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2021-09-07; Traffic and Mobility Commission; ; All-Way Stop on Cerezo Drive at Los Robles Drive and El Arbol Drive
Item 4 Meeting Date: Sept. 7, 2021 To: Traffic and Mobility Commission Staff Contact: John Kim, City Traffic Engineer John.Kim@carlsbadca.gov, 760-602-2757 Subject: All-Way Stop on Cerezo Drive at Los Robles Drive and El Arbol Drive. Recommended Action Support staff’s recommendation to install All-Way STOP control on Cerezo Drive at Los Robles Drive and El Arbol Drive. Background Cerezo Drive is a residential street in the southwest quadrant of the City located in what is known as the Terramar community. It extends from Carlsbad Boulevard to El Arbol Drive. It is approximately 560 feet in length and has a posted speed limit of 25 miles per hour (mph). Cerezo Drive has a roadway width of 36 feet which accommodates a single vehicle lane and parking in each direction. On-street parking is allowed on both sides of the street where red curbs are not present. There is rolled curb and gutter but no continuous sidewalks on either side of Cerezo Drive. The intersection of Cerezo Drive and Los Robles Drive, approximately 240 feet east of Carlsbad Boulevard, features minor leg STOP control on Los Robles Drive. Cerezo Drive is YIELD- controlled at its intersection with El Arbol Drive, approximately 320 feet east of Los Robles Drive. The intersection of Cerezo Drive and Carlsbad Boulevard is controlled by a traffic signal. Cerezo Drive, Los Robles Drive and El Arbol Drive are residential streets that lack sidewalk. Due to the neighborhood’s proximity to the ocean, vehicular and pedestrian traffic can be significant. On June 7, 2021, the Traffic and Mobility Commission received a number of concerns from Terramar residents. Upon evaluation and analysis of these concerns, staff has implemented the following via work order: • Red curbs at the intersection of Cerezo Drive at Los Robles Drive and El Arbol Drive to address sight distance concerns • Red curbs at the intersection of Cannon Road at Los Robles Drive and El Arbol Drive to address sight distance concerns • Replaced the YIELD sign on Cerezo Drive at El Arbol Drive to a STOP sign • Increased the size of the speed limit signs on Los Robles Drive and El Arbol Drive and raised their height so they are visible even when large vehicles are parking on the roadway • Refreshed the speed limit pavement markings on El Arbol Drive to address vehicle speeding concerns The further traffic calming on Los Robles Drive and El Arbol Drive per the Carlsbad Residential Traffic Management Program (CRTMP) was also evaluated. The recent speed measurements indicate critical speeds of 26 mph on Los Robles Drive and 23 mph on El Arbol Drive. Both of which are lower than the 32 mph threshold for to be eligible for traffic calming measures per the CRTMP. Therefore, Los Robles Drive and El Arbol Drive are not eligible for Phase 2 of the CRTMP, which include speed cushions. Based on the concerns of pedestrians walking in the street due to the lack of sidewalks, staff has received a request to prohibit parking on both sides of Cerezo Drive. However, prohibition of parking on Cerezo Drive would encourage drivers to park further into the residential areas along Los Robles Drive and El Arbol Drive. Removal of on-street parking, which may be viewed as integral to the public access of public beach areas, may not be supported by resource agencies such as the Coastal Commission. For these reasons, staff cannot support the request to prohibit parking on Cerezo Drive at this time. As an alternative to prohibiting parking on Cerezo Drive, construction of sidewalk on Cerezo Drive was requested. This request is currently being evaluated by the Transportation Engineering team. Pedestrian access may be enhanced by offering controlled pedestrian crossings at intersections, therefore, staff conducted an All-Way STOP analysis for Cerezo Drive/Los Robles Drive and Cerezo Drive/El Arbol Drive. Staff utilized the criteria found in the California Manual on Uniform Traffic Control Devices (CA MUTCD) to determine if whether an All-Way STOP would be appropriate. The CA MUTCD evaluates vehicular and pedestrian volumes as well as other factors to determine if an All-Way STOP is justified at a particular location. Criteria A of the CA MUTCD Multiway STOP Applications criteria allows consideration of an All- Way STOP as an interim measure prior to the installation of a traffic signal. There are no funds allocated in the Capital Improvement Program for traffic signals at the subject intersections, therefore Criteria A was not satisfied. Criteria B allows for consideration of an All-Way STOP when there have been five or more reported collisions within a 12-month period that are susceptible to correction by an All-Way STOP. An analysis of the collision history at the subject locations determined there have been zero reported collisions in the past five years at both locations. Therefore, Criteria B was not satisfied. Criteria C looks at traffic volumes to determine if an All-Way STOP can be considered. Criteria C is satisfied if the average major street volume, in this case Cerezo Drive, is at least 300 vehicles per hour for any 8 hours of an average day and the combined vehicular, pedestrians and bicycle volume entering the intersection from the minor street (Los Robles Drive and El Arbol Drive, respectively) approaches averages at least 200 units per hour for the same 8 hours with an average delay to minor street vehicular traffic of at least 30 seconds per vehicle during the highest hour. