical Curve None Horizontal Curve Slight "S" curve Lateral Visibility Good Surface Condition Good Sidewalk/Driveways Yes/Yes Street Lighting 9 Good Driveway Density Light E ADJACENT LAND USE S Business, residential RECOMMENDED SPEED LIMIT 30 MPH M111111111111 M a ■■■ ■■ ■■■ OMNI ■■ ■■■ NJ ■■ OMNI ■■ ■■■ ■ ■ Niguel ■■ ■ ■■■ INISIMIN■ ■■ ■■■ -,Isa■ ■■ MINIM MINIM 0 o ,. -�■ ■■■ 0 ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ �� ■■ slats ■■ ■■■ ■■ ■■■ I■■■ ■■ ■■■ �., ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■ ■■■ �,■ ■■■ MINIM MIN ■I■ ■■■ ■■ ■■■ ■■ ■■■ ■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■■■■ a ■■■ ■■ ■■■ 01510210 ■■ ■■■ ' .: ■■ ■■■ 0 ■■■ !loom a 0 ■■ ■■■ a 01 NINE munisla MININEIR so in - 1 .] ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ,- ,: ■ No a MINIM ■■ ■■■ ■■ ■■■ • ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ ■210 MIMI ■■ ■■■ ■■ Simla ■■ ■■■ ■ ■■ ■■lo ■■■ ■■ ■■■ ■■ ■■■ ■■ one ■■ ■■■ :■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ ►lii��iL�l� ►r�71 ■MIM a■ ■■■ 01010 MIN ■■ MINIM ■■ ■■■ -,Isa■ ■■ MINIM MINIM 0 o a■■ ■■ ■■■ union■ ■■ ■■■ Oslo I a a no ■■■ solutes ■■ ■■■ ■■ minim Nelson ■■ ■■o ■■ ■■■ ■■■■■ ■■■■■ ■■■■I■ ■owns ■soon ■■■■ ■■■■■ ■1■■■i■ ■■■■■ ■■■■■ • ■■ ■■■ ■■ ■■■ ■■ ■■■ ■■ ■■■ noggin ■■ ■■■ ■ min ■oasis a 01 a ■■I■ ■■ ■■■ ■■ MINIM ■■ ■■NEWS ■■■ ■■ ■■■ ■■ ■■■1 ' ■■ ■■■ ■1■ ■■■ ■■ ■■■ ■■ ■■■ ■■ wool IN minis Riot ■■■ ■ MINI ■■ al NJ NJ ■I■ ■210 MIMI Einstein MINIM Nin MINIM ■■ s 01@111001012■■ goals■ Nis MIN NIS MINIM MIN ■ mines 1■■■■I x anoints ■ ■ 01010 ■ ■ ■ ■I■ ■ ■ ■ ■1■ ■ ■ ■ ■ ■I ■ ■ @101011001 MINIM ■1■i■ ■I■ ■ ■ ■ ■I■ ■I■ ■ ■ ■' ■I■ ■1■ ■ al■1■1■I■ ■I■ ■ ■I■ ■ ■ ■I■I■ ■i■ ■1■1■ �• ■1at■lal■ ■1■ ■ ■1■ ■I■1■I■i■ ■1■ ■1■I■ ■I■ ■ ■1■ 310101010401M ■ ■1■ ■1■i■1■1■ ■ ■ MINI■ 510111111111111 110■1■1■ ■ ■ ■ ■I■ 510131015 ■t■ ■ ■i■ ■t■ ■lal■ ■I■ 15104010 ■ ■1■ ■I■ ■ ■t■ ■i■ ■i■1■ ■i■ ■1■1■ ■1■ 11111110201 1 sMINI■ ■1■ IMINIM 20 ■ ■101■ ■I■ ■ ■1l AM1010do two mini■ ■1■ ■1■i■ ■1 of Mi ■lc ■tMIMI■1N APPENDIX "COLLISION RATES" (D •3 .,_, > LO Li) O L) O LO O Ltd O Ln O L1) LO O O LO CA O O Ln Ln LO O U-) O LO M O O o 14' qq qq O C +-'a s O M M M 'Cfi M M d- N N M M M M N N N � � U • U Q Q 'E3 Eif C O O O 000 V- M O N V- 000 � LO COO O M ti O CO U O O O M M O O O O O r- • U UQQ o `.- o C O N O r- O N O LO O LO O r- Ln O M Ul N Ln I` O M Ln N O M O O O O Ln O Q. O Q J CD co N LO M I�- N I` I` I` 00 w M M r- O O O LO CO d^ m m N CN _ _ Q Q 0 M � LO CO co co co M m co CO - O N O Ln N 00 N N U C: L O ,_ 4 t0 .CZ .N O O O Ce) ti O �- N r- O N LLQ O 0 U Q C-) _ � 2 � a� Q �, a :3 4-1 o o c cc c a o 0 a) 0 N N N > O > > O > U Q .� Q o a �, Q< Q O Q mC:•� = c •E o •� Y o = ca c: o ti m V- > 0 -� 2 .