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2017 Engineering & Traffic Survey (Jan. 5, 2017)Engineering and Traffic Survey January 2017 ENGINEERING AND TRAFFIC SURVEY �� "�-1,-�,•���i .•.mom �.� ...,.�.~....�.. I�F'`� J W �' wY�31C. ... '•iY sw ,O/WILLDAN FOR THE CITY OF OF'I� LA QUINTA Prepared by: ,OFWILLDAN Engineering 40/WILLDAN I Y#ending Engineering reach January 5, 2017 Mr. Edward Wimmer, PE Principal Engineer Public Works Department City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 Subject: 2017 Engineering and Traffic Survey Dear Mr. Wimmer: As requested, Willdan has completed an Engineering and Traffic Survey to justify and update the posted speed limits along 53 street segments in the City of La Quinta. These segments were last surveyed in 2007, 2009, and 2011. These segments require an update to comply with the 5 and 7-year limitations set forth in the California Vehicle Code (CVC). We are pleased to submit the enclosed Report that describes the E&T survey procedures and contains recommendations for posted speed limits on the City's arterial and collector street system. A summary of these recommendations is included in the Analysis. 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 in the California Manual on Uniform Traffic Control Devices ( California MUTCD) dated November 2014, and as required by Section 627 of the California Vehicle Code. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement. We appreciate the opportunity to serve the City of La Quinta and the assistance and cooperation afforded to us during the course of this study. Very truly yours, :;;L ,,e� r+ • ^,� ruo. saw Vanessa unoz, P.E., T.E. Traffic E . ineer Enclosure Engineering I Geotechnical I Environmental I Sustainabilily I Financial I Homeland Security 562.908.6200 1 800.499.4484 1 fax: 562.695.2120 1 13191 Crossroads Parkway Ncrth, Suite 405, Industry, CA 91746-3443 1 www.willdan.com TABLE OF CONTENTS Paqe INTRODUCTION.......................................................................................... 1-2 Elements of the Engineering and Traffic Survey ........................................ 2-3 SURVEY CONDITIONS............................................................................... 4 Survey Locations........................................................................................ 4 DataCollection........................................................................................... 4 SpeedData............................................................................................ 4 CollisionData......................................................................................... 5 FieldReview Data.................................................................................. 5 ANALYSIS................................................................................................... 6 Criteria........................................................................................................ 6 Results and Recommendations................................................................. 6-7 Table 1-Street Segments With Recommended Speed Changes ............... 7 Table 2- Speed/ Collision Summary Table ................................................. 8-13 Segments with Special Conditions............................................................. 14 LEGISLATIVE REFERENCES.................................................................... 15 Applicable Sections of California Vehicle Code .......................................... 15-20 APPENDIX A - Street Segment Data APPENDIX B — Radar Speed Distribution Forms APPENDIX C — Raw Radar Speed Distribution Forms APPENDIX D - Survey Equipment Used 2017 Engineering and Traffic Survey City of La Quinta INTRODUCTION This Engineering and Traffic Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of La Quinta. This Engineering and Traffic Survey presents recommended speed limits for 53 street segments in the City of La Quinta. Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. These surveys must be updated every 5 or 7 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 Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014. The survey was requested by the City for the proper posting of speed limits and to enable the Police's Department to utilize radar or other electronic speed measuring devices for speed enforcement. CVC Sections 40801 and 40802 require Engineering and Traffic Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City's police officer(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(1)]. Additionally, some surveys may be extended to 10 years if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(II)]. These provisions assure that posted speed limits are kept reasonably current. The Engineering and Traffic Surveys for the City were conducted in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 and as required by Section 627 of the California Vehicle Code. The Code further describes three elements of an engineering and traffic survey: 1. Measurement of prevailing speed; 2. Accident history; and 3. Roadway characteristics not readily apparent to the motorist. Posted speed limits are established primarily to protect the general public from the reckless and unpredictable behavior of dangerous drivers. They provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law (CVC Section 22350). This law states that "No person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions. 2017 Engineering and Traffic Survey 1 City of La Quinta The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the 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 on the judgment of one or a few individuals. A radar speed study is usually used to record the prevailing speed of reasonable drivers. 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, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical 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. Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement. ELEMENTS OF THE ENGINEERING AND TRAFFIC SURVEY The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 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 Engineering and Traffic Survey are discussed in more detail as follows: Speed Sampling Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. Therefore, a speed limit is established at the nearest 5-mile per hour (mph) increment to the 85th percentile speed, except as shown in the two options below. Options: 1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5. 2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b). 2017 Engineering and Traffic Survey 2 City of La Quinta If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5 The following examples are provided to explain the application of these speed limit criteria: A. Using Option 1 above and first step is to round down: If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&TS. B. Using Option 1 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS. C. Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied. Collision History Reported collisions are reviewed for each street segment to determine if there is a higher than average rate of collisions. A segment that has an above -average collision rate typically suggests conditions that are not readily apparent to motorists. A summary of the collision rates for the 53 surveyed street segments is provided in Table 2. Conditions Not Readily Apparent To Motorists Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph or more below the basic speed limit. It is important to note that The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014 recommends exercising great care when establishing speed limits 5 mph or more below the basic speed limit. 2017 Engineering and Traffic Survey 3 City of La Quinta SURVEY CONDITIONS SURVEY LOCATIONS The procedures described below describe the criteria and methods used to survey selected streets within the City of La Quinta. The specific location of the radar speed survey for each street segment was 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. DATA COLLECTION Data of existing conditions was obtained including prevailing speed of vehicles, traffic collisions, visibility restrictions, and roadway conditions within the community. Speed data and field reviews were conducted at 53 locations during the months of August 2016 through November 2016. Speed Data Radar speed measurements were conducted at 53 locations during the months of August 2016 through November 2016. 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 minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment. Traffic speeds in both directions were recorded for individual segments. 2017 Engineering and Traffic Survey 4 City of La Quinta Collision Data Collision data was obtained from the Statewide Integrated Traffic Records System (SWITRS) electronic collision database to which collisions are reported by the La Quinta Police Department on a regular basis. For this study, collision data was used from the latest 3 years of reported accidents from January 1, 2012 to December 31, 2014. The collision rates for the 53 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: R= Ax1,000,000 tx365 days xlxv 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. The average statewide collision rates were obtained from 2012 Collision Data on California State Highways published by Caltrans. Field Review Data A field review was conducted for each of 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; and 10. Any other unusual condition not readily apparent to the driver. 2017 Engineering and Traffic Survey 5 City of La Quinta ANALYSIS CRITERIA Survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California Manual on Uniform Traffic Control Devices (California MUTCD) dated November 2014. Some of the criteria used are: A. 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 baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The "basic speed limit" is the nearest 5 mph increment to the 85t" percentile speed. B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while considering the critical speed and other factors that might require a speed lower than the critical speed. C. The collision rate for each street segment is compared to average collision rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average collision rates have been developed by the State of California and are considered reasonable for use in the City of La Quinta. RESULTS AND RECOMMENDATIONS 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 all recommendations is shown in Table 2. 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 a collision rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in this report. 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. The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie 2017 Engineering and Traffic Survey 6 City of La Quinta speed violations 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 limit is intended to establish a maximum safe speed under normal conditions. Table 1 identifies the street segments with recommended changes in posted speed limits and Table 2 summarizes the recommendations for all surveyed segments. TABLE 1 STREET SEGMENTS WITH RECOMMENDED SPEED CHANGES POSTED NEW No STREET FROM TO SPEEED POSTED CHANGE LIMIT SPEED LIMIT 10 Avene 47 Washington Street Adams Street 40 35 -5 22 Avenue 60 Madison Street Monroe Street 55 50 -5 40 Miles Avenue Washington Street Jefferson Street 50 45 -5 41 Monroe Street Avenue 52 Avenue 54 55 50 -5 42 Monroe Street Avenue 54 Airport Boulevard 55 50 -5 43 Monroe Street Airport Boulevard Avenue 58 55 50 -5 44 Monroe Street Avenue 58 Avenue 60 55 50 -5 2017 Engineering and Traffic Survey 7 City of La Quinta Table Speed/Data Summary Table 'st' AccidentPosted Prop. Street Segmen lit Dir. mi. ADT Speed Speed Remarks (Mi.) Speed Pace Pace Exp. Act. Limit Limit-A!7�� North City Limit to CLOSEST 1 Adams Street 0.38 N/S 41 31-40 59% 3,570 2.39 0.68 40 40 TO 85 TH Fred Waring Drive SPEED CLOSEST 2 Adams Street Fred Waring Drive to 0.50 N/S 42 34-43 ° 55 /° 8,353 1.44 0.00 40 , 40 , TH TO 85 Miles Avenue SPEED CLOSEST 3 Adams Street Highway 111 to 0.57 N/S 47 38-47 ° 59 /0 9,298 1.44 0.35 45 45 TO 85 TH Avenue 48 SPEED Madison Street to CLOSEST 4 Airport Boulevard 1.00 E/W 49 42-51 72% 1,712 1.44 0.00 55 50 TO 85T" Monroe Street SPEED 5 Avenida m Calle Tampico to 0.38 N/S 26 18-27 ° 86 /° 3,628 2.39 0.00 25 25 CLOSEST TO 85 TH Bermudas Avenue SPEED 6 Avenida Avenue 52 to Calle 1.00 N/S 46 36-45 73% 6,108 2.39 0.91 40 40 Bermudas Arroba 7 Avenida La Desert Club Drive to 1.00 E/W 30 21-30 87% 1,265 2.39 0.00 30 30 CLOSEST TO 85T" Fonda Washington Street SPEED 8 Avenida Calle Potrero to 0.50 N/S 32 23-32 86% 513 2.39 0.00 30 30 CLOSEST TO 85T" Montezuma Calle Ensenada SPEED 9 Avenida Calle Nogales to 0.50 N/S 31 23-32 89% 569 2.39 0.00 30 30 ST TO 85TH Montezuma Avenida Madero SPEED 10 Avenue 47 Washington Street 0.50 E/W 37 28-37 ° 77 /° 2,669 2.39 0.00 40 35 CLOSEST TO 85 TH to Adams Street SPEED See "Segments with Special Conditions" Section for Comments Playground Speed Limit 25 mph between 6 AM and 10 PM 2017 Engineering and Traffic Survey City of La Quinta Table Speed/Data Summary Table AccidentPosted Prop. Street egment lik dtS Dir. mi. ADT Speed Speed Remarks (Mi.) Speed Pace Pace Exp. Act. Limit Limit-A!7�� Washington Street CLOSEST 11 Avenue 48 0.50 E/W 51 41-50 69% 6,298 1.44 0.88 50 50 TO 85 to Adams Street SPEED Adams Street to CLOSEST 12 Avenue 48 0.50 E/W 52 41-50 63% 14,940 1.44 0.25 50 50 TO 85T" Dune Palms Road SPEED 13 Avenue 48 Dune Palms Road to 0.50 E/W 50 41-50 65% 18,308 1.44 0.10 50 50 CLOSEST TO 85T" Jefferson Street SPEED Eisenhower Drive to CA 14 Avenue 50 Washington Street 0.77 E/W 48 37-46 60% 2,346 1.44 0.00 45 45 MUTCD OPTION 2 15 Avenue 50 Washington Street 1.50 E/W 49 39-48 ° 66 /° 6,915 1.44 0.09 50 2 50 z CLOSEST TO 85 TH to Jefferson Street SPEED Jefferson Street to CLOSEST 16 Avenue 52 Madison Street 0.97 E/W 50 38-47 69% 11,549 1.44 0.00 50 50 TO 85T" SPEED Madison Street to CLOSEST 17 Avenue 52 1.00 E/W 52 41-50 48% 9,997 1.44 0.00 50 50 TO 85T" Monroe Street SPEED Jefferson Street to CA 18 Avenue 54 Madison Street 0.96 E/W 58 42-51 59% 11,044 1.44 0.09 55 55 MUTCD OPTION 2 Madison Street to CA 19 Avenue 54 Monroe Street 0.99 E/W 58 44-53 60% 4,216 1.44 0.00 55 55 MUTCD OPTION 2 Jefferson Street to CLOSEST 20 Avenue 58 1.00 E/W 51 41-50 87% 1,217 1.16 0.00 50 50 TO 85T" Madison Street SPEED 2 School Speed Limit 25 mph when children are present 2017 Engineering and Traffic Survey City of La Quinta Table Speed/Data Summary Table 'st' AccidentPosted Prop. Street Segmen lik Dir. mi. ADT Speed Speed Remarks (Mi.) Speed Pace Pace Exp. Act. Limit Limit-A!7�� Madison Street to CLOSEST 21 Avenue 58 1.00 E/W 52 41-50 82% 1,447 1.44 0.00 55 50 TO 85T" Monroe Street SPEED Madison Street to CLOSEST 22 Avenue 60 1.00 E/W 48 38-47 73% 1,450 1.16 0.00 55 50 TO 85T" Monroe Street SPEED Avenue 47 to CA 23 Caleo Bay Drive Avenue 48 0.54 N/S 33 24-33 80% 1,914 2.39 1.79 30 30 MUTCD OPTION 2 Eisenhower Drive to CLOSEST 24 Calle Sinaloa 0.24 E/W 40 30-39 70% 7,952 1.44 0.00 40 40 TO 85T" Avenida Bermudas SPEED 25 Calle Tecate Avenida Madero to 0.42 E/W 36 28-37 71 % 882 2.39 0.00 35 35 CLOSEST TO 85T" Avenida Bermudas SPEED North Cul De Sac to CA 26 Desert Club Drive Avenue 52 0.56 N/S 29 19-28 79% 2,164 2.39 0.00 25 25 MUTCD OPTION 2 27 Dune Palms Fred Waring Drive to 0.50 N/S 48 38-47 o 60 /0 5,894 1.44 0.00 45 45 CA MUTCD Road Miles Avenue OPTION 2 28 Dune Palms Miles Avenue to 1.00 N/S 50 40-49 59% 8,256 1.44 0.11 45 45 Road Highway 111 29 Dune Palms Highway 111 to 0.52 N/S 48 38-47 o 64 /0 9,545 1.44 0.56 45 45 CA MUTCD Road Avenue 48 OPTION 2 Washington Street Wa shinalle CLOSEST 30 Eisenhower Drive to Tampico 1.55 E/W 47 40-49 o 72 /0 11,231 1.44 0.27 45 45 TO 85 TH SPEED See "Segments with Special Conditions" Section for Comments 2017 Engineering and Traffic Survey 10 City of La Quinta Table Speed/Data Summary Table AccidentPosted Prop. Street Segment lit I Dir. mi. ADT Speed Speed Remarks (Mi.) Speed Pace Pace Exp. Act. Limit Limit-A!7�� CLOSEST 31 Jefferson Street North City Limit to 0.51 N/S 54 42-51 58% 24,552 1.17 0.00 55 55 TO 85T" Fred Waring Drive SPEED CLOSEST 32 Jefferson Street Fred Waring Drive to 0.50 N/S 52 41-50 ° 62 /° 29,485 1.17 0.06 50 50 TO 85 TH Miles Avenue SPEED 33 Jefferson Street Westward Ho Drive 0.50 N/S 53 45-54 70% 24,330 1.17 0.23 55 55 CLOSEST TO 85T" to Highway SPEED 34 Jefferson Street Highway 111 to 0.52 N/S 52 42-51 77% 23,674 1.17 0.00 55 55 Avenue 48 Avenue 48 to CLOSEST 35 Jefferson Street 1.00 N/S 53 41-50 57% 21,780 1.17 0.00 55 55 TO 85T" Avenue 50 SPEED Avenue 50 to CLOSEST 36 Madison Street 1.00 N/S 51 40-49 50 /° 3,358 1.32 0.00 50 50 TO 85T" Avenue 52 SPEED Avenue 52 to CA 37 Madison Street Avenue 54 1.02 N/S 54 42-51 67% 3,551 1.44 0.26 50 50 MUTCD OPTION 2 Avenue 54 to CA 38 Madison Street Avenue 58 2.00 N/S 53 41-50 57% 6,281 1.44 0.07 50 50 MUTCD OPTION 2 Avenue 58 to CLOSEST 39 Madison Street 1.08 N/S 52 41-50 62% 2,759 1.44 0.00 50 50 TO 85T" Avenue 60 SPEED See "Segments with Special Conditions" Section for Comments 2017 Engineering and Traffic Survey 11 City of La Quinta Table Speed/Data Summary Table AccidentPosted Prop. Street egment lik dtS Dir. mi. ADT Speed Speed Remarks (Mi.) Speed Pace Pace Exp. I Act. Limit Limit-A!7�� Washington Street 2 CLOSEST 40 Miles Avenue 1.66 o E/W 46 32-41 56 /0 11,588 1.44 0.05 50 45 z TO 85 to Jefferson Street SPEED Avenue 52 to CLOSEST 41 Monroe Street 1.00 N/S 48 37-46 56% 6,989 1.16 0.00 55 50 TO 85T" Avenue 54 SPEED 42 Monroe Street Avenue 54 to Airport 1.00 N/S 50 36-45 p 50 /0 3,625 1.16 0.00 55 50 CLOSEST TO 85 TH Boulevard SPEED Airport Boulevard to o CLOSEST 43 Monroe Street 1.00 N/S 52 41-50 o 64 /0 2,525 1.16 0.00 55 50 TO 85 TH Avenue SPEED Avenue 58 to CLOSEST 44 Monroe Street 1.00 N/S 52 41-50 65% 1,799 1.16 0.00 55 50 TO 85T" Avenue 60 SPEED 45 Palm Royale Washington Street 0.59 N/S 36 26-35 60% 3,023 2.39 0.00 302 302 Drive to Fred Waring Drive Avenue 50 to Calle CLOSEST 46 Park Avenue 0.51 N/S 40 33-42 67% 2,022 2.39 0.90 40 40 TO 85T" Tampico SPEED 47 Sagebrush Washington Street 0.25 E/W 27 18-27 o 83 /0 901 2.39 0.00 35 25 CLOSEST TH TO 85 Avenue to Date Palm Drive SPEED 48 Washington Palm Royale Drive 0.43 N/S 51 41-50 o 58 /0 35,302 1.17 0.06 50 z 50 Z CLOSEST TH TO 85 Street to Fred Waring Drive SPEED 49 Washington Eisenhower Drive to 0.68 N/S 52 42-51 o 68 /0 24,996 1.17 0.11 50 50 CLOSEST TO 85 TH Street Avenue 50 SPEED See "Segments with Special Conditions" Section for Comments 2 School Speed Limit 25 mph when children are present 2017 Engineering and Traffic Survey 12 City of La Quinta Table Speed/Data Summary Table AccidentPosted Prop. Street Segment Dir. mi. ADT Speed Speed Remarks [(Mi.) Speed Pace Pace Exp. Act. Limit Limit-A!7�� 50 Washington Avenue 50 to Calle 0.49 N/S 49 41-50 51% 10,244 1.17 0.18 50 50 CLOSEST TO 85T" Street Tampico SPEED 51 Washington m Calle Tampico to 0.27 N/S 48 40-49 o 59 /0 13,615 1.17 0.00 50 50 CLOSEST TO 85 TH Street Avenue SPEED Westward Ho CLOSEST 52 Drive (Eastbound Dune Palms Road to 0.22 E 37 28-37 85% 1,2873 2.39 0.00 352 352 TO 85T" Only) Roadrunner Lane SPEED Westward Ho Roadrunner Lane to CLOSEST 53 Drive (Eastbound 0.29 E 37 27-36 80% 1,2873 2.39 0.00 35 35 TO 85T" Only)SPEED Jefferson Street 2 School Speed Limit 25 mph when children are present 3 ADT collected for only eastbound direction 2017 Engineering and Traffic Survey 13 City of La Quinta SEGMENTS WITH SPECIAL CONDITIONS The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more below the critical speed due to conditions not readily apparent to the driver. Each segment is discussed below. Segment #6 — Avenida Bermudas — Avenue 52 to Calle Arroba This segment is currently posted at 40 mph and has 2 through lanes in each direction with an ADT of 6,108 vehicles per day. The adjacent land use is residential. The critical speed is 46 mph and would normally justify a 45 mph posted speed limit. However, due to bicycle traffic and the lack of roadway lighting that may not be apparent to unfamiliar drivers, and to maintain uniformity among adjacent street segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 40 mph for the above reasons. Segment #28 — Dune Palms Road — Miles Avenue to Highway 111 This segment is currently posted at 45 mph and has 2 through lanes in each direction with an ADT of 8,256 vehicles per day. The adjacent land use is commercial and residential with a school. The critical speed is 50 mph and would normally justify a 50 mph posted speed limit. However, due to moderate pedestrian traffic that may not be apparent to unfamiliar drivers, and to maintain uniformity among adjacent street segments, a lower speed limit is prudent. It is recommended that the speed limit remain at 45 mph for the above reasons. Segment #34 — Jefferson Street — Highway 111 to Avenue 48 This segment is currently posted at 55 mph and has 3 through lanes in each direction with an ADT of 23,674 vehicles per day. The adjacent land use is residential, commercial, and vacant land. The critical speed is 52 mph and would normally justify a 50 mph posted speed limit. However, in order to maintain uniformity among adjacent street segments, a higher speed limit is prudent. It is recommended that the speed limit remain at 55 mph for the above reasons. Segment #45 — Palm Royale Drive — Washington Avenue to Fred Waring Drive This segment is currently posted at 30 mph and has 1 through lane in each direction with an ADT of 3,023 vehicles per day. The adjacent land use is residential, and vacant land with a school. The critical speed is 36 mph and would normally justify a 35 mph posted speed limit. However, due to moderate pedestrian traffic and uncontrolled crosswalks that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit remain at 30 mph for the above reasons. 