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants can be reduced by 70 percent. At Cerezo Drive and Los Robles Drive, a 24-hour traffic count was conducted on May 25, 2021, (Tuesday) and July 17, 2021, (Saturday). The highest average major street volume was found to be 118 vehicle per hour. The highest hourly combined pedestrian and bicycle volumes are found to be 25 units. Since volume requirements were not satisfied, average delay to minor street traffic was not measured At Cerezo Drive and El Arbol Drive, a 24-hour traffic count was conducted on May 25, 2021, (Tuesday) and July 18, 2021, (Sunday). The highest average major street volume was found to be 46 vehicle per hour. The highest hourly combined pedestrian and bicycle volumes are found to be 6 units. Since volume requirements were not satisfied, average delay to minor street traffic was not measured. According to the May 25th radar data, the 85th percentile approach speed on Cerezo Drive at Los Robles Drive is 21 MPH and 23 MPH at El Arbol Drive. Based on our findings, the minimum traffic volume in Criteria C was not satisfied at either location. Criteria D allows consideration of an ALL-Way STOP where no single criterion is satisfied but where Criteria B and C are satisfied to 80 percent of the minimum values. Based on the traffic volume, Criteria D was not satisfied. In addition to the four criteria listed above, the CA MUTCD includes optional criteria which can also be considered. The optional criteria are described as: A. The need to control left-turn conflicts; B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road, user, after stopping cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. The intersection at Cerezo Drive and Los Robles Drive is located near popular beach destinations which can be considered as locations that generate high pedestrian volumes. Combined pedestrian and bicycle volumes in the peak hour were found to be 25 units. Furthermore, concerns from residents have described conflicts between pedestrians and vehicles at this intersection. Optional Criteria B is considered satisfied at Cerezo Drive and Los Robles Drive. While the intersection at Cerezo Drive and El Arbol Drive is also located near popular beach destinations, the combined pedestrian and bicycle volumes was found to be significantly lower at 6 units per peak hour. Therefore, Optional Criteria B is not considered satisfied for Cerezo Drive and El Arbol Drive. Resident concerns have noted limited visibility at the intersection of Cerezo Drive and Los Robles Drive. Although recently issued work orders for additional red curb have increased sight distance, Optional Criteria C is considered satisfied at Cerezo Drive and Los Robles Drive Based on staff findings, which are consistent with the recommendations found in the CA MUTCD, staff recommends the installation of All-Way STOP control on Cerezo Drive at Los Robles Drive. Recommendation Based on the concerns staff has received and the results of the analysis as guided by the CA MUTCD, staff recommends installation of All-Way STOP control on Cerezo Drive at Los Robles Drive and El Arbol Drive. Next Steps Upon receiving support from the Traffic and Mobility Commission, staff will present the item to the City Council for introduction and adoption of an ordinance. Once an ordinance has been adopted, staff will issue work orders to have STOP signs installed. Exhibits 1. Location Map 2. Traffic volume counts 3. CA MUTCD Multi-Way STOP Application Worksheets 1 LOCATION MAP EXHIBIT 1 NOT TO SCALE LEVANTE STREET EXHIBIT SHARED BIKE LANE PAVEMENT MARKINGS Prepared by NDS/ATD Day:City:Carlsbad Date:Project #:CA21_040091_006 NB SB EB WB 0 0 676 530 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 0 0 0 11 6 17 00:15 0 0 1 0 1 0 0 10 10 2000:30 0 0 1 1 2 0 0 9 7 1600:45 0 0 0 2 0 1 3 0 0 1 31 7 30 8 6101:00 0 0 0 0 0 0 10 13 2301:15 0 0 0 0 0 0 11 11 2201:30 0 0 0 1 1 0 0 16 9 2501:45 0 0 0 0 1 1 0 0 13 50 9 42 22 9202:00 0 0 0 0 0 0 20 11 31 02:15 0 0 0 0 0 0 4 3 7 02:30 0 0 0 0 0 0 9 7 16 02:45 0 0 0 0 0 0 10 43 10 31 20 7403:00 0 0 0 0 0 0 17 13 30 03:15 0 0 0 0 0 0 12 9 21 03:30 0 0 0 1 1 0 0 24 19 43 03:45 0 0 0 0 1 1 0 0 14 67 8 49 22 11604:00 0 0 0 0 0 0 27 19 46 04:15 0 0 0 0 0 0 10 7 17 04:30 0 0 0 0 0 0 13 6 19 04:45 0 0 0 1 1 1 1 0 0 9 59 7 39 16 9805:00 0 0 0 0 0 0 29 12 41 05:15 0 0 3 2 5 0 0 19 13 32 05:30 0 0 4 3 7 0 0 24 6 30 05:45 0 0 3 10 4 9 7 19 0 0 19 91 7 38 26 12906:00 0 0 1 0 1 0 0 24 13 37 06:15 0 0 8 3 11 0 0 10 10 20 06:30 0 0 5 6 11 0 0 11 9 20 06:45 0 0 5 19 8 17 13 36 0 0 3 48 5 37 8 8507:00 0 0 5 4 9 0 0 14 19 33 07:15 0 0 5 7 12 0 0 16 11 27 07:30 0 0 8 8 16 0 0 12 11 23 07:45 0 0 10 28 14 33 24 61 0 0 10 52 10 51 20 10308:00 0 0 6 3 9 0 0 9 5 14 08:15 0 0 4 3 7 0 0 7 4 11 08:30 0 0 8 9 17 0 0 3 4 7 08:45 0 0 6 24 7 22 13 46 0 0 6 25 2 15 8 4009:00 0 0 7 10 17 0 0 6 4 10 09:15 0 0 13 12 25 0 0 2 1 3 09:30 0 0 11 10 21 0 0 5 3 8 09:45 0 0 10 41 16 48 26 89 0 0 1 14 1 9 2 2310:00 0 0 4 6 10 0 0 0 0 10:15 0 0 7 8 15 0 0 3 2 5 10:30 0 0 6 7 13 0 0 0 0 10:45 0 0 14 31 9 30 23 61 0 0 2 5 0 2 2 711:00 0 0 7 4 11 0 0 3 2 5 11:15 0 0 9 8 17 0 0 1 0 1 11:30 0 0 8 3 11 0 0 0 0 11:45 0 0 8 32 7 22 15 54 0 0 0 4 0 2 6 TOTALS 187 185 372 489 345 834 SPLIT %50.3%49.7%30.8%58.6%41.4%69.2% NB SB EB WB 0 0 676 530 AM Peak Hour 09:00 09:00 09:00 17:00 15:15 15:15 AM Pk Volume 41 48 89 91 55 132 Pk Hr Factor 0.788 0.750 0.856 0.784 0.724 0.717 7 - 9 Volume 0 0 52 55 107 0 0 150 77 227 7 - 9 Peak Hour 07:15 07:00 07:00 17:00 16:00 17:00 7 - 9 Pk Volume 0 0 29 33 61 0 0 91 39 129 Pk Hr Factor 0.000 0.000 0.725 0.589 0.635 0.000 0.000 0.784 0.513 0.787 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 1,206 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying ServicesVOLUME Cerezo Dr W/O Los Robles Dr Tuesday 5/25/2021 DAILY TOTALS Total 1,206 ATTACHMENT B Day:City:Carlsbad Date:Project #:CA21_040126_003 NB SB EB WB 0 0 864 735 AM Period NB SB EB WB NB SB EB WB00:00 2 2 4 15 8 23 00:15 0 1 1 19 13 3200:30 0 1 1 10 9 1900:45 4 6 3 7 7 13 16 60 14 44 30 10401:00 3 0 3 17 18 3501:15 1 0 1 14 20 3401:30 0 0 0 19 12 3101:45 1 5 3 3 4 8 14 64 6 56 20 12002:00 0 1 1 24 17 41 02:15 1 0 1 24 17 41 02:30 0 0 0 21 16 37 02:45 0 1 0 1 0 2 23 92 10 60 33 15203:00 0 0 0 12 13 25 03:15 0 0 0 13 7 20 03:30 0 0 0 12 10 22 03:45 0 0 0 9 46 11 41 20 8704:00 0 0 0 17 5 22 04:15 0 0 0 9 9 18 04:30 1 0 1 13 12 25 04:45 3 4 2 2 5 6 8 47 6 32 14 7905:00 3 2 5 7 7 14 05:15 0 0 0 17 14 31 05:30 0 2 2 21 18 39 05:45 2 5 1 5 3 10 7 52 9 48 16 10006:00 2 1 3 18 14 32 06:15 6 3 9 10 7 17 06:30 7 4 11 6 10 16 06:45 9 24 5 13 14 37 10 44 11 42 21 8607:00 10 10 20 13 11 24 07:15 4 11 15 11 10 21 07:30 10 13 23 14 7 21 07:45 10 34 6 40 16 74 10 48 16 44 26 9208:00 8 9 17 8 7 15 08:15 7 13 20 12 15 27 08:30 15 13 28 11 8 19 08:45 17 47 9 44 26 91 3 34 6 36 9 7009:00 24 21 45 14 9 23 09:15 12 12 24 6 4 10 09:30 24 15 39 1 3 4 09:45 15 75 9 57 24 132 7 28 7 23 14 5110:00 16 15 31 3 3 6 10:15 25 19 44 4 4 8 10:30 10 11 21 5 2 7 10:45 21 72 21 66 42 138 1 13 0 9 1 2211:00 15 16 31 4 3 7 11:15 19 13 32 3 2 5 11:30 10 10 20 3 1 4 11:45 7 51 15 54 22 105 2 12 2 8 4 20 TOTALS 324 292 616 540 443 983 SPLIT %52.6%47.4%38.5%54.9%45.1%61.5% NB SB EB WB 0 0 864 735 AM Peak Hour 09:30 10:15 09:30 14:00 12:45 14:00 AM Pk Volume 80 67 138 92 64 152 Pk Hr Factor 0.800 0.798 0.784 0.958 0.800 0.927 7 - 9 Volume 0 0 81 84 165 0 0 99 80 179 7 - 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 47 44 91 0 0 53 48 100 