� C U) 4�0 E �•- 0 0O H �- F- E- F- F- �- F- F- F- F- F- E•- �-- �-- F- N CO C: CO O N � O :3 N c m N C > Om C: C O N NO O > > > >> of>QQ 0l)O Cl) cnCD QE NNE `C TT�O v 0 — �O CC: O 75D � i Nd 75� cu _ LL 0 � Z O O Z co W O LL m Ln � r U) w o "t o Q Q N N N O N O Q m Q N =3 Q =3 Q Q :3 =3N N E Z (n C > =3 : :3 :3 O w ; C Q C Q C C Q Q 1 Q Q A�` A > /�� W > A�A`` W > /CA�` W > /�^�` ^�^`` W W > > Cl) > > Q > < > > Q 4• Q Q �i Q Q Q Q Q Q .0 Q < (LDc C C C C C C: � .� Q O Qi O Q Q O O U U U a ri M M M M s N 'a ;a Q) Q W U U) 2 qe t� M O O O M M M M O O O O O O) d) CO O 4-0 O O M M M M M M M M M M M 4 M d' t0 v (!1 • V Q Q N ♦.. O CO d' 'T- d' CO d7 O M 00 U-) Ulm M UI O O O O O U) CO M M CO d' N �- O O M M M O N O O �- Cc Q �- o N OM r- O Lo U") N O M Oo N N O LO N O M LO N O O T- co LO O co O M cm 0 t1, C E O O O O O O O O O O O O O O O O O O O U) LO M 0 O O CD (0 w0 CO CO � CD O O �" O O N O Cfl N LO 0 N � M co O C4 O N C�1 000 I- N 000 ti O C6 06 Ld Q L6 t` 00 r,%: (6 CO M N M V CT) O S3 ,tA N M t` M 00 M �' M N N r- O O `- M N r - . O �C3 0 0 cu : a) 0 � ca cu o c '� c O c � cu 0 0 0 > O W > a) c O o> > > > o Q Q Q a) O cu Q > o > m Q Q Q _ 'c Q Q -� Q E rn a) o U c O c O O w O O E Cca 0 O � O c c O N0- CU Q. CL Q. Z W W U Z Z a. z U M C O O O O O O O O O O O O O O O O O O �- �- � F-• F -cu JP9O (L) =3 cu M O c O O N � O -0 Z c C J N a) > � > •� 0 > U a) Q Q v O c0 > U Q m > Q Q � O +r C N Qcu (D U cncn E c LO .O Q = '� O c W Q. a - U >' >- F- c U c 3: co 3 ami — o v p ° o op Z p� W Z aD 0 0 a� a) a) a) a) � � �-. c � ca co o a� -> OC CD �> ; c c > *� 0 4.. � 0 � 0 � 0 0 0 �_ 0� L ///L/�� ��/L/�� Q Q a� W > > W W W m E E E •�_ E �E •E �E VJ VJ �_ Q Q a� a: : aC: +- 00 �+ l) U 11 U 111 U 111 U U 111 111 U I11 U 11� IL IL E � cu IL IL Co cr. 3 c> U) M o O O O O O O O O LOLO O O LO O Lo O Lo O 0 m 0 m 0 m m -a 70 M N N N N N N N N Nm M M M N4 4 4 co � Q N� C- 00 CO d7 r' O 00 CO Lo N U) N M M U) N MOLONOMN co 00 CO O O M LO Lo � ti IT Mom t` M N O O N N N N to X ° C: F, (o r' Lo Co CO Lo 1` N CO U,)0) M M 00 O qt CO U)CO N N ct CO V) LO N O co O Co O V. fl„ N E O O O O O O O O O O r- O O O O O O O O < J N * CO CO M d' M O N Lo � N ON N N N N N N O O CO O� 0 U-) M 0w0 0w0 00 -q-m CD O O M O O `00 Q L M O M ti N CO CO 00 r- 00 P% N O N N LO 0 00 0 C 0 00 O d7 1 N V Q L U . 4 LO � LO Cfl � O O N LO M Iq LOO N ti O r- 00 N r- ti m 'q N U O -a cc �, (D c c �°. o cu�, 0°C Y o Q 0 a) Co L- N O M Q m - (o N E N N0 O 0 -W E .0 cu -•�-+ � cu � 00 L E 3: cn 0 MM� W OC U co m -� CL Z Z c F- F o o o o o o F- o o H 0 0 0 0 0 F— 0 I— 0 H 0 F- 0 E— 0 F-- 0 F-- tU O N -0 mCO 0 Ch += 0 L =3 .L N •E � > Q •L •E (D � r- o Q 0 J cIV > -' o (n> Q Q J U LO E M O G 0 U a� O o � w ° Q. o pp Q U :' c U Q N t o w L 'C C o m E O t� �", _ E a a U L Z =3- W U Z m M H F- O 70 . E -0 OO moo/ N LL 0/ 0/ ��0/ �0 1 I.L LL I.L. ��0/ 0/ LL LL , N N ' > W W W /1 W W A W W W W � VJ VJ VJ VJ VJ �1C� 1CA L W C Q� LN L C O O L L L L O O O O L L �/ c C: C: �_ O O __ CU m cu m E E E E E E E E m m U- U co to N (u co Ri cacu ft cu - U 0 CID .rz Q) a) .: lLl U 2 to 4e W 3 .