2017 Engineering and Traffic Survey 14 City of La Quinta LEGISLATIVE REFERENCES APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CODE SECTION 1. Section 627 of the Vehicle Code: Section 627. (a) "Engineering and traffic survey,"as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following: (1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records. (3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following: (1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district: a. Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses of business structures. b. Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. C. The portion of highway is longer than one -quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B). (2) Pedestrian and bicyclist safety. Basic Speed Law 22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. Speed Law Violations Section 22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not 2017 Engineering and Traffic Survey 15 City of La Quinta constitute a violation of the basic speed law at the time, place and under the conditions then existing. Prima Facie Speed Limits Section 22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof: (a) Fifteen miles per hour: (1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car. (2) When traversing any intersection of highways, if during the last 100 feet of the driver's approach to the intersection, the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. (3) On any alley. (b) Twenty-five miles per hour: (1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may request grant funding from the Pedestrian Safety Account pursuant to Section 894.7 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources. 2017 Engineering and Traffic Survey 16 City of La Quinta Increase of Local Speed Limits to 65 Miles Per Hour 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, 45, 50, 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. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366. 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. Speed Trap 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 speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code. 2017 Engineering and Traffic Survey 17 City of La Quinta Speed Trap Section 40802. (a) A "speed trap" is either of the following: (1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under 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 five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone. (b)(1) For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions: (A) Roadway width of not more than 40 feet. (B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals 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 arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. 2017 Engineering and Traffic Survey 18 City of La Quinta (C)(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following: (A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B)(i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under 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 speed limit involves the use of radar or any other electronic device that measures the speed of moving objects: (1) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years. (ii) This subparagraph does not apply to a local street, road, or school zone. Speed Trap 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. 2017 Engineering and Traffic Survey 19 City of La Quinta (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802. (c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) subdivision (a) of Section 40802. 2017 Engineering and Traffic Survey 20 City of La Quinta APPENDIX A Street Segment Data 2017 Engineering and Traffic Survey City of La Quinta CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street between Darby Road and Fred Waring Drive DATE: 9/7/16 TIME: 9:45 OBSERVER: Nicolle Spann LOCATION: 1 P ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vertical Curve 3. Superelevation None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5, Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No Driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without Yes No Sidewalk on west side only sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset TS @Fred Waring (spacing, feet -offsets, yes or no) Dr 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 1 lane 1 lane 2 lanes, divided with undivided, painted, or raised median) double yellow stripe 13. Street Width and Alignment 36' (width, feet — straight or curved) 0.38 mi 14, Street Length 1,701 1,839 3,570 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No Parking Allowed on both sides (yes or no) 19. Street Lighting Only at intersection Only at intersection locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street PA between Darby Road and Fred Waring Drive LOCATION: 1 Direction Bi-directional ❑ Northbound' ❑ Eastbound ` ❑ Southbound' ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Yorkville Community Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 9:OOAM-10:22AM 50%ile (mph) 85%ile (mph) 35 41 10 mph Pace (% of Vehicles) 31-40 (59%) Average Speed (mph) 35 Number of Samples Observed 208 Posted Limit (mph) 40 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-Statewide/Year 2.39 per MVM Accident Rate Acc/MVM Actual 0.68 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 40 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date TE 2341 State Registration Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street DATE: 9/7/16 P between Fred Waring Drive and Miles Avenue TIME: 9:50 OBSERVER: Nicolle Spann LOCATION: 2 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No 2. Vertical Yes Crest Vert. Curve 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, Commercial, (residential, commercial, office, etc) commercial, business residential 9. Intersection Spacing and Offsets No offsets TS at Miles &Fred (spacing, feet -offsets, yes or no) Waring 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes 2 lanes 4 lanes, divided with undivided, painted, or raised median) a painted median 13. Street Width and Alignment 63' (width, feet — straight or curved) 0.50 mi 14. Street Length 3,988 4,365 8,353 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street between Fred Waring Drive and Miles Avenue P PA LOCATION: 2 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 44-555 Adams Street Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 10:30AM-11:47AM 50%ile (mph) 85%ile (mph) 35 1 42 10 mph Pace (% of Vehicles) 34-43 (55%) Average Speed (mph) 35 Number of Samples Observed 222 Posted Limit (mph) 40 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85' percentile speed RECOMMENDED SPEED LIMIT 40 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Profes ional Engineer (Traffic). / /5 // 77 TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street between Highway 111 and DATE: 9/7/16 TIME: 10:00 OBSERVER: Nicolle Spann Avenue 48 LOCATION: 3 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways on either side (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Avenue 48, (spacing, feet -offsets, yes or no) Avenue 47 & Highway 111 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes + bike lane 2 lanes + bike lane 4 lanes, divided with undivided, painted, or raised median) a raised median 13. Street Width and Alignment 33' 33' 17' raised median (width, feet — straight or curved) 0.57 mi 14. Street Length 4,899 4,399 9,298 total 15. Average Daily Traffic Collected on 911/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Adams Street between Highway 111 and Avenue 48 PA LOCATION: 3 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound' RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 47-750 Adams St Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 3:05PM-4:20PM 50%ile (mph) I 85%ile (mph) 40 47 10 mph Pace (% of Vehicles) 38-47 (59%) Average Speed (mph) 40 Number of Samples Observed 213 Posted Limit (mph) 45 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 2 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.35 per MVM PART IV: ADDITIONAL REMARKS Closest to 8511 percentile speed RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Airport Boulevard between Madison Street and Monroe Street DATE: 8/31/16 TIME: 3:45 OBSERVER: Nicolle Spann LOCATION: 4 PJ aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No 2. Vertical No 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, Resort Resort (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Madison St Stop at Monroe St (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes with bike lane 2 lanes with bike lane 4 lanes, divided with undivided, painted, or raised median) a raised median 13. Street Width and Alignment 34' 34' 18' raised median (width, feet — straight or curved) 1.00 mi 14. Street Length 779 933 1,712 Total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Airport Boulevard between Madison Street P and Monroe Street LOCATION: 4 Direction Bi-directional ❑ Northbound * ❑ Southbound ❑ Eastbound * ❑ Westbound ART II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 81-251 Airport Blvd Date of Radar Measurement 10119/2016 Time of Radar Measurement (24 hour) 7:30AM-8:59AM 50%ile (mph) 85%ile (mph) 49 54 10 mph Pace (% of Vehicles) 42-51 (72%) Average Speed (mph) 49 Number of Samples Observed 213 Posted Limit (mph) 55 mph A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Profe{sional Engineer (Traffic). Vanessa Date State TE 2341 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Profe{sional Engineer (Traffic). Vanessa Date State TE 2341 PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Profe{sional Engineer (Traffic). Vanessa Date State TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Bermudas DATE: 9/7/16 P between Calle Tampico and TIME: 11:25 OBSERVER: Nicolle Spann Avenue 52 LOCATION: 5 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) At -Grade At -Grade Driveways on both 6. Commercial Driveway Characteristics sides, residential (at grade, dustpan, etc) driveways on south end on both sides Yes Yes Sidewalks on both 7. Pedestrian Traffic in the Roadway without sides sidewalks (yes or no) 4 uncontrolled crosswalks 8. Adjacent Land Use Commercial, Commercial, (residential, commercial, office, etc) residential residential No offsets TS at Calle Tampico 9. Intersection Spacing and Offsets & Avenue 52; Stop (spacing, feet -offsets, yes or no) at Montezuma (SB) & Calle Estado NB 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes, divided with 2 lanes, divided with a 12. Channelization (# of lanes, divided, a double yellow stripe raised median from undivided, painted, or raised median) from Montezuma to Calle Tampico to Avenue 52 Montezuma 13. Street Width and Alignment 42' 14' raised median (width, feet — straight or curved) 0.38 mi 14. Street Length 15. Average Daily Traffic 1,781 3,628 total Collected Collected on 9/1116 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes No Parking allowed on (yes or no) West side south of Estado 19. Street Lighting Only at traffic signal Yes locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Bermudas between Calle Tampico and Avenue 52 LOCATION: 5 D irection Bi-directional ❑ Northbound* ❑ Southbound ❑ Eastbound * ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 51-450 Avenida Bermudas Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 1:20 PM — 2:31 PM 50%ile (mph) 85%ile (mph) 23 1 26 10 mph Pace (% of Vehicles) 18-27 (86%) Average Speed (mph) 23 Number of Samples Observed 222 Posted Limit (mph) 25 mph RT III: ACCIDENT RECORDS RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 851h percentile speed RECOMMENDED SPEED LIMIT 25 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Bermudas DATE: 9/7/16 C between Avenue 52 and Calle Arroba TIME: 11:25 OBSERVER: Nlcolle Spann LOCATION: 6 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade None Residential driveways on west (at grade, dustpan, etc) side only 7. Pedestrian Traffic in the Roadway without No No Sidewalk on east side only sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) None TS at Ave 52 9. Intersection Spacing and Offsets Stop at Calle (spacing, feet -offsets, yes or no) Nogales & Calle Colima 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes with bike lane 2 lanes with bike lane 4 lanes with painted undivided, painted, or raised median) double yellow stripe and bike lanes 13. Street Width and Alignment 62 (width, feet — straight or curved) 14. Street Length 1.00 mi 2,748 3,360 6,108 total 15. Average Daily Traffic Collected on 11/29/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Bermudas between P PA Avenue 52 and Calle Arroba LOCATION: 6 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 52-301 AVENIDA BERMUDAS Date of Radar Measurement 11/28/2016 Time of Radar Measurement (24 hour) 12:18 PM — 12:43 PM 50%ile (mph) 85%ile (mph) 40 46 10 mph Pace (% of Vehicles) 36-45 (73%) Average Speed (mph) 40 Number of Samples Observed 217 Posted Limit (mph) 40 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 6 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.91 per MVM PART IV: ADDITIONAL REMARKS Bicycle traffic, lack of roadway lighting, maintain uniformity among adjacent segments RECOMMENDED SPEED LIMIT 40 mph May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date TE 2341 um CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida La Fonda between Desert Club Drive and Washington Street DATE: 9/7/16 TIME: 11:40 OBSERVER: Nicolle Spann LOCATION: 7 C kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without No No No sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Recreational center (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets Stop at Washington (spacing, feet -offsets, yes or no) 8 Desert Club 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes, undivided, undivided, painted, or raised median) no striping 13. Street Width and Alignment 36' (width, feet — straight or curved) 0.38 mi 14. Street Length 439 826 1,265 total 15. Average Daily Traffic Collected on 9/1/16 16, Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida La Fonda F P between Desert Club Drive and Washington Street LOCATION: 7 Direction Bi-directional ❑ Northbound* ❑ Southbound ❑ Eastbound * ❑ Westbound ART II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78 450 Avenida La Fonda Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 11:15 AM — 1:15 PM 50%ile (mph) 85%ile (mph) 26 30 10 mph Pace (% of Vehicles) 21-30 (87%) Average Speed (mph) 26 Number of Samples Observed 161 Posted Limit (mph) 30 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-Statewide/Year 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 8511 percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-Statewide/Year 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 8511 percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration PART IV: ADDITIONAL REMARKS Closest to 8511 percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Montezuma between Calle Carranza and Calle Ensenada DATE: 9/7/16 TIME: 11:55 OBSERVER: Nicolle S P) LOCATION: 8 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade- many residential driveways Driveway on West side only (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No No sidewalk on either side sidewalks (yes or no) 8. Adjacent Land Use Hiking, residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets Stop at Calle Durango & Avenida (spacing, feet -offsets, yes or no) Alvarado 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes, undivided undivided, painted, or raised median) 13. Street Width and Alignment 32 (width, feet — straight or curved) 0.85 mi 14. Street Length 307 206 513 Total Collected 15. Average Daily Traffic on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18, Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Montezuma P PA between Calle Carranza and Calle Ensenada LOCATION: 8 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 54-400 Avenida Montezuma Date of Radar Measurement 10/18/2016 Time of Radar Measurement (24 hour) 10:30AM-12:30PM 50%ile (mph) 85%ile (mph) 28 32 10 mph Pace (% of Vehicles) 23-32 (86%) Average Speed (mph) 28 Number of Samples Observed 122 Posted Limit (mph) 30 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: 1, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date state TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Montezuma between Calle Nogales and Avenida Madero DATE: 9/7/16 TIME: 11:50 OBSERVER: Nicolle Spann LOCATION: 9 P ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical 3. Superelevation (%) 4. Shoulder Conditions (paved or unpaved) 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None At -Grade many residentiall driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No No Sidewalks on Either Side sidewalks (yes or no) 8. Adjacent Land Use Hiking Residential (residential, commercial, office, etc) None Stop at Calle 9. Intersection Spacing and Offsets Madrid, Calle (spacing, feet -offsets, yes or no) Colima & Calle No ales 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes, undivided undivided, painted, or raised median) 13. Street Width and Alignment 30' (width, feet — straight or curved) 1.00 mi 14. Street Length 327 242 569 Total Collected 15. Average Daily Traffic on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenida Montezuma between Calle Nogales and Avenida Madero C P LOCATION: 9 Direction Bi-directional ❑ Northbound* ❑ Southbound ❑ Eastbound * ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 52-920 Avenida Montezuma Date of Radar Measurement 10/18/2016 Time of Radar Measurement (24 hour) 12:35PM-2:35PM 50%ile (mph) I 50%ile (mph) 28 1 31 10 mph Pace (% of Vehicles) 23-32 (89%) Average Speed (mph) 28 Number of Samples Observed 124 Posted Limit (mph) 30 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 851h percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 umber A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 851h percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 umber PART IV: ADDITIONAL REMARKS Closest to 851h percentile speed RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 umber CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 47 between Washington Street and Adams Street DATE: 9/7/16 C TIME: 10:05 OBSERVER: Nicolle Spann LOCATION: 10 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? W/B E/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Commercial (Retail) Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset No offset TS @ Adams St & (spacing, feet -offsets, yes or no) Washington St Stop @ Caleo Bay 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 1 lane with bike lane 1 lane with bike lane 2 lanes divided with undivided, painted, or raised median) a double yellow stripe 13. Street Width and Alignment 24' 24' (width, feet — straight or curved) 0.50 mi 14. Street Length 1,256 1.413 2,669total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No Parking on both sides (yes or no) 19. Street Lighting Only at traffic signals CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 47 PA between Washington Street and Adams Street LOCATION: 10 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ` ❑ Westbound' RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78-900 Avenue 47 Date of Radar Measurement 11/28/2016 Time of Radar Measurement (24 hour) 2:05 PM — 3:09 PM 50%ile (mph) 85%ile (mph) 33 37 10 mph Pace (% of Vehicles) 28-37 (77%) Average Speed (mph) 33 Number of Samples Observed 224 Posted Limit (mph) 40 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85t" percentile speed RECOMMENDED SPEED LIMIT 35 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 DATE: 9/7/16 C between Washington Street and TIME: 10:10 OBSERVER: Nicolle Spann Adams Street LOCATION: 11 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? W/B E/B Notes es or no 1. Horizontal No No 2.. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade None Driveways on W/B side (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, commercial Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset No offset TS @ Washington (spacing, feet -offsets, yes or no) St Adams St 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes with bike lane 2 lanes with bike lane 4 lanes, divided with undivided, painted, or raised median) a raised median 13. Street Width and Alignment 33' 33' 18' raised median, (width, feet — straight or curved) 14. Street Length 0.50 mi 7,645 6,298 13,943 total 15, Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No re Parking restrictions posted (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 C between Washington Street and Adams Street LOCATION: 11 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78-995 Avenue 48 Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 11:55 AM —12:25 PM 50%ile (mph) I 85%ile (mph) 45 51 10 mph Pace (% of Vehicles) 41-50 (69%) Average Speed (mph) 45 Number of Samples Observed 208 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 3 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.88 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 between Adams Street DATE: 9/7/16 TIME: 10:10 OBSERVER: Nicolle S and Dune Palms Road LOCATION: 12 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? W/B E/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vertical Curve 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No Offset No Offset TS @ Adams St & (spacing, feet -offsets, yes or no) Dune Palms Rd 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes with bike lane 2 lanes with bike lane 4 lanes with bike undivided, painted, or raised median) divided with raised divided with raised lanes divided with median median raised median 13. Street Width and Alignment 33' 32' 21' raised median (width, feet — straight or curved) 14. Street Length 0.50 mi 8,137 6,803 14,940 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No re parking restrictions posted (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 I P between Adams Street and Dune Palms Road LOCATION: 12 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound ART II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 79-495 Avenue 48 Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 12:30 PM —1:10 PM 50%ile (mph) 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (63%) Average Speed (mph) 45 Number of Samples Observed 215 Posted Limit (mph) 50 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 2 Accidents Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.25 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 um A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 2 Accidents Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.25 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 um PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 um CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 between Dune Palms Road and Jefferson Street DATE: 9/7/16 TIME: 10:15 OBSERVER: Nicolle Spann LOCATION: 13 P ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? W/B E/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vertical Curve 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset No offset TS @ Dune Palms (spacing, feet -offsets, yes or no) Rd &Jefferson St 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes divided with 2 lanes divided with 4 lanes divided with 12. Channelization (# of lanes, divided, raised median and raised median and raised median and undivided, painted, or raised median) bike lane bike lane bike lanes on both sides 13. Street Width and Alignment 33' 33' 17' raised median (width, feet — straight or curved) 14. Street Length 0.50 mi 9,694 8,614 18,308 total 15. Average Daily Traffic Collected on 8/31/16 16, Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No Parking (yes or no) restrictions posted 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 48 PA between Dune Palms Road and Jefferson Street LOCATION: 13 DireCti0n Bi-directional ❑ Northbound' ❑ Eastbound ❑ Southbound' ❑ Westbound* tRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 79-605 Avenue 48 Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 1:20 PM — 2:00 PM 50%ile (mph) 85%ile (mph) 44 50 10 mph Pace (% of Vehicles) 41-50 (65%) Average Speed (mph) 44 Number of Samples Observed 207 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.10 per MVM PART IV: ADDITIONAL REMARKS Closest to 85'h percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 50 between DATE: 9/7/16 P Eisenhower Drive and Washington Street TIME: 11:15 OBSERVER: Nlcolle Spann LOCATION: 14 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal Yes Horizontal Curve 2. Vertical No 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None At -Grade Driveways on north side only (at grade, dustpan, etc) No No Sidewalk on South 7. Pedestrian Traffic in the Roadway without side only sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Eisenhower & Washington (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes 2 lanes 4 lanes, divided with 12. Channelization (# of lanes, divided, a raised median undivided, painted, or raised median) 31' 26' 11' raised median 13. Street Width and Alignment (width, feet — straight or curved) 14. Street Length 0.77 mi 1,175 1,171 2,346 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17, Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal I locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 50 PA between Eisenhower Drive and Washington Street LOCATION: 14 Direction Bi-directional ❑ Northbound* ❑ Eastbound ` ❑ Southbound' ❑ Westbound' kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78-250 Avenue 50 Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 10:40 AM — 11:40 AM 50%ile (mph) 85%ile (mph) 42 48 10 mph Pace (% of Vehicles) 37-46 (60%) Average Speed (mph) 42 Number of Samples Observed 220 Posted Limit (mph) 45 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). /6" Vanessa TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 50 DATE: 9/7/16 between Washington Street and Jefferson Street TIME: 10:40 OBSERVER: Nicolle Spann LOCATION: 15 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) None None Paved Paved t2000'ofunpaved 4. Shoulder Conditions (paved or unpaved) section on South side 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways (at grade, dustpan, etc) No No No sidewalks 7. Pedestrian Traffic in the Roadway without present for±500' on sidewalks (yes or no) North and ±2000' on South 8. Adjacent Land Use Residential, vacant Residential, vacant, (residential, commercial, office, etc) school 9. Intersection Spacing and Offsets No offset er Park, Je efferson, & (spacing, feet -offsets, yes or no) Washington 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with bike lane 2 lanes with bike lane 4 lanes divided by a 12. Channelization (# of lanes, divided, raised median with undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 31, 31, 11' raised median (width, feet —straight or curved) 14. Street Length 1.50 mi 3,399 3,516 6,915 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 50 C between Washington Street and Jefferson Street LOCATION: 15 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78-500 Avenue 50 Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 11:46 AM —12:41 PM 50%ile (mph) I 85%ile (mph) 44 49 10 mph Pace (% of Vehicles) 39-48 (66%) Average Speed (mph) 44 Number of Samples Observed 231 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.09 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 M CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 52 DATE: 9/7/16 P) between Jefferson Street and Madison Street TIME: 10:50 OBSERVER: Nicolle Spann LOCATION: 16 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None Paved Paved/unpaved Unpaved from 4. Shoulder Conditions (paved or unpaved) Madison to Via Bendita 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, Residential (residential, commercial, office, etc) commercial 9. Intersection Spacing and Offsets No offset Stop @ Madison St (spacing, feet -offsets, yes or no) Roundabout @ Jefferson St 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes divided by a 12. Channelization (# of lanes, divided, lane lane raised median with undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 36' 36' 18' raised median, (width, feet — straight or curved) bike lane on both sides 14. Street Length 0.97 mi 5,390 6,159 11,549 Total 15. Average Daily Traffic Collected on 10/19/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No re parking restrictions posted (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 52 C between Jefferson Street and Madison Street LOCATION: 16 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 80-420 Avenue 52 Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 9:21AM-10:10AM 50%ile (mph) I 85%ile (mph) 44 1 50 10 mph Pace (% of Vehicles) 38-47 (69%) Average Speed (mph) 44 Number of Samples Observed 213 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). A TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 52 (EB) between DATE: 9/7/16 P TIME: 10:50 Madison Street and Monroe Street OBSERVER: Nicolle Spann LOCATION: 17 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None At -Grade Driveways on North (at grade, dustpan, etc) side 7. Pedestrian Traffic in the Roadway without No No Sidewalk on South sidewalks (yes or no) side 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset Stops @ Madison St &Monroe St (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes divided with 12. Channelization (# of lanes, divided, lane lane raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 33' 27' 15' raised median, (width, feet — straight or curved) bike lane on E/B side 14. Street Length 1.00 mi 5,272 4,725 9,997 Total 15. Average Daily Traffic Collected on 10/19/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking on bike ( yes or no) lane posted 19. Street Lighting No No none CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 52 (EB) between P Madison Street and Monroe Street LOCATION: 17 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 81-200 Avenue 52 Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 10:15AM-10:57AM 50%ile (mph) 85%ile (mph) 44 52 10 mph Pace (% of Vehicles) 41-50 (48%) Average Speed (mph) 44 Number of Samples Observed 208 Posted Limit (mph) 50 ACCIDENT RECORDS d Evaluated 1/1/2012 TO 12/31/2014 E Midblock0Exected-Statewide/Year 144 er MVMateActual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Vanessa Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 54 between Jefferson Street and Madison Street DATE: 8/31116 TIME: 3:50 P) OBSERVER: Nicolle Spann LOCATION: 18 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, resort resort (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets Stop at Madison & (spacing, feet -offsets, yes or no) Jefferson 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 31' 31' 12' raised median (width, feet — straight or curved) 14. Street Length 0.96 mi 6,579 4,465 11,044 total 15. Average Daily Traffic Collected on 10/19/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes No (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 54 P between Jefferson Street and Madison Street LOCATION: 18 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 80-636 Avenue 54 Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 12:30PM-1:50PM 50%ile (mph) I 85%ile (mph) 52 58 10 mph Pace (% of Vehicles) 42-51 (59%) Average Speed (mph) 52 Number of Samples Observed 207 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.09 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). �� yf nf Date 1/.�/ /7 TE 2341 Vanessa Muo State Registrati CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 54 between Madison Street and Monroe Street DATE: 8/31/16 TIME: 3:50 OBSERVER: Nicolle Spann LOCATION: 19 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No 2. Vertical No 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Unpaved/paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics No No No Driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on South side only sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets Stop @ Madison & Monroe (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 1 lane with a bike 1 lane with a bike lane 2 lanes, divided with 12. Channelization (# of lanes, divided, lane a painted stripe and undivided, painted, or raised median) bike lanes on both sides 13, Street Width and Alignment 70 (width, feet — straight or curved) 14. Street Length 0.99 mi 2,144 2,072 4,216total 15. Average Daily Traffic Collected on 10/19/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 54 PA between Madison Street and Monroe Street LOCATION: 19 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound' kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 81-345 Avenue 54 Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 1:55PM-3:20PM 50%ile (mph) 85%ile (mph) 52 1 58 10 mph Pace (% of Vehicles) 44-53 (60%) Average Speed (mph) 52 Number of Samples Observed 210 Posted Limit (mph) 55 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 58 between Jefferson Street and Madison Street DATE: 8/31/16 TIME: 3:40 OBSERVER: Nicolle Spann LOCATION: 20 LIZ aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Unpaved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on South side only sidewalks (yes or no) 8. Adjacent Land Use Vacant Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No Stop at Madison (spacing, feet -offsets, yes or no) 10. Pavement Condition Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 1 lane with a bike 2 lanes 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a painted median undivided, painted, or raised median) with a bike lane on the north side only 13. Street Width and Alignment 44' (width, feet — straight or curved) 14. Street Length 1.00 mi 524 603 1,127 total 15, Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 58 P PA between Jefferson Street and Madison Street LOCATION: 20 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound' II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 80-600 Avenue 58 Date of Radar Measurement 10/19/16 Time of Radar Measurement (24 hour) 12:35PM-2:35PM 50%ile (mph) I 85%ile (mph) 47 51 10 mph Pace (% of Vehicles) 41-50 (87%) Average Speed (mph) 47 Number of Samples Observed 109 Posted Limit (mph) 50 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85rh percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Profesional Engineer (Traffic). nessa Date 11510 TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 58 DATE: 8/31 /16 P between Madison Street TIME: 3:35 and Monroe Street OBSERVER: Nicolle Spann LOCATION: 21 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade None Driveway on North (at grade, dustpan, etc) side only 7. Pedestrian Traffic in the Roadway without No No Sidewalk on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Commercial, (residential, commercial, office, etc) residential 9. Intersection Spacing and Offsets No Offsets Stop @ Madison, (spacing, feet -offsets, yes or no) Monroe 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided by 12. Channelization (# of lanes, divided, lane lane a painted median undivided, painted, or raised median) with bike lanes on both sides 13. Street Width and Alignment 72 (width, feet — straight or curved) 14. Street Length 1.00 mi 705 742 1,447 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 58 between Madison Street and Monroe Street P LOCATION: 21 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 81-600 Avenue 58 Date of Radar Measurement 10/19/16 Time of Radar Measurement (24 hour) 10:30AM-12:30PM 50%ile (mph) 85%ile (mph) 47 1 52 10 mph Pace (% of Vehicles) 41-50 (82%) Average Speed (mph) 47 Number of Samples Observed 168 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 60 between Madison Street and Monroe Street DATE: 8/31/16 TIME: 4:10 OBSERVER: Nicolle Spann LOCATION: 22 P ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on South side only sidewalks (yes or no) 8. Adjacent Land Use Commercial, Vacant land (residential, commercial, office, etc) residential, resort 9. Intersection Spacing and Offsets No offsets Stop @ Madison, Monroe (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 1 lane 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a raised median and undivided, painted, or raised median) a bike lane on South side only 13. Street Width and Alignment 33' 15' 10' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 759 691 1,450 