Pk Hr Factor 0.000 0.000 0.691 0.846 0.813 0.000 0.000 0.631 0.667 0.641 VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 7/17/2021 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Saturday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cerezo Dr Bet. Carlsbad Blvd & Los Robles Dr 21:3021:4522:00 Total 1,599 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 1,599 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 ATTACHMENT C Day:City:Carlsbad Date:Project #:CA21_040126_003 NB SB EB WB 0 0 908 702 AM Period NB SB EB WB NB SB EB WB00:00 3 3 6 18 18 36 00:15 1 0 1 23 19 4200:30 0 0 0 18 11 2900:45 0 4 1 4 1 8 23 82 21 69 44 15101:00 2 1 3 16 18 3401:15 1 2 3 15 9 2401:30 1 0 1 17 16 3301:45 0 4 0 3 0 7 28 76 12 55 40 13102:00 1 1 2 17 15 32 02:15 0 0 0 27 17 44 02:30 1 0 1 23 18 41 02:45 0 2 0 1 0 3 26 93 9 59 35 15203:00 0 0 0 18 12 30 03:15 1 0 1 26 13 39 03:30 0 0 0 23 10 33 03:45 0 1 0 0 1 20 87 11 46 31 13304:00 0 0 0 34 20 54 04:15 0 0 0 24 8 32 04:30 0 1 1 22 14 36 04:45 0 1 2 1 2 14 94 12 54 26 14805:00 0 1 1 19 10 29 05:15 0 0 0 21 13 34 05:30 0 2 2 13 6 19 05:45 2 2 1 4 3 6 13 66 9 38 22 10406:00 0 1 1 18 14 32 06:15 1 3 4 10 5 15 06:30 1 3 4 8 17 25 06:45 5 7 3 10 8 17 10 46 13 49 23 9507:00 3 4 7 10 10 20 07:15 6 5 11 12 9 21 07:30 4 5 9 9 4 13 07:45 13 26 6 20 19 46 14 45 14 37 28 8208:00 7 3 10 7 6 13 08:15 14 9 23 5 8 13 08:30 6 6 12 13 12 25 08:45 6 33 10 28 16 61 10 35 5 31 15 6609:00 3 9 12 6 3 9 09:15 5 9 14 8 10 18 09:30 17 12 29 3 4 7 09:45 8 33 6 36 14 69 1 18 0 17 1 3510:00 14 10 24 8 2 10 10:15 15 11 26 5 6 11 10:30 16 15 31 4 3 7 10:45 11 56 13 49 24 105 4 21 2 13 6 3411:00 17 20 37 6 4 10 11:15 14 14 28 2 6 8 11:30 22 14 36 0 0 0 11:45 15 68 16 64 31 132 1 9 3 13 4 22 TOTALS 236 221 457 672 481 1153 SPLIT %51.6%48.4%28.4%58.3%41.7%71.6% NB SB EB WB 0 0 908 702 AM Peak Hour 11:30 11:30 11:30 15:15 12:00 13:45 AM Pk Volume 78 67 145 103 69 157 Pk Hr Factor 0.848 0.882 0.863 0.757 0.821 0.892 7 - 9 Volume 0 0 59 48 107 0 0 160 92 252 7 - 9 Peak Hour 07:45 08:00 07:45 16:00 16:00 16:00 7 - 9 Pk Volume 0 0 40 28 64 0 0 94 54 148 Pk Hr Factor 0.000 0.000 0.714 0.700 0.696 0.000 0.000 0.691 0.675 0.685 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 1,610 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying ServicesVOLUME Cerezo Dr Bet. Carlsbad Blvd & Los Robles Dr Sunday 7/18/2021 DAILY TOTALS Total 1,610 ATTACHMENT C Prepared by NDS/ATD Day:City:Carlsbad Date:Project #:CA21_040091_008 NB SB EB WB 307 197 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 0 4 2 0 0 6 00:15 0 0 0 0 4 3 0 0 700:30 0 0 0 0 5 6 0 0 1100:45 0 0 0 0 3 16 6 17 0 0 9 3301:00 0 0 0 0 5 5 0 0 1001:15 0 0 0 0 6 3 0 0 901:30 0 0 0 0 4 3 0 0 701:45 0 0 0 0 2 17 5 16 0 0 7 3302:00 0 0 0 0 7 7 0 0 14 02:15 0 0 0 0 4 2 0 0 6 02:30 0 0 0 0 5 1 0 0 6 02:45 0 0 0 0 2 18 6 16 0 0 8 3403:00 0 0 0 0 6 3 0 0 9 03:15 0 0 0 0 2 7 0 0 9 03:30 0 0 0 0 3 5 0 0 8 03:45 0 0 0 0 5 16 5 20 0 0 10 3604:00 0 0 0 0 4 4 0 0 8 04:15 0 0 0 0 10 7 0 0 17 04:30 1 0 0 0 1 13 4 0 0 17 04:45 2 3 2 2 0 0 4 5 10 37 6 21 0 0 16 5805:00 0 0 0 0 6 2 0 0 8 05:15 0 1 0 0 1 7 2 0 0 9 05:30 0 0 0 0 12 7 0 0 19 05:45 0 0 1 0 0 1 8 33 4 15 0 0 12 4806:00 1 2 0 0 3 13 3 0 0 16 06:15 2 2 0 0 4 8 3 0 0 11 06:30 2 0 0 0 2 10 4 0 0 14 06:45 3 8 2 6 0 0 5 14 3 34 4 14 0 0 7 4807:00 1 1 0 0 2 3 1 0 0 4 07:15 5 2 0 0 7 4 3 0 0 7 07:30 7 0 0 0 7 2 2 0 0 4 07:45 4 17 3 6 0 0 7 23 3 12 2 8 0 0 5 2008:00 8 3 0 0 11 0 0 0 0 08:15 3 4 0 0 7 4 0 0 0 4 08:30 8 7 0 0 15 0 1 0 0 1 08:45 6 25 0 14 0 0 6 39 2 6 0 1 0 0 2 709:00 4 3 0 0 7 4 1 0 0 5 09:15 5 1 0 0 6 1 1 0 0 2 09:30 5 2 0 0 7 1 0 0 0 1 09:45 5 19 3 9 0 0 8 28 2 8 0 2 0 0 2 1010:00 3 3 0 0 6 0 0 0 0 10:15 7 2 0 0 9 0 1 0 0 1 10:30 6 2 0 0 8 0 0 0 0 10:45 3 19 3 10 0 0 6 29 0 0 1 0 0 111:00 1 4 0 0 5 0 0 0 0 11:15 4 5 0 0 9 0 0 0 0 11:30 6 4 0 0 10 1 0 0 0 1 11:45 7 18 3 16 0 0 10 34 0 1 2 2 0 0 2 3 TOTALS 109 64 173 198 133 331 SPLIT %63.0%37.0%34.3%59.8%40.2%65.7% NB SB EB WB 307 197 0 0 AM Peak Hour 08:00 07:45 07:45 17:30 14:45 16:00 AM Pk Volume 25 17 40 41 21 58 Pk Hr Factor 0.781 0.607 0.667 0.788 0.750 0.853 7 - 9 Volume 42 20 0 0 62 70 36 0 0 106 7 - 9 Peak Hour 08:00 07:45 07:45 16:15 16:00 16:00 7 - 9 Pk Volume 25 17 0 0 40 39 21 0 0 58 Pk Hr Factor 0.781 0.607 0.000 0.000 0.667 0.750 0.750 0.000 0.000 0.853 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 504 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying ServicesVOLUME El Arbol Dr N/O Cerezo Dr Tuesday 5/25/2021 DAILY TOTALS Total 504 ATTACHMENT B Day:City:Carlsbad Date:Project #:CA21_040126_001 NB SB EB WB 292 159 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 9 3 12 00:15 0 0 0 5 3 800:30 0 0 0 9 5 1400:45 1 1 0 1 1 2 25 1 12 3 3701:00 1 0 1 5 5 1001:15 0 0 0 8 4 1201:30 0 0 0 7 4 1101:45 0 1 0 0 1 9 29 2 15 11 4402:00 0 0 0 3 3 6 02:15 2 0 2 9 3 12 02:30 0 0 0 1 4 5 02:45 0 2 0 0 2 7 20 3 13 10 3303:00 0 0 0 6 0 6 03:15 0 0 0 5 3 8 03:30 0 0 0 4 2 6 03:45 0 0 0 4 19 6 11 10 3004:00 0 0 0 7 0 7 04:15 0 0 0 2 3 5 04:30 1 1 2 3 3 6 04:45 0 1 0 1 0 2 4 16 1 7 5 2305:00 0 1 1 4 2 6 05:15 0 0 0 5 1 6 05:30 2 0 2 1 1 2 05:45 0 2 0 1 0 3 4 14 3 7 7 2106:00 1 0 1 8 6 14 06:15 0 2 2 5 0 5 06:30 1 0 1 1 1 2 06:45 1 3 0 2 1 5 3 17 3 10 6 2707:00 1 2 3 2 0 2 07:15 1 4 5 3 1 4 07:30 2 3 5 2 1 3 07:45 4 8 3 12 7 20 4 11 3 5 7 1608:00 6 4 10 1 0 1 08:15 3 3 6 5 2 7 08:30 8 4 12 2 6 8 08:45 0 17 1 12 1 29 3 11 1 9 4 2009:00 1 1 2 3 1 4 09:15 6 3 9 2 1 3 09:30 6 7 13 1 1 2 09:45 9 22 1 12 10 34 1 7 1 4 2 1110:00 6 4 10 2 0 2 10:15 7 3 10 0 0 0 10:30 7 3 10 0 1 1 10:45 6 26 5 15 11 41 5 7 2 3 7 1011:00 7 0 7 2 0 2 11:15 7 3 10 1 0 1 11:30 6 3 9 0 0 0 11:45 9 29 2 8 11 37 1 4 0 1 4 TOTALS 112 63 175 180 96 276 SPLIT %64.0%36.0%38.8%65.2%34.8%61.2% NB SB EB WB 292 159 0 0 AM Peak Hour 11:45 09:15 11:45 13:00 12:30 13:00 AM Pk Volume 32 15 45 29 15 44 Pk Hr Factor 0.889 0.536 0.804 0.806 0.750 0.917 7 - 9 Volume 25 24 0 0 49 30 14 0 0 44 7 - 9 Peak Hour 07:45 07:15 07:45 16:00 16:15 16:00 7 - 9 Pk Volume 21 14 0 0 35 16 9 0 0 23 Pk Hr Factor 0.656 0.875 0.000 0.000 0.729 0.571 0.750 0.000 0.000 0.821 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 451 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Arbol Dr Bet. Cerezo Dr & Cannon Rd 21:3021:4522:00 Total 451 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Saturday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 7/17/2021 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 ATTACHMENT C Day:City:Carlsbad Date:Project #:CA21_040126_001 NB SB EB WB 316 161 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 