�. Ln O 0 m In O Ln O 0 O Ln O 0 O 0 O lid M 0 O 0 O In O In O 0 Ln O O 0 In O O 0 0 O O U M co co d' tt M �' �t M M M M M M N � U Q C= t O N O O 0000 O N 00 00 O `q t` N Ln O C0 M CO O O t` � O N O O U N O N r' �- N •v V Q O o O O N O LC) O Ln O � O O ti O CO O Ln O t` O N O M O Ul O O V) Ln Ln N N U N C O O O0 O O O0 O O0 O O6 O O O6 O O ,Q N J tU 00 00 I` Ln O O 00 CO M CO N O cl' d7 O O O C) M O O M Ln 00 M 00 Cfl N N ti M (~' M M N d' O 00 Ln Ln M M a M M I` Ln Ln 'ql N N N N 'f- Y Co C O .Q m .tA N O LO O O O N qq 0V0 M N LO LO CO N O ,;rO � O � U U W c IN t0 a) (DO cc : � � N :3 -0 C cu 0 N � > O Q > OC a > � o > a W N > > a m w > o > W a a 0 a a O �_ Q Q C •� N a N aoi L- }' Q O a •E a� C _ = O C .E C O _ _ O C cu L.. O O c N O m —cu 0 m — U (� N O — m — cu E U cu U- W W m W � --) N E O O O O O O O O O O O O O O O O O F- O O F--- N :3 :3 :3 Z N C C o =3 cuco :3 N N - N a C L N W > > C N C N O LO O> AO�3 > > L a a > >No a CO > a) 0 C > a > > a a C-) � a -0 O - Q C N Q C E N O (6 O O = O Q C � '1 O ,C .� cu V cu cu / 1 EJ m m CL '� cu a (� Q L c O U u- z O m m W V U) w CL O z O O z t� m = LL z H N >_ >_ � N C cu cu � O N C N C N C DRi � N E 'L �� O N O O O N 0 0 N cu � O O O m J J > t0 Q Q oC 0C Q a a a oC oC N }? a� CU N N - Qi N N N N O O- O O O O 0 to Cl)O O N ` U N L L L 13 V U L W- 1+- 40 Q O_ 3 Q Q 3:Z U � Lcu Ri 2 2 S �U-+ S G a� (L)w� Z Z 0 N cu (6 U) ce N --. cv � • C LO LO LO 0 O 0 M 0 O 0 O LO O 0 O 0 O 0 � 0 O 0 O 0 O 0 O O ICT O O ICT O d' O N O N O N d' M M qcj d' d' M 'j q;i qq tet' 'd' N N N N � U Q Q� M 00 N N M O O O � 0 W LO N I` LO � 1�- t- O O 0 0 N I` M 0 M U') O 0 0 d' m 0 LO N :3U C r- O O O O O r- O O r- N O O O O U�Q � o CD CD O LO o M O LO N O N o LO O N Ln r- u N o LO O 'r O M LO LO O O O LO O LO Clfl., c: O O O O O O O CO O O O O O O O O O O O Q N J C/3 * ";T O LO O (0V) LO O ON CO O O ti L C) N CD F-- Q O O O O Lo mImo- O O r-- d- d7 N qq O ONO ONO Q M M u O v ti � � O r. O r- .4;f� O T- N ti M O M O M O M 00 ti N N 00� N C O ,0 .V) (D M N N O r- �- �' N O I� j 00 00 N _ O M m O N tQ N O :3 (0 O N i>> c N N >> a) N N L ^ N V J Co -N ^' v, v' Q L R� L m OC m O N O N C j C E N O N (� N U L •m L E L a.W Q •U - M ?>> f, >1 w M� W I..L O O O O LO O O O O O O O O O O O O O O W► O >' ' N Z N N N � O N > N m c O � U U N C }. > N > N > > O > > Q > Q > m Q Q Q Q L O _ c O (d �L U c c m m w C� Jcm (� O U) Q O L L m L C j c C N O 'V CA m E m 0 CM cn ch c T- �i� 0 -0 E 0 Q. VJ n' m W `V `V ♦ V � > IW W W W W W W W W W W W W m z N.. L� LL L L m < > Q > < > < > < > Q > < > < > > < < > > < < > Q > ai L L L A 1..1.. U - (V C O_ C O C O O p- Cl) O U) tQ U) 0 -0 -a -0 70 � O N N N CD a. a O O O O O ry re rew w w w w W- 4) c B o cc •- F. O U T > Ln LO Ln O O Lid O O O O 0 Ln Ln LIQ 0 LO In 0 Ln N C m O O O Nt � O � �fi' d' � d' M O M M M M O O 4 4 M -0 U M M M N N M N N N N 4 r- M M M M M (n . V Q Co �.