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19, Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Avenue 60 P between Madison Street and Monroe Street LOCATION: 22 Direction ART Bi-directional ❑ Northbound' ❑ Eastbound' ❑ Southbound" ❑ Westbound' II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 81-120 Avenue 60 Date of Radar Measurement 10/20/16 Time of Radar Measurement (24 hour) 10:20AM-11:57AM 50%ile (mph) 85%ile (mph) 43 1 48 10 mph Pace (% of Vehicles) 38-47 (73%) Average Speed (mph) 43 Number of Samples Observed 223 Posted Limit (mph) 55 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 8511 percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Caleo Bay Drive between Avenue 47 and Avenue 48 DATE: 9/7/16 TIME: 10:10 OBSERVER: Nicolle Spann LOCATION: 23 C kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade, many residential driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on both sides sidewalks (yes or no) 8. Adjacent Land Use Commercial, office Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets None Stop @Ave 47, Ave 48 (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 1 lane 1 lane 2 lanes divided by undivided, painted, or raised median) painted double yellow line 13. Street Width and Alignment 21' 21' (width, feet — straight or curved) 14. Street Length 0.54 mi 1,300 614 1,914total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Caleo Bay Drive between Avenue 47 F P and Avenue 48 LOCATION: 23 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 47-110 Caleo Bay Drive Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 4:00 PM — 5:24 PM 50%ile (mph) 85%ile (mph) 29 33 10 mph Pace (% of Vehicles) 24-33 (80%) Average Speed (mph) 29 Number of Samples Observed 206 Posted Limit (mph) 30 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 2 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 1.79 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Munoz Date /? state TE 2341 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 2 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 1.79 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Munoz Date /? state TE 2341 PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Munoz Date /? state TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Calle Sinaloa DATE: 9/7/16 between Eisenhower Drive and Avenida Bermudas TIME: 11:30 OBSERVER: Nicolle Spann LOCATION: 24 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No Driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No No sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) No Offset TS at Avenida 9. Intersection Spacing and Offsets Bermudas; (spacing, feet -offsets, yes or no) Roundabout at Eisenhower 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with bike lane 2 lanes with bike lane 4 lanes, divided with 12. Channelization (# of lanes, divided, a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 33' 33' 17' raised median, (width, feet — straight or curved) 14. Street Length 0.24 mi 3,151 4,801 7,952 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Calle Sinaloa P I between Eisenhower Drive and Avenida Bermudas LOCATION: 24 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 77-850 Calle Sinaloa Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 2:36 PM — 3:27 PM 50%ile (mph) 85%ile (mph) 35 40 10 mph Pace (% of Vehicles) 30-39 (70%) Average Speed (mph) 35 Number of Samples Observed 219 Posted Limit (mph) 40 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85'" percentile speed RECOMMENDED SPEED LIMIT 40 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Prof"sional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Calle Tecate between Avenida Madero and Avenida Bermudas DATE: 9/7/16 TIME: 11:45 OBSERVER: Nicolle S C LOCATION: 25 %RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None Dustpan- residential Driveways only on (at grade, dustpan, etc) driveways North side 7. Pedestrian Traffic in the Roadway without No No Sidewalk on South Side only sidewalks (yes or no) 8. Adjacent Land Use Hiking Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No Offsets (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light 12. Channelization (# of lanes, divided, 1 lane 1 lane 2 lanes, divided with undivided, painted, or raised median) a painted stripe 13. Street Width and Alignment 36' (width, feet — straight or curved) 14. Street Length 0.42 mi 396 486 882total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Calle Tecate between P PA Avenida Madero and Avenida Bermudas LOCATION: 25 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 77-550 Calle Tecate Date of Radar Measurement 11/28/2016 Time of Radar Measurement (24 hour) 8:50 AM — 10:50 AM 50%ile (mph) I 85%ile (mph) 32 36 10 mph Pace (% of Vehicles) 28-37 (71 %) Average Speed (mph) 32 Number of Samples Observed 184 Posted Limit (mph) 35 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 35 May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). 2 TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Desert Club Drive DATE: 9/7/16 between North Cul De Sac TIME: 11:35 and Avenue 52 OBSERVER: Nicolle Spann LOCATION: 26 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without Yes Yes Sidewalks o both sides, uncontrolled sidewalks (yes or no) crosswalk 8. Adjacent Land Use Commercial, office Commercial, office N/O Calle Tampico, (residential, commercial, office, etc) school on east and residential on west 9. Intersection Spacing and Offsets No offsets TS at Calle (spacing, feet -offsets, yes or no) Tampico, Avenue 52 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 1 lane 1 lane 2 lanes, divided with undivided, painted, or raised median) a yellow skip stripe 13. Street Width and Alignment 40' (width, feet — straight or curved) 14. Street Length 0.56 mi 918 1,246 2,164total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes (yes or no) Yes No Lighting on East 19. Street Lighting side and traffic signal only CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Desert Club Drive P PA between North Cul De Sac and Avenue 52 LOCATION: 26 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound' ❑ Westbound' It: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 51-400 Desert Club Drive Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 3:33 PM —4:55 PM 50%ile (mph) 85%ile (mph) 25 29 10 mph Pace (% of Vehicles) 19-28 (79%) Average Speed (mph) 25 Number of Samples Observed 211 Posted Limit (mph) 25 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 25 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: 1, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. 1 am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road DATE: 8/31 /16 C between Fred Waring Drive and Miles Avenue TIME: 11:30 OBSERVER: Nicolle Spann LOCATION: 27 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Residential, school Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Fred Waring (spacing, feet -offsets, yes or no) &Miles 10. Pavement Condition Satisfactory Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes 2 lanes 4 lanes, divided with undivided, painted, or raised median) a painted median 13. Street Width and Alignment 63' (width, feet — straight or curved) 14. Street Length 0.50 mi 2,761 3,133 5,894 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road between Fred Waring Drive and C PA Miles Avenue LOCATION: 27 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 44-250 Dune Palms Road Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 1:00 PM —1:52 PM 50%ile (mph) 85%ile (mph) 41 48 10 mph Pace (% of Vehicles) 38-47 (60%) Average Speed (mph) 41 Number of Samples Observed 225 Posted Limit (mph) 45 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road DATE: 8/31 /16 between Miles Avenue TIME: 11:35 and Highway 111 OBSERVER: Nicolle Spann LOCATION: 28 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, school, Residential, school (residential, commercial, office, etc) office 9. Intersection Spacing and Offsets No offsets TS at Westward Ho, (spacing, feet -offsets, yes or no) Desert Crest, Miles & Highway 111 10. Pavement Condition Satisfactory Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes 2 lanes 4 lanes, divided with 12. Channelization (# of lanes, divided, a painted median; undivided, painted, or raised median) 2 lanes from Westward Ho to channel brid e 13. Street Width and Alignment 63' (width, feet — straight or curved) 14. Street Length 1.00 mi 3,461 4,795 8,256 total 15. Average Daily Traffic Collected on 11 /03/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) No Yes Lighting only on East side from 19. Street Lighting Westward Ho to Miles and at traffic signal locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road P PA between Miles Avenue and Highway 111 LOCATION: 28 Direction ART Bi-directional ❑ Northbound' ❑ Eastbound * ❑ Southbound ` ❑ Westbound' II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 46-400 Dune Palms Road Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 2:12 PM — 3:11 PM 50%ile (mph) 85%ile (mph) 43 50 10 mph Pace (% of Vehicles) 40-49 (59%) Average Speed (mph) 43 Number of Samples Observed 220 Posted Limit (mph) 45 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/3112014 Number of Accidents Midblock 1 Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.11 per MVM PART IV: ADDITIONAL REMARKS Moderate pedestrian traffic and to maintain uniformity among adjacent segments RECOMMENDED SPEED LIMIT 1 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road DATE: 9/7/16 between Highway 111 and Avenue 48 TIME: 10:25 OBSERVER: Nicolle Spann LOCATION: 29 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) No No 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sides sidewalks (yes or no) 8. Adjacent Land Use Commercial, Commercial (residential, commercial, office, etc) residential 9. Intersection Spacing and Offsets No offsets TS at Highway 111, (spacing, feet -offsets, yes or no) Vista Coralina & Avenue 48 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a painted median undivided, painted, or raised median) and bike lanes on both sides 13. Street Width and Alignment 26 28 (width, feet — straight or curved) 14. Street Length 0.52 mi 4,776 4,769 9,545 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Dune Palms Road PA P between Highway 111 and Avenue 48 LOCATION: 29 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound LRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 47-185 Dune Palms Road Date of Radar Measurement 8/29/2016 Time of Radar Measurement (24 hour) 3:00 PM — 3:51 PM 50%ile (mph) 85%ile (mph) 42 1 48 10 mph Pace (% of Vehicles) 38-47 (64%) Average Speed (mph) 42 Number of Samples Observed 211 Posted Limit (mph) 45 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 3 Accidents Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.56 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). 1151 t �- TE 2341 Number A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 3 Accidents Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.56 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). 1151 t �- TE 2341 Number PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). 1151 t �- TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Eisenhower Drive between Washington Street and Calle Tampico DATE: 9/7/16 C TIME: 11:25 OBSERVER: Nicolle Spann LOCATION: 30 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical Yes Yes Crest Curve 3. Superelevation (%) None None 4, Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on West sidewalks (yes or no) side only 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) No offsets TS at Washington, 9. Intersection Spacing and Offsets Coachella, AvenidaFernando, (spacing, feet -offsets, yes or no) Avenue 50, Calle Tampico, Calle Mazatian 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median & bike lanes on both undivided, painted, or raised median) sides 13. Street Width and Alignment 33' 33' 12' raised median (width, feet — straight or curved) 14. Street Length 1.55 mi 5,171 6,060 11,231 total 15, Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Eisenhower Drive between Washington Street and Calle Tampico PA LOCATION: 30 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Hidden Canyon Date of Radar Measurement 11/28/2016 Time of Radar Measurement (24 hour) 12:50 PM —1:56 PM 50%ile (mph) 85%ile (mph) 42 1 47 10 mph Pace (% of Vehicles) 40-49 (72%) Average Speed (mph) 42 Number of Samples Observed 222 Posted Limit (mph) 45 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 5 Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.27 per MVM PART IV: ADDITIONAL REMARKS Closest to 85'h Percentile Speed RECOMMENDED SPEED LIMIT 45 May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street between DATE: 9/7/16 TIME: 9:30 C North City Limit and Fred Waring Drive OBSERVER: Nicolle Spann LOCATION: 31 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Dunbar & (spacing, feet -offsets, yes or no) Fred Waring 10. Pavement Condition Good Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Moderate Moderate 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13, Street Width and Alignment 43' 43' raised median, (width, feet — straight or curved) bike bike lane on both sides 14. Street Length 0.51 mi 12,488 12,064 24,552 total 15. Average Daily Traffic Collected on 8/30/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street P C between North City Limit and Fred Waring Drive LOCATION: 31 A ❑ Northbound * ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 44-050 Jefferson Street Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 3:15 PM — 3:55 PM 50%ile (mph) 47 54 10 mph Pace (% of Vehicles) 42-51 (58%) Average Speed (mph) 47 Number of Samples Observed 214 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date State TE 2341 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date State TE 2341 PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Munoz Date State TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street between Fred Waring Drive and DATE: 9/7/16 TIME: 9:35 OBSERVER: Nicolle Spann Miles Avenue LOCATION: 32 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade At -Grade Driveways on both (at grade, dustpan, etc) sides 7. Pedestrian Traffic in the Roadway without No No sidewalks (yes or no) 8. Adjacent Land Use Residential, Residential, (residential, commercial, office, etc) commercial commercial 9. Intersection Spacing and Offsets No offset TS at Fred Waring (spacing, feet -offsets, yes or no) &Miles 10. Pavement Condition Satisfactory Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Moderate Moderate 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 43' 43' 14' raised median (width, feet — straight or curved) 14. Street Length 0.50 mi 15,798 13,687 29,485 total 15. Average Daily Traffic Collected on 8/30/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street between Fred Waring Drive and Miles Avenue P P LOCATION: 32 A P A LOCATION: 32 Direction Bi-directional ❑Northbound* ❑ Souhbound ❑ Eastbound * ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 44-125 Jefferson Street Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 2:30 PM — 3:10 PM 50%ile (mph) I 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (62%) Average Speed (mph) 45 Number of Samples Observed 206 Posted Limit (mph) 50 50 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 1 Accidents Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.06 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). '5 Vanessa TE 2341 Number A LOCATION: 32 Direction Bi-directional ❑Northbound* ❑ Souhbound ❑ Eastbound * ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 44-125 Jefferson Street Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 2:30 PM — 3:10 PM 50%ile (mph) I 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (62%) Average Speed (mph) 45 Number of Samples Observed 206 Posted Limit (mph) 50 50 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 1 Accidents Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.06 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). '5 Vanessa TE 2341 Number PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). '5 Vanessa TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street DATE: 9/7/16 between Westward Ho Drive TIME: 10:15 and Highway 111 OBSERVER: Nicolle Spann LOCATION: 33 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) No No 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None At -Grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, Residential, (residential, commercial, office, etc) commercial commercial, vacant 9. Intersection Spacing and Offsets No offsets TS at Westward Ho, (spacing, feet -offsets, yes or no) Vista Grande, Highway 111 10. Pavement Condition Good Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Moderate Moderate 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 43' 43' 14' raised median (width, feet — straight or curved) 14. Street Length 0.50 mi 12,187 12,143 24,330total 15. Average Daily Traffic Collected on 8/30/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No Parking (yes or no) 19. Street Lighting Yes Yes CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street PA P between Westward Ho Drive and Highway 111 LOCATION: 33 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 46-000 Jefferson Street Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 2:19 PM — 2:59 PM 50%ile (mph) 85%ile (mph) 48 53 10 mph Pace (% of Vehicles) 45-54 (70%) Average Speed (mph) 48 Number of Samples Observed 209 Posted Limit (mph) 55 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 3 Accidents Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.23 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 3 Accidents Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.23 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street DATE: 9/7/16 C between Highway 111 and Avenue 48 TIME: 10:15 OBSERVER: Nicolle Spann LOCATION: 34 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, Residential (residential, commercial, office, etc) commercial, vacant 9. Intersection Spacing and Offsets No offsets TS at Highway 111, (spacing, feet -offsets, yes or no) Avenue 48 10. Pavement Condition Satisfactory Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Moderate Moderate 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 43' 43' 14' raised median (width, feet — straight or curved) 14. Street Length 0.52 mi 11.186 12,488 23,674 total 15. Average Daily Traffic Collected on 8/30/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19, Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street between Highway 111 and F 1— Avenue 48 LOCATION: 34 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 47-340 Jefferson Street Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 1:32 PM — 2:12 PM 50%ile (mph) 85%ile (mph) 47 1 52 10 mph Pace (% of Vehicles) 42-51 (77%) Average Speed (mph) 47 Number of Samples Observed 213 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Maintain uniformity among adjacent segments RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street DATE: 9/7/16 C between Avenue 48 and Avenue 50 TIME: 10:45 OBSERVER: Nicolle Spann LOCATION: 35 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade Driveways on East side only (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential Commercial, (residential, commercial, office, etc) residential, vacant 9. Intersection Spacing and Offsets No offsets TS at Avenue 48, (spacing, feet -offsets, yes or