8 2 10 00:15 0 0 0 8 4 1200:30 0 0 0 9 4 1300:45 0 0 0 5 30 5 15 10 4501:00 0 1 1 4 3 701:15 0 0 0 5 2 701:30 0 0 0 7 5 1201:45 0 0 1 0 1 12 28 3 13 15 4102:00 0 0 0 5 2 7 02:15 0 0 0 14 3 17 02:30 0 0 0 13 3 16 02:45 0 0 0 8 40 5 13 13 5303:00 0 0 0 9 2 11 03:15 0 0 0 12 4 16 03:30 0 0 0 15 2 17 03:45 0 0 0 12 48 1 9 13 5704:00 0 0 0 7 2 9 04:15 0 0 0 13 3 16 04:30 0 0 0 10 2 12 04:45 0 0 0 5 35 3 10 8 4505:00 0 0 0 6 3 9 05:15 0 0 0 11 2 13 05:30 0 0 0 9 4 13 05:45 1 1 0 1 1 2 28 5 14 7 4206:00 0 1 1 5 2 7 06:15 2 0 2 3 1 4 06:30 0 0 0 2 2 4 06:45 0 2 0 1 0 3 2 12 1 6 3 1807:00 3 2 5 1 1 2 07:15 1 1 2 2 0 2 07:30 0 3 3 1 1 2 07:45 1 5 1 7 2 12 2 6 6 8 8 1408:00 1 1 2 5 0 5 08:15 0 1 1 0 2 2 08:30 3 2 5 0 0 0 08:45 5 9 1 5 6 14 0 5 1 3 1 809:00 2 3 5 1 1 2 09:15 3 0 3 1 1 2 09:30 6 4 10 0 2 2 09:45 3 14 1 8 4 22 0 2 0 4 0 610:00 7 1 8 1 0 1 10:15 8 11 19 1 2 3 10:30 4 5 9 0 0 0 10:45 7 26 6 23 13 49 1 3 3 5 4 811:00 3 4 7 1 0 1 11:15 3 5 8 2 2 4 11:30 3 1 4 0 0 0 11:45 10 19 4 14 14 33 0 3 0 2 0 5 TOTALS 76 59 135 240 102 342 SPLIT %56.3%43.7%28.3%70.2%29.8%71.7% NB SB EB WB 316 161 0 0 AM Peak Hour 11:45 10:15 10:00 15:00 12:15 14:15 AM Pk Volume 35 26 49 48 16 57 Pk Hr Factor 0.875 0.591 0.645 0.800 0.800 0.838 7 - 9 Volume 14 12 0 0 26 63 24 0 0 87 7 - 9 Peak Hour 08:00 07:00 08:00 16:00 17:00 16:00 7 - 9 Pk Volume 9 7 0 0 14 35 14 0 0 45 Pk Hr Factor 0.450 0.583 0.000 0.000 0.583 0.673 0.700 0.000 0.000 0.703 Prepared by National Data & Surveying ServicesVOLUME El Arbol Dr Bet. Cerezo Dr & Cannon Rd Sunday 7/18/2021 DAILY TOTALS Total 477 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total 477 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS ATTACHMENT C Day:City:Carlsbad Date:Project #:CA21_040091_007 NB SB EB WB 186 130 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 4 2 6 00:15 0 0 0 1 5 600:30 0 0 0 2 2 400:45 0 0 0 1 8 3 12 4 2001:00 0 0 0 1 3 401:15 0 0 0 3 2 501:30 0 1 1 2 3 501:45 1 1 0 1 1 2 6 12 1 9 7 2102:00 1 0 1 4 3 7 02:15 0 0 0 3 0 3 02:30 0 0 0 2 3 5 02:45 0 1 1 1 1 2 1 10 4 10 5 2003:00 0 0 0 5 4 9 03:15 0 0 0 2 0 2 03:30 0 0 0 3 0 3 03:45 0 0 0 2 12 3 7 5 1904:00 0 0 0 3 3 6 04:15 0 0 0 6 4 10 04:30 0 0 0 5 2 7 04:45 0 0 0 0 14 2 11 2 2505:00 0 0 0 9 1 10 05:15 0 0 0 7 2 9 05:30 0 2 2 7 3 10 05:45 1 1 2 4 3 5 11 34 2 8 13 4206:00 1 2 3 10 3 13 06:15 1 2 3 1 1 2 06:30 0 2 2 4 3 7 06:45 2 4 1 7 3 11 2 17 1 8 3 2507:00 1 2 3 3 0 3 07:15 1 3 4 1 2 3 07:30 3 1 4 4 1 5 07:45 3 8 4 10 7 18 2 10 1 4 3 1408:00 3 1 4 3 0 3 08:15 4 1 5 3 0 3 08:30 3 4 7 2 1 3 08:45 2 12 2 8 4 20 0 8 0 1 0 909:00 2 3 5 2 1 3 09:15 3 2 5 1 1 2 09:30 2 2 4 1 1 2 09:45 2 9 2 9 4 18 0 4 0 3 0 710:00 0 5 5 0 1 1 10:15 2 2 4 1 1 2 10:30 2 0 2 0 1 1 10:45 2 6 0 7 2 13 0 1 0 3 0 411:00 4 4 8 1 0 1 11:15 0 0 0 0 0 0 11:30 4 0 4 0 0 0 11:45 5 13 3 7 8 20 0 1 0 0 1 TOTALS 55 54 109 131 76 207 SPLIT %50.5%49.5%34.5%63.3%36.7%65.5% NB SB EB WB 186 130 0 0 AM Peak Hour 11:30 11:45 11:30 17:15 12:15 17:15 AM Pk Volume 14 12 24 35 13 45 Pk Hr Factor 0.700 0.600 0.750 0.795 0.650 0.865 7 - 9 Volume 20 18 0 0 38 48 19 0 0 67 7 - 9 Peak Hour 07:30 07:00 07:45 17:00 16:00 17:00 7 - 9 Pk Volume 13 10 0 0 23 34 11 0 0 42 Pk Hr Factor 0.813 0.625 0.000 0.000 0.821 0.773 0.688 0.000 0.000 0.808 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 316 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Los Robles Dr N/O Cerezo Dr 21:3021:4522:00 Total 316 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/25/2021 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 ATTACHMENT B Day:City:Carlsbad Date:Project #:CA21_040126_002 NB SB EB WB 245 177 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 0 0 10 2 12 00:15 0 0 0 6 5 1100:30 0 0 0 4 4 800:45 0 0 0 7 27 6 17 13 4401:00 0 0 0 10 5 1501:15 0 0 0 8 3 1101:30 0 0 0 8 4 1201:45 0 0 0 3 29 1 13 4 4202:00 0 0 0 6 1 7 02:15 0 1 1 2 1 3 02:30 0 0 0 4 5 9 02:45 0 0 1 0 1 6 18 2 9 8 2703:00 0 0 0 4 2 6 03:15 0 0 0 3 3 6 03:30 0 0 0 7 5 12 03:45 0 0 0 5 19 4 14 9 3304:00 0 0 0 4 3 7 04:15 0 0 0 5 2 7 04:30 0 0 0 2 3 5 04:45 0 0 0 4 15 0 8 4 2305:00 1 0 1 2 4 6 05:15 0 0 0 3 3 6 05:30 1 1 2 3 3 6 05:45 0 2 0 1 0 3 0 8 0 10 0 1806:00 0 1 1 3 4 7 06:15 1 4 5 3 1 4 06:30 1 1 2 1 5 6 06:45 2 4 1 7 3 11 1 8 2 12 3 2007:00 1 2 3 1 0 1 07:15 3 6 9 0 0 0 07:30 1 1 2 4 2 6 07:45 4 9 3 12 7 21 2 7 0 2 2 908:00 0 3 3 2 1 3 08:15 3 4 7 2 6 8 08:30 6 5 11 7 0 7 08:45 6 15 1 13 7 28 0 11 0 7 0 1809:00 7 8 15 1 1 2 09:15 6 1 7 2 3 5 09:30 5 4 9 0 0 0 09:45 10 28 2 15 12 43 0 3 1 5 1 810:00 5 3 8 1 0 1 10:15 5 2 7 1 1 2 10:30 5 3 8 2 1 3 10:45 0 15 4 12 4 27 1 5 0 2 1 711:00 1 5 6 0 1 1 11:15 9 3 12 1 1 2 11:30 5 3 8 1 1 2 11:45 5 20 3 14 8 34 0 2 0 3 0 5 TOTALS 93 75 168 152 102 254 SPLIT %55.4%44.6%39.8%59.8%40.2%60.2% NB SB EB WB 245 177 0 0 AM Peak Hour 11:15 08:15 09:00 12:45 12:15 12:45 AM Pk Volume 29 18 43 33 20 51 Pk Hr Factor 0.725 0.563 0.717 0.825 0.833 0.850 7 - 9 Volume 24 25 0 0 49 23 18 0 0 41 7 - 9 Peak Hour 08:00 07:45 07:45 16:00 16:30 16:00 7 - 9 Pk Volume 15 15 0 0 28 15 10 0 0 23 Pk Hr Factor 0.625 0.750 0.000 0.000 0.636 0.750 0.625 0.000 0.000 0.821 VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 7/17/2021 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Saturday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Los Robles Dr Bet. Cerezo Dr & Cannon Rd 21:3021:4522:00 Total 422 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 422 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 ATTACHMENT C Day:City:Carlsbad Date:Project #:CA21_040126_002 NB SB EB WB 278 161 0 0 AM Period NB SB EB WB NB SB EB WB00:00 0 1 1 2 1 3 00:15 0 0 0 5 2 700:30 0 0 0 4 7 1100:45 0 0 1 0 1 7 18 6 16 13 3401:00 2 0 2 3 2 501:15 0 0 0 5 2 701:30 0 0 0 7 5 1201:45 0 2 0 0 2 7 22 1 10 8 3202:00 0 0 0 3 7 10 02:15 0 0 0 12 4 16 02:30 1 1 2 14 3 17 02:45 0 1 0 1 0 2 15 44 6 20 21 6403:00 0 0 0 10 5 15 03:15 1 0 1 15 6 21 03:30 0 0 0 8 2 10 03:45 0 1 0 0 1 6 39 5 18 11 5704:00 0 0 0 5 3 8 04:15 0 0 0 14 4 18 04:30 0 0 0 4 3 7 04:45 0 0 0 6 29 1 11 7 4005:00 0 0 0 9 2 11 05:15 0 0 0 3 2 5 05:30 0 1 1 4 2 6 05:45 0 0 1 0 1 6 22 2 8 8 3006:00 0 0 0 4 2 6 06:15 0 0 0 2 4 6 06:30 0 1 1 4 5 9 06:45 2 2 0 1 2 3 3 13 2 13 5 2607:00 0 2 2 1 0 1 07:15 1 1 2 2 0 2 07:30 0 1 1 2 2 4 07:45 2 3 2 6 4 9 2 7 1 3 3 1008:00 1 1 2 4 0 4 08:15 2 1 3 4 1 5 08:30 2 2 4 1 2 3 08:45 1 6 1 5 2 11 0 9 1 4 1 1309:00 0 3 3 2 1 3 09:15 4 1 5 0 0 0 09:30 4 2 6 0 0 0 09:45 5 13 2 8 7 21 0 2 0 1 0 310:00 6 3 9 2 0 2 10:15 7 4 11 1 0 1 10:30 5 3 8 1 0 1 10:45 3 21 3 13 6 34 0 4 1 1 1 511:00 4 5 9 1 0 1 11:15 4 6 10 0 0 0 11:30 7 2 9 0 0 0 