+ > �fi' O N M Ln O LO Ln CO M CO M M CD I` O O C Z O O N qr- O O ti 00 T--00 Ln O O IT M O ti O C.) (1) 2 T M Ln r- M O O N O � r- M O O O N r - U v Q c C JO 'Ell O O O cD O M co O O 00 O Ln O O O O O O LO Ln LO - Ln ti CO M Ln N 00 N Ln Ln d' Ln Ln LLQ X o O (� O O CO O O O O O O O O O O O O O O O CO Q O Q �..,_ m O CO w 00 N N � N M N O LO N 00 `d' O M N O ~ 0O Ln M r- M ti O Ln O (0 O N C� N N LO O O M co N 0 00 N Lid Q Ln M N LO co Ln M 0 0 O ti N N O ti N N (N cy Co O '� ( 0� YU) .-. C.) C 0' 0 Co S2 ,U) Cl) � M O N IT M Iq T- Cfl O �- Ln r- O � Lt) T- N LOO N d' M T- LO O N c Z c N c m N > Cu- O = c N M O � c OAC .... 0 o > o > o 'S a a > o > o > a� Q Q rn Q v Q cn rn c > Lr, Q Q Q v Q Q .� v) •c _ - �O }, _ 0 'c -0 O a (Dca C �. cog- 70 Q O O N t0 m O a. 0 0 U t1i E O O O O O O O O O O O O O O O 0 O O 0 F- F- F- cnO =3 =3Z >' N N +.� � = 0 > > UV O j O N > � > cc m Q Q > ♦L,, Q N (p > In U) Q Q Q (� c O = � O 0 0 = �� •o C CU If CoC%) ZIJ = C Q •C 'co OL M O a-0 E t0 U 0 co � L co Z W � Z -� -� m Z O U) O 00 i/) F- N � N � co 0 cv 0 cv 0 m ccs cv 0 0 0 CD C O O O 0 o >_ o o = = .�, > > > > U) Z 0 0 /1 V J / /1 V J � C C � C � W < Q (/� �-+ -W -W C � �� � O gy�m// I.L. gy�m// LL gy�m// LL ��m/ ��m/ ��m/ LL LL LL C � � � � � •� ' m C CC C C C C C 'p C _ 0 co c v O co �U F- O O O ti N O co d' d- N to <C co co c6 C6 Vt U C a .0 �Ucf) Mc 11 Q> -6 a) c cl) a) > Cl)m Q (D OqqT O O O O CU .V _ o cv U1 U V Qa cu N E F -c 0 c H >, 4) co 5 c U) o m m o O N O O r- r- C1 CcU o N Q > a) > w U_ s C C L a) O 2 O M O � r- O O LO O a 111.11.w a O ca Q � O m Q F- O O O ti N O co d' d- N to <C co co c6 C6 Vt U C a .0 �Ucf) Mc 11 Q> -6 a) c cl) a) Cl)m Q -0 c c cu m cmin a) c. _ o cv cu Q V c cu N E F -c 0 H >, 4) co O N o N > Q > a) > w U_ L a) c O 'C � O > ~ ca Q � O m Q Z 0 Q N � M �.O L- m m •O O Na) > U L- Q Q E NJ () N a) N a) N a) +r a) &.j c -j cn Z U) U) cn U) � F— c m 4wo(111)�j L -� to 0 V 1%-ow +.+ O O O O •L LL Q Q N rte, 11 Q APPENDIX C "SURVEY EQUIPMENT" SURVEY EQUIPMENT USED The radar equipment used to collect speed measurements for this survey is a hand-held Road Runner Doppler Radar manufactured by Kustom Electronics, of Chanute, Kansas The calibration of the unit was checked before each series of measurements were taken. Tests of the unit were conducted in accordance with the manufacturer's specifications. The Road Runner Doppler Radar was last calibrated on February 4, 2004 by R.H.F, Inc.