no) Avenue 49 & Avenue 50 10. Pavement Condition Good Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median undivided, painted, or raised median) with bike lanes on both sides 13. Street Width and Alignment 42' 43' 14' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 10,878 10,902 21,780 total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Yes CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Jefferson Street between Avenue 48 and Avenue 50 P LOCATION: 35 ❑ Northbound* ElSouthbound Direction Bi-directional ❑ Eastbound * ❑ Westbound kRT I1: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 49-908 Jefferson Street Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 12:50 PM —1:26 PM 50%ile (mph) 85%ile (mph) 45 1 53 10 mph Pace (% of Vehicles) 41-50 (57%) Average Speed (mph) 45 Number of Samples Observed 228 Posted Limit (mph) 55 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-Statewide/Year 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-Statewide/Year 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 55 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street DATE: 9/7/16 C between Avenue 50 and Avenue 52 TIME: 10:55 OBSERVER: Nicolle Spann LOCATION: 36 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Unpaved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics Dirt Dirt (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No No sidewalk sidewalks (yes or no) 8. Adjacent Land Use Sports park residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No Offsets Stop @ Avenue 52, Avenue 50 (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 1 lane and a bike 1 lane and a bike lane 2 lanes divided by a 12. Channelization (# of lanes, divided, lane painted median with undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 40' (width, feet — straight or curved) 14. Street Length 1.00 mi 1,607 1,751 3,358 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street P 1— between Avenue 50 and Avenue 52 LOCATION: 36 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ` ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 509-90 Madison St Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 7:15AM-9:15AM 50%ile (mph) 85%ile (mph) 43 51 10 mph Pace (% of Vehicles) 40-49 (50%) Average Speed (mph) 43 Number of Samples Observed 134 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.32 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85t" percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date btate TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street between Avenue 52 DATE: 8/31/16 TIME: 3:55 C and Avenue 54 OBSERVER: Nicolle Spann LOCATION: 37 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, resort Residential, resort (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offset Stops @ Avenue 52 (spacing, feet -offsets, yes or no) &Avenue 54 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 12. Channelization (# of lanes, divided, 2 lanes with a bike 2 lanes with a bike 4 lanes with divided undivided, painted, or raised median) llane lane raised median and bike lane both sides 13. Street Width and Alignment 34' 34' 18' raised median (width, feet — straight or curved) 14. Street Length 1.02 mi 1,294 2,257 3,551 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking on bike (yes or no) lane posted 19. Street Lighting No No None CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street between Avenue 52 and Avenue 54 LOCATION: 37 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound' kRT It: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 53-540 Madison St Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 11:03AM-11:38AM 50%ile (mph) 85%ile (mph) 48 54 10 mph Pace (% of Vehicles) 42-51 (67%) Average Speed (mph) 48 Number of Samples Observed 220 Posted Limit (mph) 50 PA III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.26 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street between Avenue 54 DATE: 8/31/16 TIME: 3:45 C and Avenue 58 OBSERVER: Nicolle Spann LOCATION: 38 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (ova) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade Driveways on West side only (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks only on sidewalks (yes or no) both sides 8. Adjacent Land Use Residential, resort Residential, resort (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS a Stop (spacing, feet -offsets, yes or no) hAirport; at 54 Avenue & 5811 Avenue 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 33' 33' 17' raised median (width, feet — straight or curved) 14. Street Length 2.00 mi 3,136 3,145 6,281 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal location location CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street P between Avenue 54 and Avenue 58 LOCATION: 38 A ❑ Northbound* ❑ Southbound' Direction Bi-directional ❑ Eastbound * ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Puerta Azul on Madison St Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 11:42AM-12:22PM 50%ile (mph) 85%ile (mph) 46 53 10 mph Pace (% of Vehicles) 41-50 (57%) Average Speed (mph) 46 Number of Samples Observed 206 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 1 Accidents Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.07 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration Number RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 1 Accidents Midblock Expected-Statewide/Year 1.44 per MVM Accident Rate Acc/MVM Actual 0.07 per MVM PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration Number PART IV: ADDITIONAL REMARKS California MUTCD Option 2 RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street between Avenue 58 DATE: 8/31/16 TIME: 3:35 and Avenue 60 OBSERVER: Nicolle Spann LOCATION: 39 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on East sidewalks (yes or no) side only 8. Adjacent Land Use Vacant Residential, Resort (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No No Stop Avenue 58 (spacing, feet -offsets, yes or no) Avenn ue 60 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median undivided, painted, or raised median) with bike lanes on both sides 13. Street Width and Alignment 34' 34' 17' raised median (width, feet — straight or curved) 14. Street Length 1.08 mi 1,430 1,329 2,759total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Madison Street P PA between Avenue 58 and Avenue 60 LOCATION: 39 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * IDS]Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Calle Chonchita/Madison St Date of Radar Measurement 10/20/16 Time of Radar Measurement (24 hour) 9:OOAM-9:53AM 50%ile (mph) 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (62%) Average Speed (mph) 45 Number of Samples Observed 220 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date TE 2341 State Keg CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Miles Avenue DATE: 9/7/16 P between Washington Street and Jefferson Street TIME: 9:55 OBSERVER: Nicolle Spann LOCATION: 40 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5, Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade None Driveways on South (at grade, dustpan, etc) side only, ck school crosswalk crosswalk 7. Pedestrian Traffic in the Roadway without No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential Residential School located on (residential, commercial, office, etc) South side just East of Dune Palms No offsets TS at Washington, 9. Intersection Spacing and Offsets Seeley, Adams, (spacing, feet -offsets, yes or no) Dune Palms, Jefferson & Ped X- ing 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 2 lanes with a bike 4 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median undivided, painted, or raised median) with bike lanes on both sides 13. Street Width and Alignment 36' 36' 20' raised median (width, feet — straight or curved) 14. Street Length 1.66 mi 5,094 6,494 11,588total 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Miles Avenue C between Washington Street and Jefferson Street LOCATION: 40 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Miles Ave N/O Harland Date of Radar Measurement 11/28/2016 Time of Radar Measurement (24 hour) 3:16 PM — 4:07 PM 50%ile (mph) 85%ile (mph) 39 46 10 mph Pace (% of Vehicles) 32-41 (56%) Average Speed (mph) 39 Number of Samples Observed 243 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.44 per MVM Accident Rate Acc/MVM Actual 0.05 per MVM PART IV: ADDITIONAL REMARKS Closest to 85' percentile speed RECOMMENDED SPEED LIMIT 45 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street between Avenue 52 DATE: 8/31/16 TIME: 4:15 P and Avenue 54 OBSERVER: Nlcolle Spann LOCATION: 41 kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None Dirt (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No sidewalks (yes or no) 8. Adjacent Land Use Residential Agriculture, vacant (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets Stop @ Avenue 52 &Avenue 54 (spacing, feet -offsets, yes or no) 10. Pavement Condition Satisfactory Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 1 lane 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a raised median undivided, painted, or raised median) with bike lane on the west side onl 13. Street Width and Alignment 33' 15, 10' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 3,855 3,134 6,989total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed on both sides (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street C between Avenue 52 and Avenue 54 LOCATION: 41 Direction Bi-directional ❑ Northbound' ❑ Eastbound ❑ Southbound ❑ Westbound' iRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement Carmela at Avenue 53 Date of Radar Measurement 10/17/16 Time of Radar Measurement (24 hour) 3:25PM-4:08PM 50%ile (mph) 85%ile (mph) 42 48 10 mph Pace (% of Vehicles) 37-46 (56%) Average Speed (mph) 42 Number of Samples Observed 225 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Munoz Date TE 2341 State Registration NUM CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street between Avenue 54 and Airport Boulevard DATE: 8/31/16 TIME: 4:15 OBSERVER: Nicolle Spann LOCATION: 42 C aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on West sidewalks (yes or no) side only 8. Adjacent Land Use Agriculture Residential, vacant, (residential, commercial, office, etc) agriculture 9. Intersection Spacing and Offsets No offset Stop at Airport Blvd (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 1 lane 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a raised median undivided, painted, or raised median) with a bike lane on the west side only 13. Street Width and Alignment 33' 15' 10' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 1,864 1,761 3,624 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street P between Avenue 54 and Airport Boulevard LOCATION: 42 Direction ART Bi-directional ❑ Northbound * ❑ Eastbound * ❑ Southbound ❑ Westbound' II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 56-590 Monroe St Date of Radar Measurement 10/18/16 Time of Radar Measurement (24 hour) 2:50PM-3:36PM 50%ile (mph) I 85%ile (mph) 42 50 10 mph Pace (% of Vehicles) 36-45 (50%) Average Speed (mph) 42 Number of Samples Observed 222 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street between Airport Boulevard and Avenue 58 DATE: 8/31/16 TIME: 4:10 OBSERVER: Nicolle Spann LOCATION: 43 C 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? SIB NIB Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None dirt (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on West sidewalks (yes or no) side only 8. Adjacent Land Use Residential, vacant Commercial, vacant, (residential, commercial, office, etc) agriculture, commercial 9. Intersection Spacing and Offsets No offsets Stop at Airport Blvd (spacing, feet -offsets, yes or no) &Avenue 58 10. Pavement Condition Satisfactory Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes, with a bike 1 lane 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a painted median undivided, painted, or raised median) and a bike lane on West side only 13. Street Width and Alignment 33' 15' 10' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 1,318 1,207 2,525total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal location location CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street PA between Airport Boulevard and Avenue 58 LOCATION: 43 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound RT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 57-225 Monroe St Date of Radar Measurement 10/18/16 Time of Radar Measurement (24 hour) 3:40PM-4:34PM 50%ile (mph) 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (64%) Average Speed (mph) 45 Number of Samples Observed 214 Posted Limit (mph) 55 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 state Kegtstratton CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street between Avenue 58 DATE: 8/31/16 TIME: 4:10 and Avenue 60 OBSERVER: Nicolle Spann LOCATION: 44 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Unpaved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None Dirt (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalk on West sidewalks (yes or no) Side 8. Adjacent Land Use Residential, Resort Vacant, agriculture, (residential, commercial, office, etc) industrial 9. Intersection Spacing and Offsets No offsets Stop @ Avenue 60 (spacing, feet -offsets, yes or no) &Avenue 58 10. Pavement Condition Satisfactory Satisfactory (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 2 lanes with a bike 1 lane 3 lanes, divided with 12. Channelization (# of lanes, divided, lane a raised median and undivided, painted, or raised median) bike lane on the west side onl 13. Street Width and Alignment 36' 15' 17' raised median (width, feet — straight or curved) 14. Street Length 1.00 mi 907 892 1,799 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No (yes or no) 19. Street Lighting No No CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Monroe Street C between Avenue 58 and Avenue 60 LOCATION: 44 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound ART II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 59-002 Monroe St Date of Radar Measurement 10/19/16 Time of Radar Measurement (24 hour) 9:05AM-10:22AM 50%ile (mph) 85%ile (mph) 45 52 10 mph Pace (% of Vehicles) 41-50 (65%) Average Speed (mph) 45 Number of Samples Observed 219 Posted Limit (mph) 55 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 1.16 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Date TE 2341 State Registration CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Palm Royale Drive between Washington Avenue and Fred Waring Drive DATE: 9/7/16 TIME: 9:45 OBSERVER: Nicolle Spann LOCATION: 45 Q 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved, unpaved 1000' west of Fred Waring 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade (at grade, dustpan, etc) Yes Yes Sidewalks on both 7. Pedestrian Traffic in the Roadway without sides, uncontrolled sidewalks (yes or no) crosswalks at school S. Adjacent Land Use Residential, vacant, Residential, school (residential, commercial, office, etc) school 9. Intersection Spacing and Offsets No offsets TS at Washington (spacing, feet -offsets, yes or no) St &Fred Waring 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 1 lane with a bike 1 lane with a bike lane 2 lanes, divided with 12. Channelization (# of lanes, divided, lane a painted median undivided, painted, or raised median) with bike lanes on both sides 13. Street Width and Alignment 56' (width, feet — straight or curved) 14. Street Length 0.59 mi 1,730 1,293 3,023total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes (yes or no) 19. Street Lighting No Yes North side only CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Palm Royale Drive between Washington Avenue and Fred Waring Drive C P LOCATION: 45 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound ART II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 400 Palm Royale Drive Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 7:10 AM — 8:15 AM 50%ile (mph) I 85%ile (mph) 30 36 10 mph Pace (% of Vehicles) 26-35 (60%) Average Speed (mph) 30 Number of Samples Observed 212 Posted Limit (mph) 30 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12131/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Moderate pedestrian traffic and uncontrolled crosswalks RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date titate TE 2341 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12131/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Moderate pedestrian traffic and uncontrolled crosswalks RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date titate TE 2341 PART IV: ADDITIONAL REMARKS Moderate pedestrian traffic and uncontrolled crosswalks RECOMMENDED SPEED LIMIT 30 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date titate TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Park Avenue DATE: 8/31 /16 Lo between Avenue 50 and Calle Tampico TIME: 1:35 OBSERVER: Nicolle Spann LOCATION: 46 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics No driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Avenue 50 (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 1 lane with a bike 1 lane with a bike lane 2 lanes, divided with 12. Channelization (# of lanes, divided, lane a double yellow undivided, painted, or raised median) stripe and bike lanes on both sides 13. Street Width and Alignment 40' (width, feet — straight or curved) 14. Street Length 0.51 mi 928 1,094 2,022 total 15. Average Daily Traffic Collected on 10/18/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal location I location CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Park Avenue PA between Avenue 50 and Calle Tampico LOCATION: 46 Direction Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 50-100 Park Avenue Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 7:30 AM — 9:30 AM 50%ile (mph) 85%ile (mph) 35 40 10 mph Pace (% of Vehicles) 33-42 (67%) Average Speed (mph) 35 Number of Samples Observed 115 Posted Limit (mph) 40 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.90 per MVM PART IV: ADDITIONAL REMARKS Closest to 85f" percentile speed RECOMMENDED SPEED LIMIT 40 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). noz Date TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Sagebrush Avenue between Washington Street and Date Palm Drive DATE: 9/7/16 TIME: 10:35 OBSERVER: Nicolle Spann LOCATION: 47 C kRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade, residential (at grade, dustpan, etc) many 7. Pedestrian Traffic in the Roadway without No Sidewalk on North side only sidewalks (yes or no) 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Washington St (spacing, feet -offsets, yes or no) 10. Pavement Condition Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light 12. Channelization (# of lanes, divided, 2 lanes, undivided undivided, painted, or raised median) 13. Street Width and Alignment 36 (width, feet — straight or curved) 14. Street Length 0.25 mi 160 741 901 total 15. Average Daily Traffic Collected on 8/30/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover Yes Yes Parking on both sides (yes or no) 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Sagebrush Avenue between Washington Street and Date Palm Drive L P LOCATION: 47 ❑ Northbound* ❑ Southbound Direction Bi-directional ❑ Eastbound * ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 78-555 Sagebrush Ave Date of Radar