11:45 3 18 6 19 9 37 1 2 1 1 2 3 TOTALS 67 55 122 211 106 317 SPLIT %54.9%45.1%27.8%66.6%33.4%72.2% NB SB EB WB 278 161 0 0 AM Peak Hour 09:45 11:00 11:00 14:30 14:00 14:30 AM Pk Volume 23 19 37 54 20 74 Pk Hr Factor 0.821 0.792 0.925 0.900 0.714 0.881 7 - 9 Volume 9 11 0 0 20 51 19 0 0 70 7 - 9 Peak Hour 07:45 07:00 07:45 16:15 16:00 16:15 7 - 9 Pk Volume 7 6 0 0 13 33 11 0 0 43 Pk Hr Factor 0.875 0.750 0.000 0.000 0.813 0.589 0.688 0.000 0.000 0.597 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total 439 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by National Data & Surveying ServicesVOLUME Los Robles Dr Bet. Cerezo Dr & Cannon Rd Sunday 7/18/2021 DAILY TOTALS Total 439 ATTACHMENT C National Data & Surveying ServicesIntersection Turning Movement Count Location:El Arbol Dr & Cerezo Dr City:Carlsbad Project ID:Control:1-Way Yield (EB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 1 2 0 0 0 1 1 0 3 0 0 2 0 0 0 0 107:15 AM 0 1 0 0 0 0 3 1 4 0 0 0 0 0 0 0 97:30 AM 1 3 0 0 0 1 2 0 1 0 0 3 0 0 0 0 117:45 AM 2 2 0 0 0 0 1 0 2 0 4 1 0 0 0 0 128:00 AM 1 4 0 0 0 2 2 0 5 0 2 0 0 0 0 0 168:15 AM 0 4 0 0 0 1 2 1 3 0 0 0 0 0 0 0 118:30 AM 1 0 0 0 0 1 4 0 1 0 2 0 0 0 0 0 98:45 AM 1 3 0 0 0 1 2 0 1 0 0 0 0 0 0 0 8 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :7 19 0 0 0 7 17 2 20 0 8 6 0 0 0 0 86APPROACH %'s :26.92%73.08%0.00%0.00%0.00%26.92%65.38%7.69%58.82%0.00%23.53%17.65%PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :4 13 0 0 0 4 7 1 11 0 6 4 0 0 0 0 50PEAK HR FACTOR :0.500 0.813 0.000 0.000 0.000 0.500 0.875 0.250 0.550 0.000 0.375 0.333 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 1 0 0 0 2 2 0 5 0 0 1 0 0 0 0 114:15 PM 2 1 0 0 0 0 0 0 5 0 1 0 0 0 0 0 94:30 PM 0 0 0 0 0 2 1 0 4 0 1 1 0 0 0 0 94:45 PM 0 0 0 0 0 2 1 0 3 0 1 1 0 0 0 0 85:00 PM 0 2 0 0 0 2 3 0 4 0 2 0 0 0 0 0 135:15 PM 0 4 0 0 0 2 2 0 2 0 1 1 0 0 0 0 125:30 PM 2 2 0 0 0 2 2 1 14 0 0 0 0 0 0 0 235:45 PM 0 1 0 0 0 1 1 0 8 0 1 0 0 0 0 0 12 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :4 11 0 0 0 13 12 1 45 0 7 4 0 0 0 0 97APPROACH %'s :26.67%73.33%0.00%0.00%0.00%50.00%46.15%3.85%80.36%0.00%12.50%7.14%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :2 9 0 0 0 7 8 1 28 0 4 1 0 0 0 0 60PEAK HR FACTOR :0.250 0.563 0.000 0.000 0.000 0.875 0.667 0.250 0.500 0.000 0.500 0.250 0.000 0.000 0.000 0.000 21-040090-0045/25/2021 05:00 PM - 06:00 PM 0.6520.688 0.800 0.589 07:30 AM - 08:30 AM 0.781 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.850 0.750 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr ATTACHMENT B National Data & Surveying ServicesIntersection Turning Movement Count Location:El Arbol Dr & Cerezo Dr City:Carlsbad Project ID:Control:1-Way Yield (EB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 27:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 18:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 1 0 0 0 2 0 0 0 0 1 0 0 0 0 0 4APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 34:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 14:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 14:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 15:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 4 0 0 0 2 0 0 0 0 2 0 0 0 0 0 8APPROACH %'s :0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-040090-0045/25/2021 05:00 PM - 06:00 PM 0.3750.250 0.250 07:30 AM - 08:30 AM 0.250 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr ATTACHMENT B National Data & Surveying ServicesIntersection Turning Movement CountLocation:El Arbol Dr & Cerezo Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 1 17:30 AM 0 0 0 0 0 0 1 0 17:45 AM 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 1 0 18:30 AM 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 1 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :0 0 0 0 0 0 3 1 4 APPROACH %'s :75.00%25.00% PEAK HR :07:30 AM 38 -1 -1 TOTAL PEAK HR VOL :0 0 0 0 0 0 2 0 2 PEAK HR FACTOR :0.500 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL4:00 PM 0 0 0 0 0 0 1 1 24:15 PM 0 0 0 0 0 0 0 0 04:30 PM 0 1 0 0 0 0 0 2 3 4:45 PM 0 0 0 0 0 0 2 0 25:00 PM 0 0 0 0 0 0 2 0 25:15 PM 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 2 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :0 1 0 0 0 0 7 3 11APPROACH %'s :0.00%100.00%70.00%30.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :0 0 0 0 0 0 4 0 4 PEAK HR FACTOR :0.500 21-040090-004 5/25/2021 0.5000.500 05:00 PM - 06:00 PM 0.500 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.500 07:30 AM - 08:30 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr ATTACHMENT B Prepared by National Data & Surveying Services ID:21-040090-004 Day: City:Carlsbad Date: AM 7 4 0 1 AM NOON 0 0 0 0 NOON PM 8 7 0 1 PM AM NOON PM PM NOON AM 0 1 0 0 0 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 11 0 28 0 TEV 50 0 60 0 0 0 0 0 0 0 1 PHF 0.78 0.65 6 0 4 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 2 9 0 PM NOON 0 0 0 0 NOON AM 0 4 13 0 AM 0 NONE 05:00 PM - 06:00 PM 38 El Arbol Dr & Cerezo Dr Peak Hour Turning Movement Count El Arbol Dr Tuesday SOUTHBOUND 5/25/2021 4:00 PM - 06:00 PMPEAK HOURS07:30 AM - 08:30 AM 25 7:00 AM - 09:00 AM COUNT PERIODSNONE 0 0 0 Totals (AM)11 Total Bikes (AM)Cerezo Dr EASTBOUNDWESTBOUNDCerezo Dr 15 0 11 CONTROL 1-Way Yield (EB) Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 10 NORTHBOUND El Arbol Dr Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM00 0 40 2 00 000 000 0 00 000 000 00 0 00 0 0 0100200 0 00 0 0 0000000 0 01 0 0 0000000 0 04 0 28 8700920 0 00 0 0 0000000 0 06 0 11 7400134ATTACHMENT B t. ¢=i --+----+---.. --+------+--- .!) r -+----+-----+------+---., c:' -+----+--- -+ ,. c:::;> National Data & Surveying ServicesIntersection Turning Movement Count Location:El Arbol Dr & Cerezo DrCity:Carlsbad Project ID:Control:1-Way Yield(EB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 3 1 0 0 0 1 2 0 1 0 0 0 0 0 0 0 87:15 AM 0 1 0 0 0 0 3 0 0 0 2 0 0 0 0 0 67:30 AM 0 1 0 0 0 0 4 0 0 0 4 0 0 0 0 0 97:45 AM 1 1 0 0 0 1 1 0 4 0 1 1 0 0 0 0 108:00 AM 1 3 0 0 0 2 2 0 2 0 1 0 0 0 0 0 118:15 AM 1 3 0 0 0 1 2 0 3 0 2 0 0 0 0 0 128:30 AM 4 0 0 0 0 1 4 0 4 0 3 1 0 0 0 0 178:45 AM 0 0 0 0 0 0 1 0 1 0 2 1 0 0 0 0 5 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :10 10 0 0 0 6 19 0 15 0 15 3 0 0 0 0 78APPROACH %'s :50.00%50.00%0.00%0.00%0.00%24.00%76.00%0.00%45.45%0.00%45.45%9.09%PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :7 7 0 0 0 5 9 0 13 0 7 2 0 0 0 0 50PEAK HR FACTOR :0.438 0.583 0.000 0.000 0.000 0.625 0.563 0.000 0.813 0.000 0.583 0.500 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL11:00 AM 2 3 0 0 0 0 0 0 3 0 1 0 0 0 0 0 911:15 AM 2 2 0 0 0 1 5 0 4 0 5 0 0 0 0 0 1911:30 AM 0 3 0 0 0 0 4 0 6 0 2 2 0 0 0 0 1711:45 AM 1 2 0 0 0 0 1 0 8 0 1 0 0 0 0 0 1312:00 PM 1 2 0 0 0 0 3 0 6 0 0 0 0 0 0 0 1212:15 PM 1 1 0 0 0 1 1 0 3 0 1 0 0 0 0 0 812:30 PM 1 3 0 0 0 3 2 0 8 0 0 2 0 0 0 0 1912:45 PM 5 0 0 0 0 0 1 0 0 0 2 1 0 0 0 0 9 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :13 16 0 0 0 5 17 0 38 0 12 5 0 0 0 0 106APPROACH %'s :44.83%55.17%0.00%0.00%0.00%22.73%77.27%0.00%69.09%0.00%21.82%9.09%PEAK HR :11:15 AM 162 0 0 TOTAL PEAK HR VOL :4 9 0 0 0 1 13 0 24 0 8 2 0 0 0 0 61PEAK HR FACTOR :0.500 0.750 0.000 0.000 0.000 0.250 0.650 0.000 0.750 0.000 0.400 0.250 0.000 0.000 0.000 0.000 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 1 3 0 0 0 0 0 0 2 0 4 0 0 0 0 0 104:15 PM 0 0 0 0 0 0 5 0 3 0 0 0 0 0 0 0 84:30 PM 0 0 0 0 0 0 4 0 2 0 0 0 0 0 0 0 64:45 PM 1 1 0 0 0 0 1 0 2 0 0 1 0 0 0 0 65:00 PM 2 1 0 0 0 1 0 0 5 0 1 1 0 0 0 0 115:15 PM 1 0 0 0 0 0 1 0 3 0 2 0 0 0 0 0 75:30 PM 1 1 0 0 0 0 0 0 2 0 3 2 0 0 0 0 95:45 PM 1 1 0 0 0 2 1 0 4 0 1 1 0 0 0 0 11 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :7 7 0 0 0 3 12 0 23 0 11 5 0 0 0 0 68APPROACH %'s :50.00%50.00%0.00%0.00%0.00%20.00%80.00%0.00%58.97%0.00%28.21%12.82%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :5 3 0 0 0 3 2 0 14 0 7 4 0 0 0 0 38 PEAK HR FACTOR :0.625 0.750 0.000 0.000 0.000 0.375 0.500 0.000 0.700 0.000 0.583 0.500 0.000 0.000 0.000 0.000 Data - Totals El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr 0.875 0.700 0.688 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 21-040127-0017/17/2021 05:00 PM - 06:00 PM 0.8640.667 0.417 0.893 11:15 AM - 12:15 PM 0.8030.813 0.583 0.850 07:45 AM - 08:45 AM 0.735 ATTACHMENT C National Data & Surveying ServicesIntersection Turning Movement Count Location:El Arbol Dr & Cerezo DrCity:Carlsbad Project ID:Control:1-Way Yield(EB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 18:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 18:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4APPROACH %'s :50.00%50.00%0.00%0.00%0.00%100.00%0.00%0.00%PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 112:00 PM 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 212:15 PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 212:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 2 0 0 0 1 1 0 1 0 1 0 0 0 0 0 6APPROACH %'s :0.00%100.00%0.00%0.00%0.00%50.00%50.00%0.00%50.00%0.00%50.00%0.00%PEAK HR :11:15 AM 162 0 0 TOTAL PEAK HR VOL :0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 4PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7APPROACH %'s :71.43%28.57%0.00%0.00%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Data - Bikes El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr 0.500 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 21-040127-0017/17/2021 05:00 PM - 06:00 PM 11:15 AM - 12:15 PM 0.5000.250 0.250 0.250 07:45 AM - 08:45 AM 0.500 ATTACHMENT C National Data & Surveying ServicesIntersection Turning Movement CountLocation:El Arbol Dr & Cerezo Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 0 0 0 0 0 0 0 0 07:15 AM 1 0 0 0 0 0 2 1 47:30 AM 0 1 0 0 0 0 1 2 47:45 AM 0 0 0 0 0 0 2 0 2 8:00 AM 0 1 1 1 0 0 1 1 58:15 AM 0 0 0 0 0 0 0 0 08:30 AM 1 0 0 0 0 0 2 1 48:45 AM 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :2 2 1 1 0 0 8 5 19 APPROACH %'s :50.00%50.00%50.00%50.00%61.54%38.46% PEAK HR :07:45 AM 39 -1 -1 TOTAL PEAK HR VOL :1 1 1 1 0 0 5 2 11 PEAK HR FACTOR :0.250 0.250 0.250 0.250 0.625 0.500 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL11:00 AM 0 0 0 0 0 0 0 0 011:15 AM 0 1 0 0 0 0 1 1 311:30 AM 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 012:00 PM 1 0 1 0 0 0 0 1 312:15 PM 0 0 1 1 0 0 0 0 212:30 PM 0 3 0 0 0 0 0 0 3 12:45 PM 0 0 0 1 0 0 0 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1 4 2 2 0 0 1 2 12APPROACH %'s :20.00%80.00%50.00%50.00%33.33%66.67% PEAK HR :11:15 AM 160 -2 -2 TOTAL PEAK HR VOL :1 1 1 0 0 0 1 2 6 PEAK HR FACTOR :0.250 0.250 0.250 0.250 0.500 EB WB EB WB NB SB NB SB TOTAL 4:00 PM 0 0 0 0 0 0 0 1 14:15 PM 0 0 0 0 0 0 0 0 04:30 PM 0 1 0 0 0 0 1 0 24:45 PM 1 0 0 0 0 0 0 1 2 5:00 PM 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 1 3 45:30 PM 0 1 0 1 0 0 2 1 55:45 PM 0 0 1 3 0 0 0 0 4 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :1 2 1 4 0 0 4 6 18 APPROACH %'s :33.33%66.67%20.00%80.00%40.00%60.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :0 1 1 4 0 0 3 4 13 PEAK HR FACTOR :0.250 0.250 0.333 0.375 0.333 Data - Pedestrians (Crosswalks) El Arbol Dr El Arbol Dr Cerezo Dr Cerezo Dr 0.250 0.583 07:45 AM - 08:45 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 21-040127-001 7/17/2021 0.6500.250 0.313 0.438 05:00 PM - 06:00 PM 11:15 AM - 12:15 PM 0.5000.500 0.250 0.375 0.5500.500 ATTACHMENT C Prepared by National Data & Surveying Services ID:21-040127-001 Day: City:Carlsbad Date: AM 9 5 0 0 AM NOON 13 1 0 0 NOON PM 2 3 0 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 0 0 0 0 0 0 0 2 2 4 0 0 0 0 0 13 24 14 0 TEV 50 61 38 0 0 0 0 0 0 0 1 PHF 0.74 0.80 0.86 7 8 7 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 5 3 0 PM NOON 0 4 9 0 NOON AM 0 7 7 0 AM Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 9 12 NORTHBOUND El Arbol Dr Total (NOON)Total Bikes (NOON) 11:15 AM - 12:15 PM 0 0 0 Total (AM)10 Total Bikes (AM)Cerezo DrEASTBOUNDWESTBOUNDCerezo Dr18 19 11 CONTROL 1-Way Yield(EB) 33 11:00 AM - 01:00 PM 05:00 PM - 06:00 PM 17 El Arbol Dr & Cerezo Dr Peak Hour Turning Movement Count El Arbol Dr Saturday SOUTHBOUND 7/17/2021 4:00 PM - 06:00 PMPEAK HOURS07:45 AM - 08:45 AM 20 7:00 AM - 09:00 AM COUNT PERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM422 315 111401000 000111011 0 0 00 0 0 0000000 0 01 0 1 0100100 0 00 0 0 0200000 0 07 0 14 2300350 0 08 0 24 13100940 0 07 0 13 950077ATTACHMENT C t. ¢=i --+----+---.. --+------+--- .!) r -+----+-----+------+---., c:' -+----+--- -+ ,. c:::;> National Data & Surveying ServicesIntersection Turning Movement Count Location:Los Robles Dr & Cerezo Dr City:Carlsbad Project ID:Control:2-Way Stop (NB/SB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 2 0 1 0 1 0 0 0 1 3 1 0 0 2 0 0 117:15 AM 0 0 3 0 0 1 3 0 1 3 2 2 2 4 0 0 217:30 AM 1 2 1 0 0 0 1 0 1 1 2 4 0 4 0 0 177:45 AM 3 2 1 0 0 1 4 0 1 7 0 2 0 5 0 0 268:00 AM 1 2 1 0 0 0 1 0 1 5 0 0 1 2 0 0 148:15 AM 1 1 0 0 1 0 0 0 2 2 0 2 0 1 1 0 118:30 AM 2 1 0 0 0 2 2 0 1 3 2 3 0 3 1 0 208:45 AM 0 0 0 0 0 1 1 0 1 1 0 3 0 3 1 0 11 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :10 