Measurement 8/3112016 Time of Radar Measurement (24 hour) 7:00 AM — 9:00 AM 50%ile (mph) 85%ile (mph) 23 27 10 mph Pace (% of Vehicles) 18-27 (83%) Average Speed (mph) 23 Number of Samples Observed 105 Posted Limit (mph) 35 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 25 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 A RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 25 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 25 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between Fred Waring Drive and Palm Royal Drive DATE: 9/7/16 TIME: 9:40 OBSERVER: Nicolle Spann LOCATION: 48 P ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -grade At -grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No sidewalks (yes or no) 8. Adjacent Land Use Residential, Vacant, School (residential, commercial, office, etc) Commercial 9. Intersection Spacing and Offsets None None (spacing, feet -offsets, yes or no) 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Moderate Moderate 12. Channelization (# of lanes, divided, 3 lanes 3 lanes 6 lanes divided with undivided, painted, or raised median) a raised median 13. Street Width and Alignment 36, 36' 15' raised median (width, feet — straight or curved) 14. Street Length 0.43 mi 17,758 17,544 35,302 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover None None (yes or no) 19. Street Lighting None None Only at TS CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street (NB) between Fred Waring Drive and Palm Royal Drive P PA LOCATION: 48 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 43-576 Washington Street Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 8:20 AM — 8:50 AM 50%ile (mph) 85%ile (mph) 44 1 51 10 mph Pace (% of Vehicles) 41-50 (58%) Average Speed (mph) 44 Number of Samples Observed 277 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 1 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.06 per MVM PART IV: ADDITIONAL REMARKS Closest to 851i percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between Eisenhower Drive DATE: 9/7/16 and Avenue 50 TIME: 11:20 OBSERVER: Nicolle Spann LOCATION: 49 RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None None No driveways on (at grade, dustpan, etc) both sides 7. Pedestrian Traffic in the Roadway without No No Sidewalk on East sidewalks (yes or no) side only 8. Adjacent Land Use Residential Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Avenue 50, (spacing, feet -offsets, yes or no) Sagebrush & Eisenhower 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 40' 40' 13' raised median (width, feet — straight or curved) 14. Street Length 0.68 mi 11,808 13,188 24,996 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between PA Eisenhower Drive and Avenue 50 LOCATION: 49 Direction Bi-directional Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound' kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 49-500 Washington Street Date of Radar Measurement 8/31/2016 Time of Radar Measurement (24 hour) 9:07 AM — 9:37 AM 50%ile (mph) 85%ile (mph) 46 1 52 10 mph Pace (% of Vehicles) 42-51 (68%) Average Speed (mph) 46 Number of Samples Observed 225 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 2 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.11 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Vanessa Munoz / Date CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between DATE: 9/7/16 C TIME: 11:05 Avenue 50 and Calle Tampico OBSERVER: Nicolle Spann LOCATION: 50 aRT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal No No 2. Vertical Yes Yes Crest Vert. Curve 3. Superelevation (%) 3% 3% 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, Residential (residential, commercial, office, etc) commercial No offsets TS at Avenue 50, 9. Intersection Spacing and Offsets Calle Tampico & (spacing, feet -offsets, yes or no) Village Shopping Center 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 3 lanes with a bike 3 lanes with a bike 6 lanes, divided by 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 38' 38' 16' raised median (width, feet — straight or curved) 14. Street Length 0.49 mi 10,983 10,244 21,227 total 15. Average Dail Traffic 9 y Collected on 9/1/16 16. Traffic Flow Characteristics Moderate Moderate (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between Avenue 50 and Calle Tampico P M. LOCATION: 50 Direction ART Bi-directional ❑ Northbound* ❑ Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 50-921 Washington Street Date of Radar Measurement 8/30/2016 Time of Radar Measurement (24 hour) 9:37 AM — 10:21 AM 50%ile (mph) 85%ile (mph) 42 49 10 mph Pace (% of Vehicles) 41-50 (51%) Average Speed (mph) 42 Number of Samples Observed 218 Posted Limit (mph) 50 RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 2 Midblock Expected-StatewideNear 1.17 per MVM Accident Rate Acc/MVM Actual 0.18 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Number CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between Calle Tampico and DATE: 9/7/16 P Avenue 52 TIME: 11:10 OBSERVER: Nicolle Spann LOCATION: 51 ART I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? S/B N/B Notes es or no 1. Horizontal Yes Yes Horizontal Curve 2. Vertical No No 3. Superelevation (%) None None 4. Shoulder Conditions (paved or unpaved) Paved Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade Driveways on West (at grade, dustpan, etc) side only 7. Pedestrian Traffic in the Roadway without No No Sidewalks on West sidewalks (yes or no) side only 8. Adjacent Land Use Commercial, Residential (residential, commercial, office, etc) residential 9. Intersection Spacing and Offsets No offsets TS at Calle Tampico (spacing, feet -offsets, yes or no) &Avenue 52 10. Pavement Condition Good Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light Light 3 lanes with a bike 3 lanes with a bike 6 lanes, divided with 12. Channelization (# of lanes, divided, lane lane a raised median and undivided, painted, or raised median) bike lanes on both sides 13. Street Width and Alignment 38' 38' 17' raised median (width, feet — straight or curved) 14. Street Length 0.27 mi 6,909 6,706 13,615 total 15. Average Daily Traffic Collected on 9/1/16 16. Traffic Flow Characteristics Light Light (heavy, moderate, light) 17. Uniformity with the Community Yes Yes (yes or no) 18. Heavy On -Street Parking Turnover No No No parking allowed (yes or no) on both sides 19. Street Lighting Only at traffic signal Only at traffic signal locations locations CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Washington Street between Calle Tampico and PA Avenue 52 LOCATION: 51 Direction Bi-directional ❑ Northbound' ❑ Eastbound ❑ Southbound ❑ Westbound' kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement City Hall Date of Radar Measurement 8/3012016 Time of Radar Measurement (24 hour) 10:27 AM —11:09 AM 50%ile (mph) 85%ile (mph) 42 48 10 mph Pace (% of Vehicles) 40-49 (59%) Average Speed (mph) 42 Number of Samples Observed 208 Posted Limit (mph) 50 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-Statewide/Year 1.17 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 50 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa Date State TE 2341 CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY Westward Ho Drive STREET: (Eastbound) between Dune Palms Road and Roadrunner Lane DATE: 9/7/16 TIME: 10:20 OBSERVER: Nlcolle Spann LOCATION: 52 C 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No 2. Vertical Yes Crest Vert. Curve 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics None (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No Sidewalks on both sidewalks (yes or no) sides 8. Adjacent Land Use Residential, vacant (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Dune Palms; (spacing, feet -offsets, yes or no) Stop at Roadrunner 10. Pavement Condition Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light 1 lane 2 lanes, divided with 12. Channelization (# of lanes, divided, a painted median undivided, painted, or raised median) with bike lane only on north side 13. Street Width and Alignment 52 (width, feet — straight or curved) 14. Street Length 0.22 mi 1,287 15. Average Dail Traffic y Collected on 8/31/16 16. Traffic Flow Characteristics Light (heavy, moderate, light) 17. Uniformity with the Community Yes (yes or no) 18. Heavy On -Street Parking Turnover No No parking allowed (yes or no) on both sides 19, Street Lighting Only at traffic signal location CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY Westward Ho Drive STREET: (Eastbound) between Dune Palms Road and P PA Roadrunner Lane LOCATION: 52 Direction ART Bi-directional ❑ Northbound * ® Eastbound * ❑ Southbound ❑ Westbound II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 79-621 Westward Ho Drive Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 9:00 AM — 10:21 AM 50%ile (mph) 85%ile (mph) 33 37 10 mph Pace (% of Vehicles) 28-37 (85%) Average Speed (mph) 33 Number of Samples Observed 101 Posted Limit (mph) 35 .RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Accidents Midblock 0 Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 35 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). TE 2341 Date CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Westward Ho Drive between Roadrunner Lane and Jefferson Street DATE: 9/7/16 TIME: 10:15 OBSERVER: Nicolle Spann LOCATION: 53 C 4RT I: HIGHWAY & ROADWAY CHARACTERISTICS Sight Distance Obstructions? E/B W/B Notes es or no 1. Horizontal No 2. Vertical No 3. Superelevation (%) None 4. Shoulder Conditions (paved or unpaved) Paved 5. Profile Conditions (grade,%) 6. Commercial Driveway Characteristics At -Grade, many residential driveways Driveways on both sides (at grade, dustpan, etc) 7. Pedestrian Traffic in the Roadway without No Sidewalks on North sidewalks (yes or no) side 8. Adjacent Land Use Residential (residential, commercial, office, etc) 9. Intersection Spacing and Offsets No offsets TS at Jefferson; Stop at Roadrunner (spacing, feet -offsets, yes or no) 10. Pavement Condition Good (good, satisfactory, poor) 11. Truck Traffic (heavy, moderate, light) Light 1 lane 2 lanes, divided with 12. Channelization (# of lanes, divided, a painted median undivided, painted, or raised median) and bike lane on North side 13. Street Width and Alignment 52 (width, feet — straight or curved) 14. Street Length 0.29 mi 1,287 15. Average Daily Traffic Collected on 8/31/16 16. Traffic Flow Characteristics Light (heavy, moderate, light) 17. Uniformity with the Community Yes (yes or no) 18. Heavy On -Street Parking Turnover No No parking allowed on both sides (yes or no) 19. Street Lighting Only at traffic signal location CITY OF LA QUINTA ENGINEERING & TRAFFIC SURVEY STREET: Westward Ho Drive PA between Roadrunner Lane and Jefferson Street LOCATION: 53 Direction Bi-directional ❑ Northbound* ® Eastbound * ❑ Southbound ❑ Westbound kRT II: PREVAILING SPEED MEASUREMENT Location of Radar Measurement 79-805 Westward Ho Drive Date of Radar Measurement 9/1/2016 Time of Radar Measurement (24 hour) 10:25 AM — 11:48 AM 50%ile (mph) 85%ile (mph) 32 1 37 10 mph Pace (% of Vehicles) 27-36 (80%) Average Speed (mph) 32 Number of Samples Observed 100 Posted Limit (mph) 35 ,RT III: ACCIDENT RECORDS Time Period Evaluated 1/1/2012 TO 12/31/2014 Number of Midblock 0 Accidents Midblock Expected-StatewideNear 2.39 per MVM Accident Rate Acc/MVM Actual 0.00 per MVM PART IV: ADDITIONAL REMARKS Closest to 85th percentile speed RECOMMENDED SPEED LIMIT 35 MPH May be used in cases where two or more separate roadways are provided. CERTIFICATION: I, Vanessa Munoz, do hereby certify that this Engineering and Traffic Survey within the City of La Quinta was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic). Vanessa TE 2341 State Registration APPENDIX B Radar Speed Distribution Forms 2017 Engineering and Traffic Survey City of La Quinta ENGINEERING AND TRAFFIC SURVEY CITY OF QUINTA • • 1: . • •Y: MONDAY TIME PERIOD:• 11 . TO 1 ` • • `DAMS DARBY ROAD TO FRED WARING DRIVE OBSERVATION POINT: YORKVILLE COMMUNITY OBSERVER: CARLOS SUNNY POSTED • 41 MPH DRY ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL• mmLIMITS ' • • ' ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu0WEATHER: ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0ROAD ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu000MMENTS: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 • 1 • 1 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Quo Filename: 01-Radar Adams_Bt_Darby _FredWaring.xls 11/23/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF QUINTA • • 1: • • •Y: MONDAY TIME PERIOD:1 1 ` TO ` • • `DAMS DRIVE TO MILES AVENUE SUNNY POSTED SPEED LIMIT: 40 MPH DRY ROAD CONDITION: FAIR DATA • • • • RADAR TOTAL SURVEYED® ' .1 ' ' ' ' 1 ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu0WEATHER: ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0ROAD ■■■■■■■■■■■■■■■■■■■■■■,■■■■■■■ uu000MMENTS: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ©©©©©©©©©©©©©©©©©©■■■■■■■■■■■■ ©©� 1 • 1 •1 1 1 ©©©©©©©©©©©©■■■■■■■■■■■■■■■■■■ uu® ©©©©©©©©©©■■■■■■■■■■■■■■■■■■■■ uuIIIIIIIIIHIIIIIIII ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Quo Filename: 02-Radar_ Adams_Bt_FredWaring_Miles.xls 11/23/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF QUINTA • • 1' • • • ` • •: 3:05PM TO •' • • `DAMS HIGHWAY 111 TO AVENUE SUNNY POSTED • LIMIT: 45 MPH DRY ROAD CONDITION: FAIR DATA • • • • RADAR TOTAL SURVEYED m®LIMITS • • • ' ' ' • ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu0WEATHER: ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0ROAD ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu000MMENTS: ©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ©©©©©©©©©©©©©©■■■■■■■■■■■■■■■■ uu�' • 1 • 1 `i 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Quo Filename: 03-Radar_Adams_Bt_HwylIl_Ave48.xls 11/23/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 10-19-16 DAY: WEDNESDAY TIME PERIOD: 7:30AM TO 8:59AM LOCATION: AIRPORT BOULEVARD SPEED (MPH) TOTAL VEHICLES P A C E LIMITS (BTN): MADISON ST TO MONROE ST OBSERVATION POINT: 81-251 AIRPORT BLVD OBSERVER: CARLOS WEATHER: SUNNY POSTED SPEED LIMIT: 55 MPH ROAD SURFACE: DRY COMMENTS: ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL VEHICLES SURVEYED EB WB 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 X 1 0 1 0 0 0 0 0 0 X 0 1 1 X X X X X 4 1 5 X X X X X 3 2 5 X X X X X X X X 4 4 8 X 0 1 1 X X X X X X X X 4 4 8 X X X X X X X X 4 4 8 X X X X X X X X 5 3 8 X X X X X X X 2 5 7 XXXXXXXXXXXXXXXXXX 10 8 18 XXXXXXXXXXXXXXXXXXXX 9 11 20 X XXXXXXXXXXXXXXXX X 12 6 18 X X X X X X X X X X X X X X X X X 10 7 17 X X X X X X X X X X X X X X X X 9 7 16 X XXXXXXXXXXXXXXXX X 7 11 18 X X X X X X X X 5 3 8 X X X X X X X X X X X X X 9 4 13 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND X XXXXXXX X 4 5 9 X X X X X X X X X X X X X X X X 7 9 16 X X 0 2 2 X X X 0 3 3 185TH %: 54.1 53.5 53.8 M.P.H. X 0 1 1 50TH %: 49.2 48.3 48.8 M.P.H. 15TH %: 44.4 43.0 43.7 M.P.H. 10 MPH PACE: 42 - 51 42 - 51 42 - 51 M.P.H. % IN PACE: 75% 68% 72% % OVER PACE: 25% 24% 24% % UNDER PACE: 0% 8% 4% ARITHMETIC MEAN: 49.23 48.25 48.75 M.P.H. SAMPLE VARIANCE: 22.05 25.49 23.86 STANDARD DEVIATION: 4.70 5.05 4.88 M.P.H. VARIANCE OF THE MEAN: 0.20 0.25 0.11 STD. ERROR OF THE MEAN: 0.45 0.50 0.33 M.P.H. X X 1 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 109 104 213 Filcnamo: 04-Radar_Airport _Bt_Madison_Monroc.xls 12/5/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 8-30-16 DAY: TUESDAY TIME PERIOD: 1:20PM TO 2:31 P M • • CALLE • TO AVENUE 52 OBSERVATION • • 1 AVENIDA BERMUDAS • : • SUNNY POSTED 1 LIMIT: 25 MPH DRY • ROAD CONDITION: FAIR DATA COLLECTION• • RADAR TOTAL VEHICLES SURVEYED mmLIMITS ' • .1 ' ' ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0WEATHER: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0ROAD ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Quo Filename: 05-Radar_ AvenidaBermudas_Bt_CalleTampico_Ave52.xls 11/23/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 11-28-16 DAY: MONDAY TIME PERIOD: 12:18PM TO 12:43PM LOCATION: AVENIDA BERMUDAS SPEED (MPH) TOTAL VEHICLES LIMITS (BTN): AVENUE 52 TO CALLE ARROBA OBSERVATION POINT: 52-301 AVENIDA BERMUDAS OBSERVER: CARLOS WEATHER: SUNNY POSTED SPEED LIMIT: 40 MPH ROAD SURFACE: DRY COMMENTS: ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL VEHICLES SURVEYED NB SB 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X X 2 0 2 XXX 3 0 3 0 0 0 X X 2 0 2 XXXXXX 4 2 6 XXXXXX 4 2 6 X X X X 3 1 4 XXXX 3 1 4 XXXXXXXXXX 3 7 10 X X X X X X X X X X X 7 4 11 P NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND XXXXXXXXXXXXXXXXXXXX 8 12 20 XXXXXXXXXXXXXXXX 7 9 16 XXXXXXXXXXXXXXXX 8 8 16 A XXXXXXXXXXXXXXXXXXXXXXXX 11 13 24 C 85TH%: 46.9 43.9 45.5 M.P.H. XXXXXXXXXXXXXXXX 6 10 16 E 50TH%: 40.7 39.7 40.2 M.P.H. 15TH%: 34.6 35.5 35.0 M.P.H. 10 MPH PACE: 35 - 44 36 - 45 36 - 45 M.P.H. % IN PACE: 67% 81 % 73% % OVER PACE: 23% 5% 12% % UNDER PACE: 10% 14% 14% ARITHMETIC MEAN: 40.75 39.69 40.21 M.P.H. SAMPLE VARIANCE: 35.09 16.40 25.68 STANDARD DEVIATION: 5.92 4.05 5.07 M.P.H. VARIANCE OF THE MEAN: 0.33 0.15 0.12 STD. ERROR OF THE MEAN: 0.58 0.38 0.34 M.P.H. XXXXXXXXXXXXXXXX 7 9 16 XXXXXXXXXXXXXXXXXXXX 9 11 20 XXXXXXXXXX 3 7 10 XXXXXXXXXX 5 5 10 X X X 1 2 3 X X X X X 2 3 5 X X 1 1 2 XXX 1 2 3 X X 1 1 2 X X X X 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X 1 0 1 X 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T66-1 111 217 Filcnamc: 06-Radar AvcnidaBcrmudas Bt Avc52 CallcArroba Nov.xls 12/2/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF QUINTA DATE: 8-30-16 DAY: TUESDAY TIME PERIOD: 11 15AM TO 1:15pm • • D' LA FONDA (BTN): DESERT CLUB • - TO WASHINGTON OBSERVATION • • 1 AVENIDA LA FONDA • : ' ' • SUNNY POSTED • 1 MPH ROAD DRY ROAD CONDITION: FAIR COLLECTION• RADAR TOTALmmLIMITS ' • .1 ' ' ' ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu0WEATHER: ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■ uu000MMENTS: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ uu0DATA ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Quo mm� Filename: 08-Radar_ AvenidaLaFonda_Bt Deser[C]ub_Washington.xls 11/23/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 10-18-16 DAY: TUESDAY TIME PERIOD: 10:30AM TO 12:30PM LOCATION: AVENIDA MONTEZUMA SPEED (MPH) TOTAL VEHICLES LIMITS (BTN): CALLE POTRERO TO CALLE ENSENADA OBSERVATION POINT: 54-400 AVENIDA MONTEZUMA OBSERVER: CARLOS WEATHER: SUNNY POSTED SPEED LIMIT: 30 MPH ROAD SURFACE: DRY COMMENTS: ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL VEHICLES SURVEYED NB SB 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 1 1 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 0 0 0 0 0 0 0 0 0 0 0 0 185TH %: 32.9 30.5 31.7 M.P.H. 0 0 0 P A% C E 50TH %: 28.4 27.5 27.9 M.P.H. 15TH %: 23.9 24.4 24.1 M.P.H. 10 MPH PACE: 23 - 32 24 - 33 23 - 32 M.P.H. %IN PACE: 77% 94% 86% %OVER PACE: 16% 0% 10% UNDER PACE: 7% 6% 4% ARITHMETIC MEAN: 28.39 27.47 27.89 M.P.H. SAMPLE VARIANCE: 19.12 8.81 13.63 STANDARD DEVIATION: 4.37 2.97 3.69 M.P.H. VARIANCE OF THE MEAN: 0.34 0.13 0.11 STD. ERROR OF THE MEAN: 0.58 0.37 0.33 M.P.H. X X 2 0 2 0 0 0 X 1 0 1 X X X X 4 0 4 X 1 0 1 X X X X 1 3 4 XXXXXXXX 1 7 8 XXXXXXXXXX 7 3 10 XXXXXXXXXXX 4 7 11 XXXXXXXXXXXX 9 3 12 X X X X X X X X 3 5 8 X X X X X X X X X X X 4 7 11 X X X X X X X X X X X X 2 10 12 X X X X X X X X X X X X X X X X X X 6 12 18 X X X X X X X X X 4 5 9 X XXXX X 3 3 6 X X 1 1 2 X 1 0 1 X 1 0 1 X 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 56 66 122 Filcnamc: 09-Radar AvcnidaMontczuma Bt CallcPotrcro CallcEnscnada.xls 12/5/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 10-18-16 DAY: TUESDAY TIME PERIOD: 12:35PM TO 2:35PM LOCATION: AVENIDA MONTEZUMA SPEED (MPH) TOTAL VEHICLES LIMITS (BTN): CALLE NOGALES TO AVENIDA MADERO OBSERVATION POINT: 52-920 AVENIDA MONTEZUMA OBSERVER: CARLOS WEATHER: SUNNY POSTED SPEED LIMIT: 30 MPH ROAD SURFACE: DRY COMMENTS: ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL VEHICLES SURVEYED NB SB 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1 1 1 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 0 0 0 0 0 0 0 0 0 0 0 0 185TH %: 32.2 30.0 31.2 M.P.H. 0 0 0 P A C E 50TH %: 28.5 27.0 27.8 M.P.H. 15TH %: 24.8 24.1 24.4 M.P.H. 10 MPH PACE: 23 - 32 21 - 30 23 - 32 M.P.H. % IN PACE: 89% 92% 89% %OVER PACE: 9% 8% 6% %UNDER PACE: 2% 0% 5% ARITHMETIC MEAN: 28.48 27.03 27.78 M.P.H. SAMPLE VARIANCE: 12.76 8.03 10.92 STANDARD DEVIATION: 3.57 2.83 3.30 M.P.H. VARIANCE OF THE MEAN: 0.20 0.13 0.09 STD. ERROR OF THE MEAN: 0.45 0.37 0.30 M.P.H. X 1 0 1 X X 1 2 0 2 X 1 0 1 0 0 0 X 1 0 1 X X X 1 2 3 X X X X X X X 5 2 7 X X X X X X X 6 1 7 XXXXXXXXXXXXXXX 8 7 15 XXXXXXXXXXX 5 6 11 XXXXXXXXXXXXXXX 7 8 15 X X X X X X X X X X X X X X 5 9 14 X X X X X X X X X X X X X X X X X X X 9 10 19 X XXXXXXX X 5 4 9 X X X X X X X X 4 4 8 XXXXX 3 2 5 X X X X 1 3 4 X X 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 60 124 Filename: 10-Radar_ AvcnidaMontczuma_Bt_Cal lcNogalcs_AvcnidaMadcro.x is 12/5/2016 ENGINEERING AND TRAFFIC SURVEY CITY OF LA QUINTA DATE: 11-28-16 DAY: MONDAY TIME PERIOD: 2:05PM TO 3:09PM LOCATION: AVENUE 47 SPEED (MPH) TOTAL VEHICLES LIMITS (BTN): WASHINGTON ST TO ADAMS ST OBSERVATION POINT: 78-900 AVENUE 47 OBSERVER: CARLOS WEATHER: SUNNY POSTED SPEED LIMIT: 40 MPH ROAD SURFACE: DRY COMMENTS: ROAD CONDITION: FAIR DATA COLLECTION METHOD: RADAR TOTAL VEHICLES SURVEYED EB WB 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 XXX 0 3 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 0 0 0 X X 1 1 2 X X X X 1 3 4 XXXXXXXXXXX 4 7 11 85TH%: 37.0 37.8 37.4 M.P.H. XXXX 2 2 4 P A C E 50TH%: 33.0 33.3 33.1 M.P.H. 15TH%: 28.9 28.7 28.8 M.P.H. 10MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. %IN PACE: 77% 78% 77% %OVER PACE: 19% 16% 15% %UNDER PACE: 4% 5% 8% ARITHMETIC MEAN: 32.96 33.25 33.10 M.P.H. SAMPLE VARIANCE: 15A5 19.46 17.23 STANDARD DEVIATION: 3.89 4.41 4.15 M.P.H. VARIANCE OF THE MEAN: 0.13 0.18 0.08 STD. ERROR OF THE MEAN: 0.37 0.42 0.28 M.P.H. 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X X X X X X 3 3 6 P A C E 50TH %: 31.0 32.6 31.8 M.P.H. 15TH%: 26.5 28.1 27.2 M.P.H. 10 MPH PACE: 28 - 37 29 - 38 28 - 37 M.P.H. %IN PACE: 69% 75% 71% %OVER PACE: 7% 8% 10% %UNDER PACE: 24% 17% 19% ARITHMETIC MEAN: 31.03 32.58 31.77 M.P.H. SAMPLE VARIANCE: 19.29 18.43 19.38 STANDARD DEVIATION: 4.39 4.29 4.40 M.P.H. VARIANCE OF THE MEAN: 0.20 0.21 0.11 STD. ERROR OF THE MEAN: 0.45 0.46 0.32 M.P.H. 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MORI■■ M■■■■ MI■■■■MIMI WMEME■■ ■■■■M ME■EM= WIN ■■MI.■E■..■EM.■■MINI �MMMMMMMMMMM..MI.■ 5 j Speed Direction: �, 0 [Sp d Direction: 3 ®■■■■■ ■■■■■ ■■■■■■ MITE ■m■■■ ■■■■■ ■■■■■■ m■■■■■ ■■■■o ■■■■■ ■ MIZE■■■■■ ■■■■■ ■■■■■■ mER■■■■■■■■■■■■■■■ EME n■■■■ ■■■■n m■■■■■ ORE mmm■■ ■■■■■ ■■■■■■ ®E IENESM■■■■■■■■■■■ CNN: R■■■■■■■■■■■■■ MRIMT'►_19"ORO ph ioi1■■■ ■■■■■ ■ ®M■■■R ■■■■■ ■■■■■■ ■ �■■■■■ ■■■■■ ■■■■■111M MIZE■■■■■■■■■■■■■■■■ m■■■■■ N■■■■ ■■■■■■ iL■■■■■■ ■■■■■ ■■■■■■ 111�111■■■■■ ■■■■■ ■■■■■■ EME■■■■■ ■■■■■ r■■■■■ ®■■■■■ ■■■■■ ■■■■■■ ©g■■■■ ■■■■■ ■■■■■■ ■■■■■ ■■■■■ ■■■■■ ■ ]ME ■■■■■■■■■■■■■■■INS mm■■■■■ ■■■■■ ■■■■■ ■ CY Speed Direction: �'9 L Speed Direction: r� IL w ®■■ ■■ ■ ■■ ■■ ■ ■ ■■■ ■ M IWIM m■E■MM ■M■MM ■■MM■ ■ IWIM m■M■MM MMEM■ MMM■■■ ® ■ ©'i■■■■ MM■■M MM■■MM mmmomum ■■■E■ ■E■■■■ ■SIMNOURO M■■■■ ■■■E■ ■ WIN ® m►.:1o►Nn ■■MM■ ■■■MIN ■ MEN IWIM USE 1!I■■■ ■■MIN■ MINIM■■■ oc,■■■M ■■■■■ ■■MOM■■ WIN M■M■■■M■■■■MM■■■ MM IMM■■M MM■■■ ■MIN■■■■ ■m■■■■■M ■■■MIN ■■■■MM tom■■■MM■■■■MIN■■MMIMIM m■■■■M ■■■■M M■■■■■ WIM■■MMMMMMIM M■IMMM o■■■MMM■■■■M■■■■MIN QE■■■■■■MM■■■■■■■■ ESE ■■O■■M■■MM■■M■M■ IWE■M■■MMM■MMM■M■M■ IWIM■■■■M■■■EMM■■■M■ �■■■M■■■■/M■■■M■■ ®■ IWIM ■ EM■■■■■■ ■■■■■ ■■■�■■ WIMMEM■MMEMEM■IEEMINS WIM■■M■M■■■■■NEMIMM■ WIMMOME■ ■M■■M ■MIME■ ■■ ©00WIMM ■MEMO MEM■MIME ®EGG/■A■ OEM■■ MIME■■ waammom ■E■■■ ■EM■MIMM MEmmqq■ ■E■E■ MIME■■ mm� umnmm 1mo■E■■■■ m���i�G���1■EEO ■■■■■■ WIMOG4 OKI,t:1ORRO■E■■■■ ®E'a■■■■■■■■■■■■■■■ OM■■■■ M■■■M ■■■■■■MIN WIN ME■■■ME■■M■■M■■■■ ■■■■■■■■■■■■■■MIN m■■■■■■E■■■■E■■EIME WIN MM■■■M■EME■■M■■■M MMMMM■■MM■MM■■■MM■M WEI■MM■■■EEO■■E■■■M MEM■■■M■M■■■■■■■■■■ !fIM■■■■■■■■■■■■■■■■ ESE M■■M■ ■■■■M OMMIE■ ■m■ ■MEMO MM■■■ ■■ME■ N■ Jf a a Speed Dlnml,an: /g LL [Speed Dlractian: w ®MM■ME■EEMMMMIMMM■ OWN ■EM■M ■■M■■ ■M■■EIMM WIMM■ME■ E■■■■ M■■■■■ WIN M■M■■ EM■■■ ■M■MMIMM WIN M■■■ME■M■ME■■ME■ mm■■■■■M■NEMMIMM■M■ ®■■■■■E■■■■■■■■■■ ®MM■■■E■■■N■M■MM■ ®M■■■MEM■M■MEMEM■ WIMM■■■■■M■M■E■MMM■ ®h■■ENNEEME■■MEMO �■►_/I�MME ■■MIME E■M■■■■ MMIN ®►1►�4►3■■ ■■MIME ■■IMMIM■ MKINFA 1�/` RM 1U■■■ M■■■■ ■ WINnomom 0404F14RE■■OEM■ ®►'/►.t�/ti �>.1 MIME■■ ■■MIME■ IWErM► om■EMO■M■■■M■ IWIMem■■■ ■N■M■ ■■MM■ IME m ►.f►,l►SE■ ■■■■■ ■■E■■ ■ mPINIMME■■■ME■ME■■■ WIN ME■E■NEEME■IMM■M■ WE►raWaE■M■■EMM■■■■■ WIM■■■MN ■MIME■ M■■■■■ mM■■ME■M■MNM■■IMM■ m■■■M■M■■MEM■M■M■ mM■■■ME■EMEEIMIM■M■ IWIM■■■■■■■■■■■■■■IM■ ®M■■■M■■MIME■EIMEM■ iIMMMMM■ ■■■ME ■IM■IMMIME m■MMM■ ■IMEM■ ■MEME■ WIMMEMIM■■■MME■■M■■■ WIN MEM■EEM■■MEME■E■ WIMM■■ME ■■MEN ■ENEM■ ©AIM■M■ E■■IM■ ■■MIMM■ IME ®►.BEM■■■IMMIM■■IM■■■■ *W►.t1 �►:,1 r10 ■■■ M■■EM ■ WIM mr:1: rt►:1� �:lI�I.�M■ ■IMIM■■■ 1:tn►, oe ■MIME■ EMEME ■ mF el.�lil:�l.� 1:1►:�r:�►:�r:1 ■■■■M ■ ®*Q1 MW*E■■■E■NEE■ W?■M► mm omgmm ■MIME■■ MmoKI1:/►CI* ►.MMEM M■■■■■ �� �F /t►1►:1■ ■OMEN ■EOM■ ■ WIM N■■ME MM■MM ■■MIME ■ WIMM■■E■ ■MMM■ ■MM■ME �M■ME■■MEME■■EMEIMM WIN MEMEE■E■■■■■EMIMIME WIM■MMMM ■■■M■ ■SEEN■ WIMM■M■EMIMM■M■■■■EN WIMMIM■M■E■MEEE■■■E■ i r, 71 -.- Speed CY Direction: �)& 12 Speed Direction: � � T ®■■■■■■■■M■■■■■■MIN mM■■■■M■■■M■EMME■ mM■■■■ M■M■M ■ME■■O EI7■E■■■ ■■■■M■MEME■ MUM ■EM■MM■■MME■■■E■ ®NOMMIM■■MM■M■■■E■ mMEM■■■M■■■ ■EMMEE �aa�■■ ■M■■■ ■■■■■ ■ ®O► ■MMM■E■■■■■M■■ m►�i�■■■ ■■■■■ ■MMEMS !.��►�!��1 SEEM ■MME■■ ■mM�.���! � � ■■■■■ ■MOM■■ ■■■■■ EMEME MMEEM■ �■■■■■■ ■■■■■ ■■■■■■ OMO■ME■ ■■■E■ M■■EM■ ■■■■■ ■EMEM EMEME■ ©■■■■■ ■MMEM EMEMEIMM ®■■■■■ MMMMM EMEMEMMI ■■■■■ MMEME MEMEMIME ■■■■■MEMMEMEMEMMIN m■■■■■ ■ESE■ ■■■E■■ "MEOM■ MMEME MEMO■■ WESEEM■ MEME■ ■MEME■ m//■■■■ ME■EM ME■E■ E ®IEEE■ ■■■■■ ■■■■■■ ■■.�.►.1■■■ ■■■■■ ■■■■■■ UUMM■ ■E■■■ M■MEMO mmgM■■ ME■■■ ■■MMM■ BRIER//■M MMMM■ ■EMEM■ �ENERKIKRV G■M■■ MM■M■■ p B H..■i■■i■■i■■...■■■■■■■■■MRENOMM .■■■■ ■■■■■ ■■EMI ■■■ MMENMOE WOMEN ■EEE■M ®EMM■AMM■EMEMM■■■ ®■■■■■■ii■■�■■■■INIM ®■E■E■■MM■EMEM■NINN ®M■EM■ ■OEM■ ■■MINA NEE ►.�■E■■■EMEE■OM.■■ ®0 JEAME■ ■OEM■ ■■N■■INE MIMMOSIMM ammG mms NOES■ NOSES� m►_i��.i�1■ ■■■.■ ■■.NEE m! iprAKI■■ SEMEN MENNE■ INEDIRIPARNOWMEMO■MM■E■■ WE WITINOM Noon NEON MEN! �►1i�F:1ir.� Ir:�G1■■■ ■i■■■■ � �� fGi����' 1rw1� IFS � :ice■■�■ ®M■ME■■RE■■■O■O■■ cams■■O■ ■iii■ Miiii M m■R■■■■■■sR■O■■■■ �M■MM■■■■■■■■■■.■ �NEOOomEE■lNEmE■E ®MMMM■ ■MM■■ ■MM■M■ ®M■AM■■■EM■■E■NOE m■M■MRMMEMOMMME■■ �■■■■■ ■OEM■ ■M■■E■ m■M■M■NM■■■M■■■■■ M�7E■■■■ ■M■.■ ■N■■■�, �EMEM■■■M■■■ME■■■ ®ME■■■■E■E■OMM■NM ®NOMM■ OMEN■ ■■E■EIME i�,■ ■E■■■ ■E■■■R "MOMM■ ■EENO ■E■NEMMI � 22EMA OMEN■ NEEEM■ MMIMNURN■ ■ME■■ REAM. 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F:��■■■ SEES■■ m �t�■':�■ ►:IEEE■ SEES■ ■ m FAHLIKIM SEEMS ■■■M■ ■ ice► ��■■■ SEES■ SEES■ ■ m�►�r��■ SEES■ SEES■■ m���-!�■ SEES■ SEES■■ m►,►��►�►� ��a■■■ ■SEEM■ ai Speed Direction: U. ®SEES■ MEMME SEEM■■ m■SEE■ ■M■■■ ■■■■■M mMMMM■ MMM■■ ■MMMM■ mE■EM■■MEM■■MME■■ mM■MM■EMEM■EM■■M■ 0ME■MEEMEME■■E■M■ m■EM■E■■■■■■■■EM■ ®■E■■■M■■■■MME■E■ mME■M■■■■ME■■■EMM ®ME■EM■■M■■EMME■IMM m■MMMM■■■■■E■■MMMIN ®M■■■M■■■■■■MMM■MIN m■■■■■■■■■M■M■M■■ m■■■■■ ■■■■■ ■■■■M■ WE■M■■■ ■■E■■ ■■MrM■ ®■MM■■ ■EMS■ ■MM■M■ ®■M■■■ ■■M■■ ■MM■M■ ®MMMM■ ■M■■■ ■M■■M■ ETEMEMM■ ■M■■■ ■E■■MM ®■■MEM ■■■M■ ■ESE■■ �EMEM■ ■MMM■ ■ESE■■ "M■MM■MM■■■■■■■MM m■MMM■MMM■■■■■■MM MEM■M■■■ ■MM■■ ■■M■MM MUM mF/■■■■■■■■■E■E■M m MMMME ■MM■■ ■■■MMM m/�t�1�1�►�1!■■■■ ■■SEE■' mMMM■■■EME■EEM■■■ �`i����l�■ ■■SEE ■■■■■� m►'t►./►��■■ ■■MM■ ■■SEEM WEBoomm ■■■M■ ■M■■■■ WEum on MOORE EMEMMM ®SEES■ SEES■ SEES■ ■ ■■■■■ SEES■ SEES■■ m■■■■■ SENSE SEES■■ '� SEES■ SEES■ SEES■ ■ ©SEES■ SEES■ SEES■ M WIN M■■■■■M■■■■M■■■M mME■M■EMM■■■■MMEIMM �M■■■M■MMME■■M■■■ ®■■■■EMEM■■M■ME■■ ®MM■■M■■E■■MEME■■ m■■■■M■■■MEM■■M■■ MEN MMMM■■■■■EM■MME■ WE■EM■M■EMMEM■MME■ WEME■■■ ■M■■■ ■MEM■■ mEM■■MM■MM■EM■EEME! MMMMM■M■■MEM■■M■ME■ mEM■ME■M■M■■■■MM■ mCra■MM SEE■E M■M■■■ mommoM■E■■MM■NEM= mME■AI■■MM■MEMM■■■ M /M mmmag ■■■■■ MEM■M■ maim 1m�1ME■■■■EMS■■ MMEmclmag WOW M■■■■■ m► ��:��i►�r ��iG��1�/ SENSE ■ Q Speed Direction: LL ®MEMMMMMM■MOMMMN■ mM■■M■ ■■■E■ ■M■EMM m■EME■ ■EME■ ■■MEMO mM■■■OM■EME■■M■M■ WIMEME■OM■EME■■■ME■ ®EME■EM■EME■E■EM■ ®MM■■MM■NE■E■■■M■ ETIM EMEME ME■E■ ■■EME■ ®MM■MEM■■ME■MMMM■ mMM■MMMENEMEMEM■■ ®ME■■MEME■EEMMEM■ mMEMEMEME■EEMEME■ WIM■■■■■■■■■■■■■■E■ WIM■■E■■■■M■■E■■■M■ ®MM■MM■■M■■■■■■ME ®M■■■■■■■■■■■■■M■ ®■■■■■OME■■■■■OMM WEM■■■OMM■■O■■■■■M ®EMEM■ MM■■■ ■■MEMO ®M■■■■ MOON■ ■■■■■■ mMM■■EMEMEMOM■■■MIN m■MMMMOM■M■M■■■■M "MM■MEM■■■■EM■NEM WIM ■M■ME ■■■■M M■■■M M l:MEMMM■ OEM■■ ■■■■M■ mROMM■ ■■■■■ ■■EOM■ EMEmmuL_1■ ■ENE■ ■■■E■ ■ mN■►.7RO ■■MOM MMM■M■ ESIM MIN WIM MIN WIN IME ®SMM■■ ■EN■■ ■EN■■M WEMENNOMMEN■OMEN■■ WIN■NEE■■■■■■■■■■E■ WEMM■M■■EE■■MEM■MMIN mEMEE■■EME■■MME■MIN ®MEME■EEMME■EMEMMIN ®MEME■■M■ME■■MEM■ mM■■MOMMM■EM■MMEM ®N■■M■■■■■■■MM■■■ m■M■ME■■■■■■■■M■■ mM■MMO■■■E■OMM■E■ mME■E■EEM■■MMM■E■ ®M■■■O■■■MEN■■EM■ ®■E■MEM■E■■ME■EM■ WIS■M■■■M■EMM■M■■M■ ®■■■E■OMMMN■■MMIN■ mMEM■■MM■MO■EM■■M ESE ■MMM■ ■M■E■ ■EM■MM W■MME■■NE■MO■OM■■MIN WIMM■■■■ M■■■■ ■M■■E M WIM■■■■■MM■NO■M■■MM �MEN■M■EE■■MEN■MIME, WE giMMENOMMEMOMMEM ■ mMOME■■■ENEN■MM■■ mi►'+'om■■ MEN■■ ■■MO■ ■ mllc nm� OMEM■■NE■■ ml i►i�'�!�� �_�i�►�N MOON■ ■ mF_i �►r► ��►_���C.i►.7�i1�■MMN Direction- (A) ®■■■■■ EMEMM EMEME■ ■■■■■ EMEME MEMEM■ ME■■EEMEMME■EMO■ WIN m■mEMMmomom■mo■n mMEMm■MEM■■ME■EMIME ■■■MM■■OEM■OEM■■ ®Mmmm■ ■mmo■ ■m■m■M mMmmm■ ■mmm■ ■■■m■n ®MEME■ E■ME■ ■OMM■■ ®MEMEE MEM■E MMMME ■ ®MEMME MEMEM EE■■E■ EM■MEME■ EMEME ■ME■E■ ©MEMEM EMEME ■ME■■ ■ ®m■M■■ ■■■m■ MMMMo■ �m■m■■■■■m■■m■mm■ ®■EMEEMEM■EEMEME■ m■■MMEEME■EMEMEM■ EMS /1MM■■ EME■E EMEME■ mWNEE■OMENS ■■mmo■ moUMEM EMEM■ ■ME■E■ WIN mmmom■■mmo■mm■■■ tUIERENER IMENEMSENSE■ INEMORWER■■o■o■■EOE■■ SUMEM■EOEM■ 11111111011111 ®MEME■EE■EEMEMEM■ ■NM■■ M■MEM E■EME_ mm■mm■ ■mom■ ■mm■mo ■■■■■ ■mono ■mmom■ m■■■■ME■■ME■E■EMo ®■MEMO■EMMEM■EEMM MIN MEMMO■M■M■■EE■E■ ©ME■Eo■■■ME■EME■■ m■EME■■M■■E■M■■M■ MEN OMENS ■■M■■M■NEM■ moo■■OM■EM■E■E■E■ �ommmM■m■■■■m■om■ ®M■E■■ OMEN■ ■MME■■ ®n■■m■O■■mm■■mom■ ■E■■■ ■■EEO ■■■■■ o m■nmo■■o■mo■m■■mn ® ■o■■■ ■m■■O ■■mmmo m om■■■ ■moo■ ■■■mom mM■MMO■ME■OMMEME■ �MMMEM■MMEME■■EEO m �i�! i��! ■■■MM ■noon ■ MIN RIEV!E■■■■m■■■■M■o ETM num■■■■■m■■moo■M NZEono■■■mmo■mm■■mo MIN 11FAURI1tR ►LRNEN R■■■■■■ INEMENRUNm mM►O►OREEEO■■■ ��ioEm■ ■■mE■ ■■moon Speed v Direction- I lug ®■■■■M MM■■M ■E■■■■ mM■E■■ ■■■■■ ■■■SEE mME■EE MEEME ■EEMEIME MITIM ■■■■■ ME■EE ME■EM E m■■■■■MM■■■■E■■E■ i■���■■�■ SEES■■ MEN EM■EMM■■■■■■■■■M ®ME■MEMEE■S■M■■■M ■■■■■■■■■■■■■■■■ MIN ®MEMMMMMME■EEEN■MIN 11111EME■■MENESEEMEEE 11T7ME■■E EMMEE ■EE■E■ ■■■■■ SEES■ ■■■E■■ ®M■■■■ ■ENE■ ■ESE■■ MEIN SEEM■ ME■EE MEMEM■ ®■EME■ EE■■■ ■SEEN■ MEIN ■E■EEME■NEMEMEN■ ®■■■m■■■M■■■■■■E■ ■■■■■ SEES■ ■■■■■IME ®SEES■ SEES■ ■■SEEM m►_�■MM■■■■■■■■■■■■ �lt:1■■■ ■SEEM ■E■■M=' MCIM►► ��t■■■ SEES■ ■■■■■� � �ir�'1�tta1■ SEES■ SEES■ ■ m�i�il�l�! i k:1■t�E■ SEES■■ !'�l�6�t�1t3■ ME■■■ SEES■■ 0 ►�1�F�►� ■E■■■ SEES■ ■ m �iF:1� E �� �1� ���■ SEES■ ■ WON MERRIER NNERSNE i WMt:1■M m����i�1r� �v■■■ ■MESS■ MIN mEEE■■ME■■ESEEME1111110 mM■■■■MOONS M■■E■E m■M■■■■■■■■M■M■MIME ©■■■■■■■■■■M■■■■E ®EMEM■MEMEEME■EEINIM m■■■■■■■■■EE■M■E■ ®■■■■■■■■■■■■■■nE mME■EEME■EEME■■EIME m IME 117111■■■■■ ■■■■■ M■■■■IME mMEMEE■EEMEMEME■IME ■■om■■■mm■■■o■■INIM ®■■m■■■■■m■■■m■■■ ®SEES■■ESE■■■■■■■ ®E■■a■■■■M■■■■M■M ■■■■■ ■■■■■ ■M■■■■ am■■■■■■E■EMMENUS ■ ®■■■M■ M,E■E ■SEE■■ mM■■■■■■■■■■M■■■■ mE■■E■■o■m■■■■■■■ 0�:!!■E■ ■SEES SEES■■ m ounno ■■■M■ M■■■■ ■ mmommo■■■M■■■■■■■ m�.�,�1��r`,� SEES■ SEES■■ ���M:�l.1�� r:►'��■■SEE■■ ■ ■�1���1:�■ SEES■ SEES■■ m 1'.�1��.!le�:� ����■■ SEES■ ■ ■�►�Cd►'�P�►� !�■■■■ SEES■ � ����%!�,� ►':©��!�■ SEES■ � to �7 v Speed Direction: I U. ®MME■MEMEMEME■MEMIN m■■■■■■■■■■■■■■■m mM■MMEMEM■■EMEEM■ mMEM■EMEM■ME■E■N■ WIMMEM■NEMEM■MMEEM■ �MENEMMMENNNNNOO■ ®■■M■■■■■■■■NNN■■ ®r■■■■■■N■■■M■M■■ WIN MEMMEMEMEMEMNNE■ mNM■M■MEEMMN■M■MMINI ® N■■■M MM■■M OMMEMMINI NEENN EEMEN OMEN■■ ® ■MN■■ ■■N■■ ■NNNE■ W7 MIME■■ ■MEMO ■EMME■ WIN ■■■MEMME■■EMENE■ WIN ■■■M■EME■■EME■E■ MEN ■■■MMEME■■■MEMO■ MEN A■■NEE■ENE■NEE■■ WIMM■■M■MM■■E■EME■■ WIMM■■■■M■E■■MEOEM■ MEN E■■■MEMM■EM■■■N■ WIN* 0KN■■■EM■EMEMM WIN oa►i1!■■■EM■ENEEM m■ �l!�!�?i►�l� /�JI�IE/►_�ill�►:/MOON■ WIM ■r�►.�►-�►:�r<►���►��►� T� ►�■■OEM WIMMR _ VE ■ENE■ ME■■M■ mMr UEEME■■EMEMMM■ a mMEE■■OMENS ■M■■M■ ■■■■■ ■NENN NEEME■ mE■■■■ ■■■E■ NM■■E■ ®■■■■■■■■■■■■■■■■ ©MMEM■EMMM■MMMMM■ ®■■■■M■■■■■■■■■■■ ■■■■■NEMMEMEMEM■ ®■■■■■MM■MENEMEM■ 0M■■■ME■MM■MEEM■■ ®M■■■■ OEM■■ ■■■■■■ mMEM■■■■MME■EMEM■ mME■■■■■MME■EEME■ ®01MEME ■■EEO EMOEM■ ®a■■E■ ■E■MM EMMEM■ EMEE■■■■■MEMMEMMEN■ M 1MmoeG'lo N0000 RMENEM M�ME4*m►an■■■■■MONO■■ m ►'fammu tan■■■ M■■■■ ■ m 1 �EI►h ��'1 ri■■■■ M■■E■ ■ EMrN /m►. il■■■■■■■N■■M C Speed Direction: N U MMIM KOM11UNHO■ ■IN■■■ MINIM■■■ MKIM ■ ®1INI■RIP9IMMt■■■■IN■■■■ ®�_IOWNILI ■ININ■■ MINIM■■■ ®MVEiER■M■■■■■■■■MIN �1'r!■M ■■■■■ MINIMMIMIME ®MIN■■■■■■■■■■■■■■ MEOW ■■■■■M■■■■OMENS M ®/i■■■■ ■MIN■■■■■■■■ m■■■■■■■MMMM■■MIMM ml�■NINI■ M■■EM ■■MINIM■ ■■■■■■■■■■■■■■■■ !;'� ■■IMIM■ ■■■IN■ ■■■■MIN m■■■IN■ ■■■■■ ■■MINIM■ mMMIM ■■■■■M■■■■■■■■■■ ■■■■■■■■■■■■■■MIN SEE ■ ®■ ETIM ® ■ m�1►►1■■ ■■■■■ ■■■■■ ■ ®G 9HIM■ ■■■■■ ■■■■■■ ®►NRINIMER R5■IM■M ■M■MIN■ ®Gib■■■■■■■■■■■■■■ m■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ MMIM mM■■M■■■■■■■■■■■■ f� v Speed Direction: i IT mEE■■E■EENEE■ENEMIN mEE■■■EMIE■EE■N■■E mE■■■NINN■■■■■NENN EMM ■EMI■E ■■MIEN ■E■ENE ®■ENNN E■EE■ ■■E■INE ®■E■■NN■■■■■■■■■■ ®■■NIN■■■■E■■NMI■EE MMER11■■■■■■■■■■■■■E ®■ENE■■■■■EN■■■N■ m■EMI■■NEE■■■INE■E■ EME Goomm ■EMI■■ ■■■■EMI mERAN/!■N ■EMI■■ ■IN■■■E mid►��1/:1�►�■■■■ ■■■■■■ m�1►1►_��►- ■■MIFF ■■■■■■■ EME00 1h!0■■EMI■ ■E■■E■ ®► � ■►�►�1G'� 1�1 ELF 1 � i►�/ �1►:/��1�11:/ ■ WEU KI IkeF.F4004,�4■■■■■■■ ®E`/1. OK0 MENE■ E■■■■■ �7/:/F;�111�1� ►�I�:1�/►.i/.'1 ■■MIME■ INCOMWENER■■N■■MI■■■■EMI■ mAREME ■ENE■ ■■■■EMI INCOMER►5NWIM ■EMI■■ ■■MIN■■ m ►:/►_�1�1MIN E■E■■ ■■■■■ ■ WEEE■■NE■E■■■NNE■MIN INEMM►MERMINIM■EMI■■E■E■■■ m0■■■■■E■■MMMEEE■ WNFUH1■EEOMENS ■■EMI■■ WEMENE■■■NMI■■E■■NMIN mNE■E■■■■■NE■■NN■ �E■■EMI ■■■■■ ■■■■■■ EMS INE■E■NE■EE■E■EN■ MIN N■NMI■ N■E■■ N■■NEIME ©0EE■■ ■■MINE ■■■EMI■ ®MI■■EMI■EMI■■■■■■■■ mE■IN■■■E■E■EINEMIE■ "MENE■ ■EN■■ EN■■■ ■ m►�►:i/�►:1�i �i■■■■MIN■■■■ m 1lP��t.!■■ ■■EA■ ■E■MIN ■ 0y:11`.�►:��il/ ►�,�■tad■ ■■■■■■ ®►Tip:/Klee, M■■■■ NEN■■ ■ 1:Ita1404'►,i k�F47Irl0 1►1■■■■■ m M ���1►�i�!■ ■FINE■ ■■NEE ■ MIN m 1 �/_'_�/_ 1:! ►:iEi�ii �� ■■■EMI ■ MMIN■■■■E■■E■■■■■E■MIN !� ��i�■■■ ■■MIN■ ■■■■■ ■ EMERK _IEEMOON■■ENE■■ �r■MIE■■■INE■■NMI■■■ �E■■IN■■■E■■NEIN■MIE m►�/■■EMI ■■■■■ ■■■■■ ■ mEEN■■ ■■■■■ N■■■■ ■ mIN■EMI■NEE■■■■■■■■ KME■EE■■■■N■■■■EINIMM ®E■MMMM■MMEMMMMM■ mMMEEMMMMMOMMMEM■ ■MEMMMM■ ■■■E■ ■■■s■MIN mM■■EEMMMME■■■■MMIN mMmMEN MEME■ M■MEEME mMMEEN ■EME I M■■EE■ ®►I/MMMM ■■ME■ MIME■■■ MEN ME■EM■■■E■■E■E■M ®nomm■ ■■■■■ ■moms■ � �/cif:/�►�►� �:'i►1F:/■■ ■■■m■ � ® 0}.!►_RaME■EMM■■■MIN ■CMMUMM■ ■■■MIN SEEN■■■ o■��■■■■■■■■MM■■■ oMEM■■EEME■■Em■■r■ oM■■E■MME■■■mE■M■ Em■E■E■ ME■EM ■M■EM■ MMMMMIMMM ■E■■M ■■■EMS■ MMMM■■■■■M■M■■M■■E■ mM■■■ME■MEMM■M■■MIN EMEM■M■■MM■■■EM■■■IME -- ®m■■■■mm■mE■mm■m■■ EMS ME■MMEMMEMOMM■Eo EMS MEMEM EMEM■ EEME■ ■ mMEMEM EEEM■ EM■■■■ M EME■EMM■MMMMM■EMIN MMEMEME■ ME IMA MMIMINIMMM ®MMMM■MEMM■EMM■MIME ®&40MMM■■■E■MENE■= m �11./1:�■■ /MIME■ ■EEEE ■■ ®Qr:eom■■mm■■■■■■■ m► �y:��:�,� ■E■E■ ■■■■■ ■■ MIN mQ 0*v■■ME■■MMME■■ Mar �Uy /mm ■■■■M EM■■■IME MMMV :►' i4m ■■■■M NOMINEES! K3mQ0 . mK MEMOS ■■MIN■■ imp►_/►:.�r_��: r�:►:1�_<}: ■ ■MM■E ■ INE 1:1/;�1:�■ ■■MIN■ ■■■■m �M EME MME■M ■MMM■ M■■■M ■■ m ■Mto■■ MEM■■ ■■MM■ ■■r mM■omM■■MEM■■MEE■ mME■MEM■■EME■Mo■■■ oMEmo■M■■EEM■/■■■ oMM■■M■■■M■■oEMM■ mEMM■■■■■MENoMM■■ MMMMMM■■E■■MMsoM■■M■ IOMmm■■ ■■mm■ ■mMm■m mmm■mM■m■■■/mmmm■M IoEMMMMM■■■MMM■MMMMI P f o Speed Direction: A LL ®■■■■■■■■■■■■■■■■ MEN M ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ o m■o►N!�■■ ■■■■■ ■■■■■S ERIE MIN ®MERN23% REW■■ s■■■■ ■ ®URIN VE2ROQUt:■■■■■■ m oo ►!�'la;l K■s■■ ■■■■■ ■ MEMMEQUERME ■■■■■ ■■■■■■ ®RIEN■■■■■■■■■■■■■o ®■■■■■■■■■■■■■■■o ®■■■■■■■■■■■■■■■■ ■■■■■■■■■s■■■■■■ m■■■■■■■■■■■■■o■■ m■■■■■■■■■■■■■os■ m■■s■■s■■■■■■■■■■ MMIM■o■■■■■■■■■■■■■■' m■■■■s■■■■o■■■■■■ MEN ■■■s■■■■■■■■■■■■ MEN ■■■■■■■■■■■■■s■■ MUIM■■■■■■■■■■■■■■■INS 1111111■■■■■■■■■■■■■■■■ !TIN■■■■■ ■■■■■ ■■■■■■ m■o■o■■■o■■■■■■■MIN WEIIIIIIIIIIIIIII MMM■■■■■■■■■■■■■■■■ EMS ■ ■ ■■ ■ ■ ■■ ■■ ■ ■■ ■■ ■ MEN ■■■■■ ■■■■■ ■■o■■ ■ mnomm■■■sssn■■■■■ m�rr.'li��l�■■■■■■ ■■■■■■ IME ©■■o■■■■■o■s■o■■■ mo■■o■■o■■■■■■o■■ 111111■■■■■■■o■s■■■■■■ m■■■■■■o■s■■■s■s■ ■■■■■ sons■ ■■n■■ ■ �o■■os■■■■■■■■■■INS m■o■■s■■s■■■■o■■n m■■■■■■■■■■■■■■■■ m■■■■■■■o■■■o■■■■ wm■■■■■■■■■■■■■■■■ MIN ■o■■■■■o■■so■■■■ 0■■■■■■■■■m■■■■■■ m■■■■■o■■■■■o■■■■ m■■■■■■o■■■ss■■■■ m■o■■■oo■o■s■■o■■ 0■s■■■■■■■■s■■■■■ ■■■■■■■■■■■■ m■■■■■■■■■■■■■■■■■■■■ MEN MEN■E■■NE■■EEN■ME! m■EN■■■■■■E■■N■■ME! WEM■■■■■■■■■■■EE■ME! WEM■■■■■■■■■■MME■ME! ®■E■M■■EEM■■■■E■MMl ®M■■■■■ME■■■E■■■m EN■■■E■NN■■M■M■■■ME! MEN ■■■■■O■■■■■■■■■ME! m■■■EM■■E■N■■■MEME! ®■■■■■■■EEO■N■■MMMl WEREE■■ ■NEE■ ■E■E■MMl IWE■■■■■■■EE■OE■■■ME! MESEI:IN■■■■MEE■■E■E■ME! ®t3►2■■■■E■■■■■N■■■ ���1/■■■■■■■■■■OEM■ ®►.REQU■■■■E■NEE■■■ mRUNNO■M■■■■E■■MME! m RURUMM EM■E■ ■■■■M■ 1�► ENORIE1&1/:!■■■N■■■ 11coll ERINKNNs0 ►4FAIG1■w 11■■■■ ■ ME011019NESE391 ES H50M ■■■■■■ ►.�■►�■■ ■■■■■ ■MOOD ■ !ice MUMEN_4 ■E■■■ M■MMEM mGREEN ■ENE■■■■EMEM! mOuMEN OMENS ■■OEM■ mVAlla rimOMEN■■NNEM■ m ■NE■■■■ME■M■■■■ME! WEN■■■M■■■■■■■■■■■ MEN M■■■■■E■■M■EM■E■ MEN ■■EEM■N■■M■M■■■ME! mM■■N■■■M■■■■■■■■ WE■■■N■■E■N■MON■■ME! ®■■N■■■M■■■■E■■■ME! MEN ■■■E■■N■■M■N■■■■ MEN MEN■M■■■■■■■■ENME! m1i■E■■■ENE■MESON ME! MMEmoo■■ ■O■■■ ■■■N■ ■ WE MO►ORE ■NE■■ ■N■■■ ■ mPIFU >UM■EN■■■E■■■■ MEE MIUMEM ■■N■■ ■OM■■ 1MM MENOWWA■■■■NE■■■N■■■ mRIGU► Ell■■■■■■■■■■■ m 1�1AN►U■ ■■N■■ ■■N■■ ■ �►400,Pri 1■EN■■■EN■■■ m►�1�1.1►:F� ►.1�1■■■ ■■NE■ ■ ►'i►.�►1►� 1530r1mp/WRENN■ MEMMIU EM ■E■■■ ■MEMO■ M r.WOR ONE ■E■■■ ■N■■■ ■ ®MEMO■■M■M■■■■■MEE WEM■E■■ MM■M■ ■M■■■■ "MMMMM MMMM■ ■MM■■■■ ■ MMMMMMMM■MMMMEMMMMI WMMMM■MMM■■MMMM■ME ■MMMMMMM MMMEM ■ME■■N ®M■■■MME■■■ME■M■■ mME■■MM■■■■M■■■■■ ®ME■■■MENE■M■■■■MIN mM■■■MME■E■ME■EMMIN mNINM■MM■■EOM■■■M■ INEMIRR■M■■M■■E■■NNESE 0RIE3IMM MM■■■ ■E■EM■ mEIr31110M ■M■E■ ■■■NMMN ®ENCIENE210 ■MEMO ■■MN■ E ®Nir3:3EN■ ■NMM■ ■■ESE M INE311EIEME110MENE■M■NE■= ®F.Viri!M■ME■EM■■M■■■ INEOM!P!MM■ MEEEM ■■■■■■ INISMMENE■■■MMEMEMOS MIN ME3111 R■MEME■EM■■■■■M INEDNI► EINJIMM■E■EM■MNMEM ��l3t� 11.E �iG�!��■■ ■■■■■� m UMNOM MMMM■ ■M■MNE m■©��L'�E�#5�M ■MEET■ QUEEN ■■N■M■■ !'011 11E:1r vA MENEM ■MEME■ ®MEM■NE■■MM■■MMMrE WIN ME■■■EM■MM■■EM■MIN WIN ■EMO■ ■EME■ ■M■■S■ WIN ■EE■■■EME■M■■MEMIN WIN EEEM■■■ENM■MEMNIM■ OEM ■■■SE■MMMEME■■■MIN WIN ■E■■M■MM■MM■M■EMIN WIN ■■■S■ ■■■M■ ■MM■■E m■■M IR ■■■M■ MM■■E■ ®■MNMMEMEM■E■■■■■■ WIN ■ENEMSEMEN MO■M■MIN ■NM■■■MEM■NM■■■■ mEM■M■■MM■■MM■■E■ WIN ME■■■ ■M■■■ ■E■M IMIN WIN MEM■■ M■NEE MEEME■ ®OMM■■■■EME■EMEM■ WIN MiMM■■MEE■OMMEMMIN M�MEMG2li■ OMENS ■M■■E■ Em►ilalatam ■ESE■ ■M■MEE WMENN32,►0SEMEN M■NEMMIN m R13KIPIrd 061t !