8 7 0 2 5 12 0 9 25 7 16 3 24 3 0 131APPROACH %'s :40.00%32.00%28.00%0.00%10.53%26.32%63.16%0.00%15.79%43.86%12.28%28.07%10.00%80.00%10.00%0.00%PEAK HR :07:15 AM 38 0 0 TOTAL PEAK HR VOL :5 6 6 0 0 2 9 0 4 16 4 8 3 15 0 0 78PEAK HR FACTOR :0.417 0.750 0.500 0.000 0.000 0.500 0.563 0.000 1.000 0.571 0.500 0.500 0.375 0.750 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 3 0 0 0 0 2 1 0 4 7 5 11 0 3 0 0 364:15 PM 0 2 3 0 1 1 3 0 5 3 0 3 0 2 0 0 234:30 PM 0 0 0 0 0 0 1 0 3 5 0 3 1 1 2 0 164:45 PM 5 0 0 0 0 1 0 0 0 6 2 3 0 1 0 0 185:00 PM 1 3 0 0 0 0 1 0 7 7 8 9 0 5 0 0 415:15 PM 2 1 1 0 0 0 2 0 5 3 2 10 0 1 0 1 285:30 PM 1 0 0 0 0 0 2 0 6 13 5 2 0 4 0 0 335:45 PM 2 2 1 0 0 0 3 0 10 7 2 1 0 1 0 0 29 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :14 8 5 0 1 4 13 0 40 51 24 42 1 18 2 1 224APPROACH %'s :51.85%29.63%18.52%0.00%5.56%22.22%72.22%0.00%25.48%32.48%15.29%26.75%4.55%81.82%9.09%4.55%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :6 6 2 0 0 0 8 0 28 30 17 22 0 11 0 1 131PEAK HR FACTOR :0.750 0.500 0.500 0.000 0.000 0.000 0.667 0.000 0.700 0.577 0.531 0.550 0.000 0.550 0.000 0.250 21-040090-0035/25/2021 05:00 PM - 06:00 PM 0.7990.700 0.667 0.782 0.600 07:15 AM - 08:15 AM 0.750 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.708 0.550 0.800 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT B National Data & Surveying ServicesIntersection Turning Movement Count Location:Los Robles Dr & Cerezo Dr City:Carlsbad Project ID:Control:2-Way Stop (NB/SB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 18:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :1 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4APPROACH %'s :33.33%66.67%0.00%0.00%100.00%0.00%0.00%0.00%PEAK HR :07:15 AM 38 0 0 TOTAL PEAK HR VOL :1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3PEAK HR FACTOR :0.250 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 PM 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 34:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 14:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 15:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 1 2 0 0 0 1 0 2 0 0 0 0 0 0 0 6APPROACH %'s :0.00%33.33%66.67%0.00%0.00%0.00%100.00%0.00%100.00%0.00%0.00%0.00%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21-040090-0035/25/2021 05:00 PM - 06:00 PM 0.2500.250 07:15 AM - 08:15 AM 0.750 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT B National Data & Surveying ServicesIntersection Turning Movement CountLocation:Los Robles Dr & Cerezo Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 0 0 0 5 0 0 0 0 57:15 AM 0 0 0 0 0 0 0 0 07:30 AM 0 1 0 0 0 0 0 2 37:45 AM 1 0 3 1 0 0 1 0 6 8:00 AM 0 0 0 0 1 1 0 0 28:15 AM 2 2 0 0 0 0 0 0 48:30 AM 1 4 5 1 0 0 0 1 128:45 AM 1 0 0 1 0 0 0 0 2 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :5 7 8 8 1 1 1 3 34 APPROACH %'s :41.67%58.33%50.00%50.00%50.00%50.00%25.00%75.00% PEAK HR :07:15 AM 37 -1 -1 TOTAL PEAK HR VOL :1 1 3 1 1 1 1 2 11 PEAK HR FACTOR :0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL4:00 PM 0 0 0 2 2 0 0 0 44:15 PM 2 2 0 1 0 2 1 0 84:30 PM 3 0 0 0 1 0 0 0 4 4:45 PM 1 0 0 1 0 2 0 0 45:00 PM 0 2 2 2 0 0 0 0 65:15 PM 0 1 1 3 0 2 0 1 85:30 PM 0 0 0 5 0 2 0 0 7 5:45 PM 0 0 2 0 0 2 0 0 4 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :6 5 5 14 3 10 1 1 45APPROACH %'s :54.55%45.45%26.32%73.68%23.08%76.92%50.00%50.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :0 3 5 10 0 6 0 1 25 PEAK HR FACTOR :0.375 0.625 0.500 0.750 0.250 21-040090-003 5/25/2021 0.7810.375 0.750 0.750 0.250 05:00 PM - 06:00 PM 0.4580.500 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.250 0.250 0.375 07:15 AM - 08:15 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT B Prepared by National Data & Surveying Services ID:21-040090-003 Day: City:Carlsbad Date: AM 9 2 0 0 AM NOON 0 0 0 0 NOON PM 8 0 0 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 0 0 0 1 11 0 15 8 0 22 0 0 0 0 3 4 0 28 0 TEV 78 0 131 0 1 0 0 16 0 30 1 PHF 0.75 0.80 4 0 17 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 6 6 2 PM NOON 0 0 0 0 NOON AM 0 5 6 6 AM 0 NONE 05:00 PM - 06:00 PM 34 Los Robles Dr & Cerezo Dr Peak Hour Turning Movement Count Los Robles Dr Tuesday SOUTHBOUND 5/25/2021 4:00 PM - 06:00 PMPEAK HOURS07:15 AM - 08:15 AM 10 7:00 AM - 09:00 AM COUNT PERIODSNONE 33 0 22 Totals (AM)17 Total Bikes (AM)Cerezo Dr EASTBOUNDWESTBOUNDCerezo Dr 37 0 47 CONTROL 2-Way Stop (NB/SB) Pedestrians (Crosswalks) Totals (PM)Total Bikes (PM) 0 9 NORTHBOUND Los Robles Dr Totals (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM10 2 00 1 50 3100 100 1 60 130 100 10 0 00 0 1 0000000 0 00 0 0 0000000 0 00 0 0 0000210 11 017 30 28 8002660 0 00 0 0 0000000 15 34 16 4 920665ATTACHMENT B t. ¢=i --+----+---.. --+------+--- .!) r -+----+-----+------+---., c:' -+----+--- -+ ,. c:::;> National Data & Surveying ServicesIntersection Turning Movement Count Location:Los Robles Dr & Cerezo DrCity:Carlsbad Project ID:Control:2-Way Stop(NB/SB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 2 0 0 0 0 2 1 0 0 2 3 4 0 5 1 0 207:15 AM 0 0 0 0 1 0 6 1 2 2 0 6 0 2 1 0 217:30 AM 0 0 0 0 1 0 0 0 1 3 1 5 0 3 1 0 157:45 AM 0 1 1 0 0 0 3 0 3 5 2 1 0 3 0 0 198:00 AM 2 0 0 0 0 1 2 0 1 4 3 2 0 4 0 0 198:15 AM 2 1 1 0 1 1 3 1 3 3 2 4 1 3 0 0 268:30 AM 5 2 0 0 1 1 3 0 5 8 3 1 0 8 1 0 388:45 AM 4 0 0 0 1 0 2 0 6 4 6 4 0 2 1 0 30 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :15 4 2 0 5 5 20 2 21 31 20 27 1 30 5 0 188APPROACH %'s :71.43%19.05%9.52%0.00%15.63%15.63%62.50%6.25%21.21%31.31%20.20%27.27%2.78%83.33%13.89%0.00%PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :13 3 1 0 3 3 10 1 15 19 14 11 1 17 2 0 113PEAK HR FACTOR :0.650 0.375 0.250 0.000 0.750 0.750 0.833 0.250 0.625 0.594 0.583 0.688 0.250 0.531 0.500 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL11:00 AM 2 2 0 0 0 2 3 0 0 6 1 9 0 2 0 0 2711:15 AM 5 0 1 0 2 0 2 0 7 6 4 4 0 6 2 0 3911:30 AM 1 2 0 0 1 0 3 0 0 7 2 1 1 5 2 0 2511:45 AM 3 1 1 0 0 0 3 0 2 6 0 2 0 1 1 0 2012:00 PM 0 1 0 0 1 0 2 0 7 5 2 2 0 4 1 0 2512:15 PM 3 0 1 0 0 1 3 1 4 6 3 7 0 1 0 0 3012:30 PM 1 0 0 0 0 1 1 1 2 11 2 3 0 4 0 1 2712:45 PM 4 3 0 0 0 2 4 0 4 5 2 3 0 6 1 0 34 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :19 9 3 0 4 6 21 2 26 52 16 31 1 29 7 1 227APPROACH %'s :61.29%29.03%9.68%0.00%12.12%18.18%63.64%6.06%20.80%41.60%12.80%24.80%2.63%76.32%18.42%2.63%PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :8 4 1 0 1 4 10 2 17 27 9 15 0 15 2 1 116PEAK HR FACTOR :0.500 0.333 0.250 0.000 0.250 0.500 0.625 0.500 0.607 0.614 0.750 0.536 0.000 0.625 0.500 0.250 