■■ OMENS ■ mMRIEHHHOMMM■■ES■M■ mm. onsMEN■M■■NEMIMM W■ mmumM ■MM■■ ■MMMM MGM o Speed Direction• ■■■■■MEMEE■E■ME■ mM■O■■■■■■■■■■■■M mM■E■EM■M■■■■■■MIME m■■■■■ ■MM■■ ■■■■M■ mM■■■MMMM■■E■MMM■ ■■■■■■■■■■■■■■■■ ®M■MMM■EMME■MMMM■ ®■■■■■■■■■■■m■■■■ ®M■■■■ ■■ME■ ■■■MME �mMMMM■MM■EEM■■MM■ ®■■■MMM■■E■■■EA■MIN ® mMlMME MMM■■ ■M■MM■ �E►A:1M■ ■■■■■ ■M■■M■ m■OMM■ ■MM■■ ■■■■M■ �NUMM■ ■M■■■ ■■■MM■ MMERUM■■M■MM■■■M■MIME ®EG1 1M■M■■■■■■■■MIME EME002ME■■EMU■M■■■IME ®U■MI■■ ■M■MEMM■■MMIN INEDE►.INNI1►IM■ ■MOM■ ■■■MMM ESE ■■MIME ■■■■■ ■MOM■■ m■NINHI■M■■■■■M■O■M !;�■ ■G't►�l3G'1 �4■■■■ ■■■■EMI �7OF:1►_7t�■ MENEM ■■■■■ ■ �',�F`i►�F��'1►� �7E/MIME ■■■■M■ m032 t►0EEM■■■■■ME■ mr�fal■E■■■■■■■■■EMI MMM"mmmM■■M■■■M■■MMIN m ENIIIN3■ M■■■M ■■M■■ E: MMMMAIMM■ ■M■ME■■■■M■ �EE■■M■EMME■EMEMMIN M■■■■ ■■M■■ ■■M■■ ■ MMEM■■■■■■M■■■■■ME■ MMEMEM■M■■■■E■EME■■ mM■■■■■■EMMEM■■M■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ©■■■■■■M■■■■■■■■■ ®■■■■■■■■■■■■■■■■ mME■■M■ME■■■■■■E■ mME■m■ Eamon ■E■EM■ mWEIM■■■M■■■E■■■■■. 0MEMAINE■■■MEE■■N■ ®ME■EE■■M■■■E■EM■ ®EIMEME ■E■E■ ■M■■EMIM MMMIN':lti■■ ■■■EMI ■■OEM■ M7 MUZK ►AWMEMO■■EO■■E m�.�G!■■ ■MMIM■ M■■■■■ MENEMMIM 1111916RESt5N1 !: EMAIM MM■■■i■ �F� ��i■t1ri��1�i!aft�1'�!i1!:1E■ mG5:.9':i 9202FRIl■■EMI■■■ m� 1�'�i■■ M■■■■ MIME■■ ■ m-%ImRm !■ ■■M■■ M■■■■ ■ PMEENEVEH EI ■OM■E ■EMI■■■ <3 O Speed Direction: ' uLU. Speed Direction: 9l13 LL ®EME■MEMMENNEEMMMM mEM■■NSEMEN NMMMMM ®EMEMEM/MEMEMEMM■■ Em MENEM MENEM EMEME■ ®MMMMEMMMMEEM/MM■ ■ MME■MEMME■■EMEME■■ MmMMME■■ ■MMM■ MMMMM■ �MEMEM■MEMMEMMEMIMM MEMnom■EM■ES■■■E■■■ m*00MMEMEMENEMMNE■ MCMNUM■■ NNMMM ME■EM ■ MMMmvnGrN' MENEM SM■E■ ■ m■ mEM MEMUM.NE■ ■ME■■ ■EEMMMM MOM►: ► �► W1. 1: GFLIMN ►aMEM■■ MMMm*MM■ M■■■■ MMMM■MMI ®MEMEMEMEMEMEMEM■ MMMM■■M■ SEMEN ■■■■■■ mMME■EME■M■■EEE■■E �NEMEMENEMENE■MME■ ■�EMEME EMEME MMMME■ "WOMEN MENEM EME/E■ ■MM■EME■ EEMEN ■M■ME■ ©EMEMM EMEME ME■■M■ MMME■E■■ EEMME ■EMM■■■ MMMNMMMM MENEM ■EN■■■ ®E■■■■ MENEM SEES■■ mMMMENNEMEMMEMME■ mEMEN■ MM■NE ■MEEN■ ■�■■■■■ ■NEE■ MEMNM■M mm■■■■■■■■■EM■im■M mMMME■MM■EMEME/E■ mMrAMMENM■EMMMMMM■■ wmMENEM SEEMS MENEM ■ oAM■ME ME■■■ ■EMME■ IME �M��.Gi�� � SM/M■ ■FEES r■E MOM pv*rom MENEM MM■■M M mGiG1�//►i�'a /��►fit</�■ ■■/■M■ mo k6vRmK nuamm MENEM ■ IME MEN mmagV � �EMMM M■MME■ ■M■MEEMEEEMEMMMM IME ©■■■MEMEMMMM■■■EMIN m■■M■M■EEMEE■MEM■ m■■M■M■■■■■EE■■EIME MMIM E MMIM M m■■■■M■■■■■M■■■E■ ®■■■M■ M■■■M ■MIME■ ■ pAERTIM■ ■EEEM ■■■■■INE mE 4■! EM M■■■M ■■■■M MMI �i��►�■■ ■MIME■ ■■■■■■ ■■■■■ MMMME M■MEMM mMMEMM■MMEE■MMEMMIN EM■■EM■■ENE■M■■E■M MMIMKMMMRMM■MMMmMMM■ ©MMMMM■M■■■EMM■M■ ®EMEE■E■ME■MEEMEMIN mM■■M■E■M■■E■■■ME ®EMEM■ ■ENE■ ■■EEMM m■MM■■ ■■MIME ■MM■■■ ®■■■■■ ■MME■ ■ME■M■■ ■�■■M■■■M■■�■■■■■■■ ■■■ME■EMM■■E■■■IMM EMEMMMMM MMMIM■ E■ME■M mMMMEM■E■■MM■■U■■ m-MM■■ ■M■■■ M■M■M■ �■■MM■■■ME■■M■■M■ �� /EME■ EE■E■ t■EME■ ®UMAIME■■MIM■■ME■M■ mME■■■■MIMM■M■M■■■ Q �'�■■■ Easaa ■■■■! IME EME a■■■■EMM■■Em■■EM 0►/F�► ��1 ■■■■■ EMM■■ ■ EMERENERID CUOMO ■■■■EM MMINFA AME■■EM■■■E■■■ a p d Speed Direction: LL Speed Direction: 6 U. m■Mm■oM■■■EE■■EE■ m■■■N■EE■■E■EM■■INE m■■mM■M■■■Em■■E■■ mEEEEE■E■■■■SEEM■ ■M■■■■E■■■MEMM■■■■ mEE■■■E■■■■■■■E■■ ©■■■■■E■■ME■■■■■i■ MUM MMMEMIEE■11EE11■ MIN E■■ME E■■E■ EPEE■■ ■M ®MEE■■M■■EEMEE■■■ W■■■■M■E■■■E■■■■■E WE M■■ME■E■■■EMM■■■E W■■■M■■■■■■■■■EMM■ WM► EM■N■■ME■ME■E■■ WIN R■■M■■■MEE■E■■MINE WE■■■■■■■M■■■EEM■■■ IWE ■o■ M■■■■ ■■■E■ ■■■■M■i ®MM■■■■EM■■EEME■■ Emw"15EE■■ SEMEN EEEMEMIN ®CIE■■MmM■M■■E■MMM IWOuso■■ L1■■■■ ■■E■■■ IWE► amEli Elm,.■■■ M■■■■IM■ ommmoom■ommono,INE EMMR _Nm■■■E■■M MM■M■■ M20 gumoo ■■■M■ ■■■ME■ MTEWE K4 ME NONE ME M INE a/�1■■■■■■■■■■■� EMIN ►'i��!3�1l�Ei■■■■■■■M� Ott■�■■S■■■■■■■■� ■ EME■■M EE■■■ ■■■MMIME mM■■■MEE■M■■■■■■ME WEmom■M■■■■E■■■■■■ m SEMEN SEES■MEMEES amM■■EM■■■■MM■EM■■ ®MEM■■SERUM ■EE■■■ mum SOME MESON E■M■mIME �1EMMIEEEE111E1E■ MIN ■E■■■EM■■■■■EE■■■ M "1■■■■ ■OMME ■EESE ■ WE � eE■■■ ■■Mm■ ■M■M1 ■ ©■■■■E■■■■■■■■M■■■■ m■EE■M■EMEEM■■E■■ mME■■ME■E■■■■E■■■ IME MlEn 11ii■■■E■E■■ME■■■ NZE 9M■■■EE■■EE■EME■ ®■■■■■■■■mo■■■E■■ �W i1_{EEE ■EEEE MEEEMMM, WEWAMUM■EMSEEMS■■■ WE1 OZ0329■E■EM■■■M■M ©!iN SEE ■■■■E ■■■■■ ■ oMMMEE■M■M■■E■■■■ O lu"No ■■■■■ ■■M■■ ■ a Sp eed Direction: L I MENNOMEEMMENEEM■■■■■■■OMEN■■■ ISM m■N■M■■■■■MMM■■M■ MIN ®■■■■M MEN■M M■■■■■ ®■■■■■■■■■■■■■■N■ ®■■■■■MOOED ■MOON i■ m■■■M■ M■■■M M■■■MMIM 111111 MM■■M MMMMM MM■■M■ mMEN■■NE■■■■MENE■ mM■■MMMM■■MMM.MEM■ mM■MEMEM■N■■E■E■MIN mMMMMMMMMMMMM■MMI■ mM■■M■MMM■MMM■M■■ 11111M■MMMMM■MM■M■■■1111 ®M■■MMMM■■MMMIMMMMIN ®■■■■■MENEM■■■■■■ ME■M■■MMMM■■MM■■MM■■ ®RI■■■MEM■N■NNE■■■ mNUMM■ ME■■■ ■■MMM■ '■��.■■■■ MOON■ MONO■■■ INKENRINSOMM SEMEN IlEMENIMM m��i�NN■NEE■■ ■■■■■■ mMF3MMM■■NEM■■■■E■ INCOM MMGiEiS3 .►ReONURNI ORNIII■■ N ®M■EE■E■N■M■NEEMMIN MMM■M■M■■■E■N■E■N■M mNM■■M■N■EM■MME■IME m■ENN■■■E■■■EE■E■ mM■■M■■M■M■MMM■■INS MEN NE■■■■EEM■N■■■■ISO ®SEEM■NEEN■■■ENEISO MEN ■■■M■M■■NEM■■■■E ®■■MM■■■■■■NEEM■■ mMM■MM■M■M■MMMMM■ MEN MEN ■NE■■■EN■■MMEME■ mMMMMM■MMMM■M■MM■ mMM■MM■MMMMMMMMM■ mM■■MMNNEEMM■MMMIME IMMM■EN■■ME■EMENE■N ®MEMO■NEE■■ ■■E■■E ®M■■MM ■MMM■ MMMNMm 117111►1E■■■OEM■■■■■■■■■ mmMM■M■■■■MOM■MM■ mDN■E■■ME■EMMEEE■ �,��!■�■ ■■■■■ MEMO■ N �����iN■ ■MMN■ MOON■ ■ m!��G'��■ MOON■ ■■NM■ N m►�N�� � �'tG't■■■ MONO■■ 0 Speed Direction• � 9 L ®MEMME MM■■■ MEMME■ mEMEMEMEEMMME■MEM mMEMMEMEMMMMEMEMINE mEMEME■EEMMEMM■MM M MMEMMOMM■■■■■■■■INE MME MEMEMEMEMEMMEMM■ MMNO■MM■ ■MOM■ ■EEEM■ ®M■ME■■■■M■■■■EM■ MEN OEMM■ M■■■■ MEMO■ ■ MMEHEME■ ■■■■■ ■■■■M ■ ®EME■E■■EM■■E■/■MMI mME■MEMOM■■■■■E/■ ®MMMOMMO■■■■M■■E■ mM■ME■ OMM■■ ■E■■M■ MME■■MM■ ■OEM■ ■■■■E■ MMN■■O■■MENUS M■■■M■ MME■■■■■M■■EM■M■ME■ MME■■M■M■■MME■MMEMINE mM■M■■■■■■■OMME■M ®-IEEE■ ■■■■■ ■M■■■� MEN ROMM■ ■■■MM ■■MMEM MME ounon ■■OM■ ■■■■■■ MEN BUMMEMEMENEMEME INE EMEmo 1M■ MME■■ ■M■■■INE EME00909 MEMEM ■■■■M■ EMN EME ®EMME■MEMME■EEMEMMI MMEMMEMEMEMEMEM■MEE mEMME■MMMEMEEEME■ mMEMMEMME■MEMEME■ m EE■MM ■ME■■ MMMEM ■ ■■■■■M■■M■■■■■M■ mMEMM■MO■■M■/EME■ ®M■■■O■M■MMMM■■M■ mM■■M■■M■■MEMMEM■ m■■■M■MMMEM■M■ME■ mmM■■EMWOMAN EM■M/M MEN MEM■E■■M■■■■E■O■ MME■M■■M■■OM■MME■■M MMEMIMEME ■■M■■ ■■MEMO m*M■MMMMM■■■■■■M■ m■■ME■M■M■■M■/■■■ MME oM■■ ■■■E■ ■■ME■ ■ MMEMMMM■ M■■OM OEM■■■ MENKN ► ME ■MEMO ■EOEM■ MME NNE■E OEM■■ ■■■MEN MMEVVEM■ME■M■■■ME■MMI MMEnu mm■OM■■■■■■■E m5E■■M ■ME■■ ■■■■E■ MMENKIOMM WOMEN ■E■■■MIN m' �F�► [G�I�:1►►OEM ■E■E■ ■ A) Iv Speed LU Direction• LL ®SEEM■ M■ME■ ■EM■M■ mMM■■■■MM■M■MM■M■ mM■■MMM■■■MM■M■M■ ®00M■■■ME■■■M■■■M EMN0MOM■MEM■■■■■■■M ®■M■■■MESON MM■■MINE MMMa oom■■■■■■ME■■MIN m■ mME WEE M■■M■ ■■MM■M eME■■M■MEM■■M■M■ MEN *000ME■ME■■MM■■■ MMEWiR:i►_4■ ■E■■■ M■■■■■ EMEmmWE■ ■■■■■ M■■■M■ MEN MIN ®MM■M■■MM■■MEMEM■ MMMMEM■■■MEM■■M■MEM mEMMM■■MMM■■MEME■ EMEMEMM■■EMEM■MMEM■ m■M■■MWE■M■M■ME■■ ®MM■E■■EMM■MEMEM■ EMEEMEM■MEM■■MEMM■■ ®■MIME■ ■M■M■ ■EMM■■ m■MIME■■■■M■■■EM■■ m■M■■■■■MM■MEMEMEME MMEemM■■■■■■■■M■■■■ EM!M■■M■■M■■■■E■EMMIN ®f MMAIM■■■■■■M■MM■ m ■MIME■ ■■■■■ ■■■■■� ®►'/oomm ■MM■■ ■■■■Mm M 1MO MVW9■■■■M■■■■■ m� ��/���!v ■M■■■ ■MIME■ ■ EMN00 0■■ ■M■M■ ■MM■■ ■ �1 mma n■E■■■■IM■■M■ !`�/:/� �«1/_� F�►�� ��G"/ ail:/■M■ ■ 0 / 11.�Mmm ■■E■■ M■■■■ ■ MMM@m 11wG;1mF:1E■■■■ME■■ m OR OMM ■■■■■ ■E■MM � co Speed Direction: LL L ®■■■■■■■■■■■■MEN■ ■■■■■N■■MEMEMEMM mM■N■MM■■■■SEMEN■ mN■■MEN■E■■■■■MM■ i N■MM■ EE■E■ EMS■■■ E ■■■■N EE■E■ E■■EN■ ®M■ME■ ■ME■E EN■E■■ m■M■■N■■■■■SEEN■■� ®■■ENEEMMEENN■■N■ mE■■NEEMEMEMEM■■■ ®NE■■■■■■■■■■MOEM m►:/MMEE■■■SEEMOEM■ ®■■■■■■■■■■■■■■■■ "rL4m■N■ SEES■ SEES■ ■ ®►� SEES ■SEE■ ■SEES■ ®N►"�r�■■■ SEES■ ■SEED■ m►�■■■■SEE■■■■■■■■ MZIM@ ,■■E ■M■ME ■ME■EM ®►-�►.�E■■ ■HEMS ■M■■NNE mrAV2/_ 0M■■■E■■E■■■M MUM r oe■■■■■O■■■M■■E m N�i� / �E■ ■SEE■ MEEE■ ■■ Nit►►: ngm SEES■ SEES■■ M IM►RN,1W*WM■■■E■EM■ m �iN► mmm ME■■■ SEES■■ No�►�■ESN■■■■■■■NE■ m��■■ESE■■■■■■SEE■ m► IMMEE■EM■■M■MME■ m �i►..�N►:�1■ SEES■SEE■■■ m p'ommo ■■■M■ ■■■■■M ■:� ►Lf' `1�►��� ►�1■■■■ SEES■ ■ EMEMM►;iM■ SEEM■ ■SEES■ ®SEES■ SEES■ SEES■■ MIN ■EME■■NESEE■ENE■ ®MEMO■ ■ME■N ■MM■MN ©MEN■E■MEM■ENEE■■ m■EN■■E■EN■■■EE■■ m►:/■■■■ ■M■E■ SEES■■ 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M■■M■■■■ME■M■ mF:11:i oME■M■■■■■■M■M mIWIM y�o �IMM■ ■■■EEO EME ■ �'►�� 1►'tom �r��GiF�� ■MEMO■ �� ���� �1��� �4���':� �E■EEO WIN ME■E■■M■■■OMEN■■ mME■E■■OM■■■EM■■INS EMMEOEM■MMEMMEEE■■ ®■E■■M■M■■■■MM■MISM ©MEM■■■EM■E■■M■Mm ©■■■EM■ENEM■E■■■■ ®■■■■■MEM■■■MMEMM mE/■MEMM■■O■■MMMME! mE■M■MME■EM■■■■■m m■E■MMEE■■■MMEEEM ®M■MEMMEM■O■EME■■ � OMMOM SEEMS MMENr� MME■■■MM■E■MMM■E■M■ ®MEME■■■■■■■MEME� ■■■/■■///■■■■■■= WOKEEM■ MEMOS ■E■■■M MR ■■ME■ ■E■E■ ■MEMO■ WRIMMU■■ ME■E■ ME■■MINE ►_�� *ls:"�►SEEM M/ilM� m MU■■■ ME■E■ ■M■■M■ wungoon /E■■■ OEM■■■ MEMMUMM■MEMOMEMIM■� amgnoonME■■M■E■■■m WMM'UMMM ■ME■■ ■E■E■ION ' Speed Direction: �"� Ld ®■■■■■ ■■■■■ ■■■■■■ MMMI■■■■■ ■■■■■ ■■■■■■ MMII■■■■■ ■■■ ■■ ■■ ■■ ■ ■ MMMI ■ ■■■ ■ ■■■ N ■ ■N■■■ ■ m ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■■■■ ■ ® ■ ■ ■ ■ ■ ■ ■ ■■■ ■■■ ■ ■ ■ ® ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ ■ ■ ■ ■ ® ■■■ ■■ ■ ■ ■■■ ■■ ■■ ■ ■ ellZill ■■■■■ ■■■■ ■ ■■■ ■■ ■ ®■■■■■■■■■■■■■■■■ ■■ ■■■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■ m■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■ ■■■■■■ MUM NO■■■■■■■■■■■■■■ MUM G1:1■■■ ■■■■■ ■■■■■■ col 13 1■■■ ■■■■■ ■■■■■■ MCM 1110111MMERAM■■■■■■■■■■■ 112111mons■■■■■■■■■■■■ m013■■■■■■■■■■■■■■ ME3111■0blio■■■■■■■■■■■■ ® ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ©■■■■■ ■■■■■ ■■■■■■ ® ■ ■■■■ ■■■■ ■ ■ ■ ■ ■■ ■ �■■■■■ ■■■■■ ■■■■■■ ®■■ ■ ■■ ■ ■ ■■■ ■■ ■ ■■ ■ mMEMOS ■■■■■■■■■■■ ® ■ ■ ■■■ ■■■ ■ ■ ■ ■ ■■ ■ ■ m ■ ■■ ■■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ®EM■■■ ■■■■■ ■■■■■■ WR■■■■■■■■■ = - �Ul= H ®■EE■■■■■E■■■E■E■ �■■■■■ MINI■■■ ■■MINI■■ ■ME■■■■■■■■■■■■■■■■ ■m■■■■■■■■■■■■■■■■■ mS■■■■ ■MIS■■ MINI■■■■■ m■■■■■■■■■■■■■■■■ MMIMMRMIMMMMIMIMMBMIMMIMMMI ®■■■■■M■■■■■■■■■■■ ®■■MI■■■■E■■■EMI■■■ m■■MI■■ ■■■■■ ■■■■■■E MEMMIMIMMMMMMIMIMMMIMMMIMM ■MM■■■■■■■■■■■■■■■■■ tea■■■■■ ■■MINI■ SEMI■■■ m■■■■■■■SO■■■■■■■ m,,■■■■■■■■■■■■■■■■■ �. �■■■■ ■■■IM■ ■■■■MI■ mi■■■■■■■S■■■■■■■ m■S■■■■E■■■■■■■S■ m .■■■■■■■■■■■EMI■■■ MMMOEES■SE■E■■■■■■MIM ®DK/MINI■ MINI■■■ MINI■■■■ MMMCRO►V/■■ ■MINI■■ MINI■■■■ mrArA nu ��lFa■■■ WERE■■ MWMnrAWM M■■■■■O■■■NIM ®►-�►�►�►:1►i MINI■■■ ■■■■■� � � �►:t► �►mil■ ■■�■■ MINI■■■ ■ � � ►.�/ �■■ MINI■■■ MINI■■■ ■ ®': 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MINIM iMEMMOOSE■■ESEN EMMUNIE■MEN■M■■EM/M m►13t�M■ �■■/� ■■MOO■ a■MROMM ■■■■■ ■■■■■INE QQ v Speed v Direction: �J ��+- Speed Direction: ®M■EEE■MM■M■■■■■O m■■MMMENSUE EMENMM MMEMMM■■■MMM■EMMMMM mM■M■EMM■MM■■MIME■ MM!■■■M■■MM■■■■■■E■ �M■■ME■E■MEEMEME■ ®M■■■■■EME■■■M■M■ MEN MEM■■■■MEMEMM■■■ ®MIME■E■MEME■■■M■■ m■■MEMME■EMMr■■■■ ®MM■■MME■■MME■EM■ m■■■■■ ■■■■■ ■■■EEO mMENEE■■■MEMEME■■ m■EEMMEM■■M■E■■■■ mINMMEMMM■■M■■■EMM mMMEM■■■E■EEMM■M■ MMM ORM■MIN SEES■ ■MM■■ ■ ®1'IMt�1��/ G'r■■INM ■■SEE■ WIEiMMM■ ■MMM■ ■■EMEION ®► JUM■ ME■EM NOMINEES! m 1 WRIM■M ME■EM M■■EM ■ EMO anno■ OEM■■ ■■■■■■ m �!!�'t.1�iS ■■■■■ ■■■MIN ■ mU1� ORNNiEWIN■M■OEM■ EMEMU ►1G1■ ■■■■M ■E■E■M m ■R:lG!'a1L1 ■■■E■ ■SEE■ ■ ME■■E MEM■M ■ INEONION101310 MEN■■ ■■MINE ■ mRRMIEWU■MM■M■■■■■ HEMMEREININIA ■INME■ M■MEME ��/G'lf:�►:1■ ■MINE■ MIN■■MIN ® MEMO ■■■■■■■■■■■MMI iMEMEME■ ■■ME■ ■MMEM■ mM■■M■S■EM■EMEME■ ■ NE■■M■■MMESEEOEM■ M7■■■■■■■■■■■■■■■■ �■■■■■ MEMO■ ■■■■■■ mMMM■EEMMMEEM■■■■ ©MEME■EEME■EEMEM■ ®■EM■EEMEMEEMEME■ MME■MEMEEMEMEEMM■E■ ®OEM■■■EEMEEM■ME■ EMEOM■■■SEEMS ■■E■■■ ®1 q►I/'IME MEN ME ■■O■■ m �►'��/INM■ ■■■MIN ■■■■■■ mFtG'OWN■E■■MM■■■MIN mR't■��■�1 OEM■■ ■■MINE■ I!`Taiar/■ ■E■■M M■MM■ ■ 0►NARI 1l:1 0121 04M, ■■MIME■ G1:/■ MEOEM■■OE■■ ���1k�■■SO■■■■■SEE■ !'�■��i/■■ ■MEEE ■■■■MIN d r g Speed Direction: Speed Direction: ®■■■■WM■MEMMMMMM■ ■■■■■■MIEEMMEM■EM ®■■■■■■■■■■■■■■■IME mMEM■■ ■■ME■ ■E■■M■ ®■■■■■ ■■■■■ ■■■■■■ ■■■■■ ■MEMO MMEMME ®►, RRUJO■ ■MMM■ ■■MOM'■ �KI&IME■ ■■MM■ M■MMMIME ���t���■■■■■■■■MOM mgmuMM■MMMM■M■■■ INEDMINIFIRItI■ ■■■■■ ■■■■■■ ®LIeMM■�■ MIM,MMM ■■■■Mr 1101001 00 ENES62NAM MM■■■■ m`WANUMNUMMMM■■■MM■ INE311MENENMM MMM■M ■■MMM■ m �i► i�i�,iG: G►:/M■■ ■MEMO ■ m■■MMMMM■■■MMMMM■ m0MMMMM■■M■■MMMM■ ®■■E■MM■■■■■M■MMM �MMMMM■MM■■■MMEME mMMEM■■M■MMMMM■ME mMM■■MMM■MMMM■EMM ESE MMMM■■MM■MMM■MM■ WMIMMIMM■■■■MMM■MMM■ MMMMM■M■E■■■OMEMM■M MMMMM■MM M■■■■ M■MM■ ■ EMS EMME■ MEMMM ■■MME■ iMEEMEM■ ■■EMM ■MEME■ mMEMMOM■MMMMEMEM■ ■■■■■ M■MMM EMEMEM mMEMM■MMEM■MMEMEMIN OMMMM■MMMEEMOMMMM ®MEME■MMEM■MEMEE■ ©EOME■MMEM■MEMEM■ ©RMIMEMMEMEMEMEME■ MMEMMIMM■■■■■■■■M■M■ "MEEM■ M■■■■ ■■■■■ ■ mmm■■■■■■■■■■■■■M■ �.t'i�!�■■ ■■■M■ ■■MEMO ��t��E�r�EM■ ■E■EMM m �F:��lS �i��■■ OEM■■■ ®` i��E■ ■■■■■ ■MEMO ■ ►POEM■ ■■■■■ ■■■■■ E EMS MM■M■ ■MMM■ MMMM■ ■ ► MEMO ME■EM ■EM■M■ �F�'aMM■ ■MOM■ ■■■■�■ t*IMMM■M ■E■E■ ■MMM■ ■ MMMMMMMEEMMOMMM■ MMMEMMM■■■MEM■M■ '�■MMM■ ■■MM■ ■MMM■■ MMM■M ■MMM■ MMMM■M t�MMMM■ ■■MM■ M■M■M■ m■EMM■■EMM■■EMM■IME iiyATTAFO,. Speed CY Direction: rs peed Direction: -- C k IT �■E■■■ ■■■■■ ■■■■■■ MIME ■■■■M■■■■■■■■■SISO �■■■■M■■■■■■■M■■■ ®■M■N■ ■■■■■ ■■■■E 11110 ® ISO ® ■ m■ ®■■■■■ ■■■■■ ■E■■■ ■ INEMINjI■■■■ ■■■■■■■■■■■ m KIRIP5■■ ■■■■■ ■■■■■ ■ MM■5 01M■■■■■■■■■■■■■ 116111PIORREMS DOREN■■■■■■ INEMINRJESCRUEN ■■■■■ ■■■■■■ ® ERES91 I■ ■■■■■ ■■■■■ ■ ®Mllra imr"41: WREN Noll ■■■■■ �Ri■■■■■■■■■■■■■■ F.'�i■■■■■■■■■■■■■ ��:«�1�■ ■■■■■ ■■■■■■ m■■■■■MM■■■■■■■■■ MM1M■■■■■■■■■■■■■■■1MM 111�111■■■■■■■■■■■■■■■■ MMII■■■■r■i■■■■■■■■■ WE■■■■■■■■■■■■■■■■ mO■■■■■■■■■■■■■■ISO mV.Pe3■■■■■■■■■■■■M m�."r►.�� 1 ■■■■■■■■■■■ m `ice►��tv �F�G't�F:t �i■■■ ■ ©/ W MEW ENKNEEM ME■■■■ 111�111■■■■■■■■■■■■■■■ISO O■■■■■■■■■■■■i■■■ ��i■■■■■■■■■■■■■■ INTO �:�1■■■■i■■■■■■■■■ M51M■■■■■■■■■■■■■■■100 MMII■■■■■■■■■■■■■■■■ MEIN ■■■■■ ■■■■■ ■■i■■11111 EM■■■■■ ■r■■■ ■■■■■■ APPENDIX D Survey Equipment 2017 Engineering and Traffic Survey City of La Quinta SURVEY EQUIPMENT USED The radar equipment used to collect speed measurements for this survey was a Stalker-11 SDR Model Hand -Held traffic Radar manufactured by Applied Concepts of Plano, Texas. 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 Stalker -II SDR Hand -Held Traffic Radar was last calibrated on October 24, 2015 by RHF Inc. The radar equipment used to collect speed measurements for this survey was a Stalker- ATR Model Hand -Held traffic Radar manufactured by Applied Concepts of Plano, Texas. 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 Stalker-ATR Hand -Held Traffic Radar was last calibrated on October 20, 2015 by RHF Inc. 2017 Engineering and Traffic Survey City of La Quinta TRAFFIC RADAR CERTIFICATION RHF Inc. TESTED TON STANDARDS (NHTSA) National Highway a d TraRic Safety AdmiinniisstrrCRITCAL a on.E Repair Radar (IACP) International Association of Chiefs of Police. 16202 Keats Circle R.H.F. is a certified independent testing and repair facility. Westminster, Calif. 92683 1 TEST ID Date Receiv d Certificaf n Number M 9 We Make el Stalker -II I T e (IIV)Directional radar Same direction 2 DEVICE ID A lied Conce is or MDR IH or IV Yes o No 'L o Yes 2Cp No Cou tinS/N 7 Antenna-1 S/N NSA Antenna-2 S/N N/A § 2.4 / § 5.4 Low speed fork S/N Last date calib. Freq. (Hz) Speed (mph) Measured (Hz) 3 TUNING FORK CALIBRATION GE)FAIL High speed fork SIN Last date calib. Freq. (Hz) Spec ph) Measured (Ijz O Lo fork High fork Fork speed (mph) 25 40 Stationary mode § 2.5 / § 5.5 Disp. Speed (mph) ,'1 s i0V 4 RADAR DEVICE TUNING FORK PASS FAIL Moving mode TARGET SPEED Expected. Displayed. TESTS Opposite Direction (Hi fork-Lo fork) (mph) 15 (mph) n/ Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork +Lo fork (mph) 65 (mph) ,/ A fY Ho fork - Lo fork 15 ,[r Standard supply Antenna I 3 Antenna 2 § 2.6.1. / § 5.6.1 Voltage (V 13.6 V Ft . GHz ef. Free. GHz N/A Standard supply Antenna 1 .gyp 3 Antenna 2 5 TRANSMISSION PASS O FAIL FREQUENCY Voltage-20%(V) lO.S V Fre .GHz ,7A Freq.GHz N/A Standard supply Antenna 1 ?/�%7 Antenna 2 STABILITY voltae+20%IV 16.3V Fre .GHz Fre.GHz N/A 6 § 2.6.5 / § 5.65 Mfg. Spec. Antenna 1 r Antenna2 PASS FAIL POWER DENSITY (max mW/cm) < 2 Power (mW/cm) Power (mW/cm) N/A 7 § 2.8 / § 5.8 Mfg, spec. LVA activates % LVA deactivates d r a ASS FAIL LOW VOLTAGE (V) < 7 V Jri (V) 8 § 2.9.1 / § 5.9.1 A. Audio tone correlates with received Doppler signal � Yes - o No ASS FAIL DOPPLER AUDIO B. Functioning audio volume -adjustment control X o Yes ONO § 2.12.4 / § 5.12.4 Mfg. Spec. Test results 9 INTERNAL PASS t7� �Sa r PASS FAIL CIRCUIT § 2.12.6.5 / § A. Selects only targets moving towards radar kt Yes ❑ No C o N.A. 10 5.12.6.5 B. Selects only targets moving away from radar .SC Yes �] o No ❑ o N.A. PASS FAIL DIRECTIONAL Stationary mode: Low speed spec. 12 Lo speed disp / Hi speed spec. 200 Hi speed disp. z �v target channel (mph) § 2.I2.7 / § 2.12.8 / 5.12.7 / 5.12.8 Moving Mode Low speed spec. 20 Lo speed disp. A I LOW AND HIGH SPEED DISPLAY target channel (mph) PASS FAIL Hi speed spec. 200(C) Hi speed disp. TEST Moving Mode: Low speed spec. 15 Lo speed disp. A Hi speed spec. 79 Hi speed disp. N A patrol channel (mph) 12 § 23 - . PASS FAIL RFI Fl TEST 13 1 LABORATORY _ COMMENTS This radar device meets or exceeds the minimal operational standards of the National Trade Highway Safety Administration. California Vehicle Code Section 40802 ',PASS ❑ FAIL 14 NHTSA/IACP CERTIFICATION Certified by: / � z p � � - Date: 4-'o 1 s INVENTORY 36 Fork Cert X Manual 2 Ant. J❑ Remote Bat. in Carrying Case o Other: (please list) TRAFFIC RADAR CERTIFICATION RH F Inc. TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS (NHTSA) National Highway and Traffic Safety Administration. Radar Repair (IACP) International Association of Chiefs of Police. 16202 Keats Circle R.H.F. is a certified independent testing and repair facility. Westminster, Calif. 92683 1 TEST ID Da�ORec iy _! �- Certificatio Numb Make Model Type (I -IV) Directional radar Same direction 2 DEVICE ID Applied Concepts Stalker-ATR III or IV - o Yes arNo ❑ Yes zo No CountAri gun%YN, Antenna -I S/N N/A Antenna-2 S/N NIA § 2.4 / § 5.4 Lows eed fork S Last date calib. Freq. (Hz) 1 Speed h) Z Measured Qiz) 3 TUNING FORK -3 7- 6 PASS FAIL Hi h seed fork �/N r, Last date calib. Freq. (Hz) Speed mph) Measured Hz� CALIBRATION] D Lo fork High fork Fork speed (mph) 25 40 Stationary mode § 2.5 / § 5.5 Disp. Speed (mph) Z S' S/ 0 4 RADAR DEVICE TUNING FORK PASS FAIL Moving mode TARGET SPEED Expected. Displayed. TESTS Opposite Direction (Hi fork - Lo fork) (mph) 15 (mph) &14 Moving mode TARGET SPEED Expected. Displayed. Same Direction Hi fork+Lo fork (mph) NSA (mph) NSA Ho fork - Lo fork Standard supply Antenna I Antenna 2 § 2.6.1. / § 5.6.1 Voltage 13.6 V Freq. GHz g -7 Fre . GHz N/A 5 TRANSMISSION Standard supply Antenna 1 -2Freq. Antenna 2 PAS FAIL FREQUENCY Voltage - 20% 10.8 V Fr . GHz 7 GHz N/A Standard supply Antenna 1 3-1. 7,7 Antenna 2 STABILITY voltage+20% 16.3 V Fre . GFIz Freq. GHz N/A 6 § 2.6.5 / § 5.6.5 Mfg. Spec. Antenna l ? Antenna 2 ppSS FAIL POWER DENSITY (max mW/cm) 54 Power(mW/cm) r Power(mW/cm) N/A 7 § 2.8 / § 5.8 Mfg. spec. LVA activates 7 LVA deactivates n / PASS FAIL LOW VOLTAGE ( <_10.8V (V) (� dI 8 § 2.9.1 / § 5.9.1 A. Audio tone correlates with received Doppler signal ❑ es G o No PASS FAIL DOPPLER AUDIO B. Functioningaudio volume -adjustment control ^_ PrYes 7 o No § 2.12.4 / § 5.12.4 Mfg. Spec. Test results 9 INTERNAL 40 Test OK U "S -1 - j"-" PASS FAIL CIRCUIT § 2,12.6.5 / § A. Selects only targets moving towards radar n ❑ Yes ❑ No 0 p'N.A. 10 5.12.6.5 B. Selects only targets moving away from radar ❑ Yes ❑ o No ❑ wN.A. PASS FAIL DIRECTIONAL Stationary mode: Low speed spec. 12 Lo speed disp i ?^ Hi speed spec. 200 Hi speed disp. 9 DG target channel (mph) § 2.12.7 / § 2.12.8 / 5.12.7 / 5.12.8 Moving Mode Low speed spec. 15 Lo speed disp. N 14 11 LOW AND HIGH SPEED DISPLAY target channel (mph) Hi speed spec. 200(C) Hi speed disp. N ASS FAIL TEST Low speed spec. 5 Lo speed disp, 161 Moving Mode: A Ili speed spec. 70 Hi speed disp. patrol channel (mph) 12 § 2.13 / § 5.13 PAS FAIL RFI TEST 13 LABORATORY COMMENTS This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40801 21 PASS ❑ FAIL 14 NHTSA/IACP CERTIFICATION ...���jjj Certified by: / / O� Date: J,�q -'70 / 15 INVENTORY ❑❑Fork Ccn ❑❑ Manual � ❑ 2 Ant. 7o Remote 7o Bat. C❑ Carrying Case o Other: (please list NVWILLDANE g