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 0 0 0 0 1 0 1 2 3 7 1 2 0 0 0 0 174:15 PM 0 2 0 0 0 1 0 0 3 3 1 5 0 5 0 0 204:30 PM 1 0 0 0 1 0 1 0 2 0 2 6 0 5 2 0 204:45 PM 0 0 0 0 0 0 1 0 2 3 2 1 0 5 0 0 145:00 PM 0 1 0 0 1 2 3 0 2 6 0 3 0 3 0 0 215:15 PM 2 0 0 0 0 0 4 0 3 5 3 3 0 1 0 1 225:30 PM 2 1 0 0 0 0 3 0 4 7 2 9 0 5 0 0 335:45 PM 1 0 0 0 1 0 1 0 1 3 2 5 0 2 0 0 16 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :6 4 0 0 4 3 14 2 20 34 13 34 0 26 2 1 163APPROACH %'s :60.00%40.00%0.00%0.00%17.39%13.04%60.87%8.70%19.80%33.66%12.87%33.66%0.00%89.66%6.90%3.45%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :5 2 0 0 2 2 11 0 10 21 7 20 0 11 0 1 92 PEAK HR FACTOR :0.625 0.500 0.000 0.000 0.500 0.250 0.688 0.000 0.625 0.750 0.583 0.556 0.000 0.550 0.000 0.250 21-040127-0027/17/2021 05:00 PM - 06:00 PM 0.6970.583 0.625 0.659 0.600 12:00 PM - 01:00 PM 0.8530.464 0.708 0.850 0.643 08:00 AM - 09:00 AM 0.743 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.607 0.708 0.738 0.556 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT C National Data & Surveying ServicesIntersection Turning Movement Count Location:Los Robles Dr & Cerezo DrCity:Carlsbad Project ID:Control:2-Way Stop(NB/SB)Date: NS/EW Streets: 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 17:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 3 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 1 0 0 0 0 1 0 0 0 2 0 0 1 0 0 5APPROACH %'s :0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%100.00%0.00%0.00%PEAK HR :08:00 AM 41 0 0 TOTAL PEAK HR VOL :0 1 0 0 0 0 0 0 0 0 2 0 0 1 0 0 4PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:00 PM 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 312:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 112:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 112:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES :0 0 1 0 0 0 1 0 0 1 2 0 0 1 0 0 6APPROACH %'s :0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00%0.00%33.33%66.67%0.00%0.00%100.00%0.00%0.00%PEAK HR :12:00 PM 165 0 0 TOTAL PEAK HR VOL :0 0 1 0 0 0 1 0 0 1 2 0 0 1 0 0 6PEAK HR FACTOR :0.000 0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.250 0.500 0.000 0.000 0.250 0.000 0.000 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0NLNTNRNUSLSTSRSUELETEREUWLWTWRWU TOTAL4:00 PM 1 0 0 0 0 1 0 0 0 0 0 0 0 4 1 0 74:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 14:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 25:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 15:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 1 0 0 0 2 0 0 0 0 2 0 0 4 1 0 11APPROACH %'s :50.00%50.00%0.00%0.00%0.00%100.00%0.00%0.00%0.00%0.00%100.00%0.00%0.00%80.00%20.00%0.00%PEAK HR :05:00 PM 293 0 0 TOTAL PEAK HR VOL :0 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3 PEAK HR FACTOR :0.000 0.250 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 21-040127-0027/17/2021 05:00 PM - 06:00 PM 0.3750.250 0.250 0.250 12:00 PM - 01:00 PM 0.5000.250 0.250 0.375 0.250 08:00 AM - 09:00 AM 0.333 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NOON NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.250 0.250 0.250 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Bikes Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT C National Data & Surveying ServicesIntersection Turning Movement CountLocation:Los Robles Dr & Cerezo Dr Project ID: City:Carlsbad Date: NS/EW Streets: EB WB EB WB NB SB NB SB TOTAL 7:00 AM 1 0 0 0 0 0 0 0 17:15 AM 2 0 0 5 0 0 3 0 107:30 AM 0 4 0 3 0 0 0 0 77:45 AM 0 0 0 1 0 0 0 0 1 8:00 AM 0 2 6 11 0 0 0 0 198:15 AM 0 0 2 5 0 0 0 0 78:30 AM 2 5 1 5 2 0 0 1 168:45 AM 1 3 0 2 1 1 0 0 8 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :6 14 9 32 3 1 3 1 69 APPROACH %'s :30.00%70.00%21.95%78.05%75.00%25.00%75.00%25.00% PEAK HR :08:00 AM 40 -1 -1 TOTAL PEAK HR VOL :3 10 9 23 3 1 0 1 50 PEAK HR FACTOR :0.375 0.500 0.375 0.523 0.375 0.250 0.250 Headers NEB NWB SEB SWB ENS ESB WNB WSB EB WB EB WB NB SB NB SB TOTAL11:00 AM 0 0 0 0 0 1 0 0 111:15 AM 0 2 5 4 0 0 1 1 1311:30 AM 2 0 7 1 0 0 0 0 10 11:45 AM 0 0 3 1 0 0 0 0 412:00 PM 2 0 1 0 0 0 0 0 312:15 PM 1 3 2 6 0 3 0 0 1512:30 PM 0 6 5 11 1 1 0 0 24 12:45 PM 0 0 1 2 0 0 0 0 3 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :5 11 24 25 1 5 1 1 73APPROACH %'s :31.25%68.75%48.98%51.02%16.67%83.33%50.00%50.00% PEAK HR :12:00 PM 163 -2 -2 TOTAL PEAK HR VOL :3 9 9 19 1 4 0 0 45 PEAK HR FACTOR :0.375 0.375 0.450 0.432 0.250 0.333 EB WB EB WB NB SB NB SB TOTAL 4:00 PM 0 0 0 0 0 0 0 1 14:15 PM 0 2 0 2 0 0 0 0 44:30 PM 8 0 0 0 0 1 1 0 104:45 PM 2 0 0 0 0 2 0 0 4 5:00 PM 0 0 2 0 0 0 0 0 25:15 PM 0 2 0 0 0 0 0 2 45:30 PM 2 2 2 1 3 5 10 0 255:45 PM 1 0 4 6 1 2 1 0 15 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES :13 6 8 9 4 10 12 3 65 APPROACH %'s :68.42%31.58%47.06%52.94%28.57%71.43%80.00%20.00% PEAK HR :05:00 PM 290 -3 -3 TOTAL PEAK HR VOL :3 4 8 7 4 7 11 2 46 PEAK HR FACTOR :0.375 0.500 0.500 0.292 0.333 0.350 0.275 0.250 21-040127-002 7/17/2021 0.4600.438 0.375 0.344 0.325 05:00 PM - 06:00 PM 12:00 PM - 01:00 PM 0.4690.500 0.438 0.417 0.6580.464 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG NOON NORTH LEG SOUTH LEG EAST LEG WEST LEG 0.471 0.500 0.250 08:00 AM - 09:00 AM AM NORTH LEG SOUTH LEG EAST LEG WEST LEG Data - Pedestrians (Crosswalks) Los Robles Dr Los Robles Dr Cerezo Dr Cerezo Dr ATTACHMENT C Prepared by National Data & Surveying Services ID:21-040127-002 Day: City:Carlsbad Date: AM 10 3 3 1 AM NOON 10 4 1 2 NOON PM 11 2 2 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 0 2 2 1 11 15 17 11 15 20 0 0 0 0 1 15 17 10 0 TEV 113 116 92 0 1 1 0 19 27 21 1 PHF 0.74 0.85 0.70 14 9 7 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 5 2 0 PM NOON 0 8 4 1 NOON AM 0 13 3 1 AM 25 11:00 AM - 01:00 PM 05:00 PM - 06:00 PM 12 Los Robles Dr & Cerezo Dr Peak Hour Turning Movement Count Los Robles Dr Saturday SOUTHBOUND 7/17/2021 4:00 PM - 06:00 PMPEAK HOURS08:00 AM - 09:00 AM 21 7:00 AM - 09:00 AM COUNT PERIODS12:00 PM - 01:00 PM 24 30 23 Total (AM)9 Total Bikes (AM)Cerezo DrEASTBOUNDWESTBOUNDCerezo Dr51 48 47 CONTROL 2-Way Stop(NB/SB) Pedestrians (Crosswalks) Total (PM)Total Bikes (PM) 13 18 NORTHBOUND Los Robles Dr Total (NOON)Total Bikes (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM201 1100 89971923413 7414910333 0 0 01 0 0 0100100 1 02 1 0 1001000 1 02 0 0 0000100 11 07 21 10 11220252 15 09 27 17 10411482 17 114 19 15 10331313ATTACHMENT C t. ¢=i --+----+---.. --+------+--- .!) r -+----+-----+------+---., c:' -+----+--- -+ ,. c:::;> California MUTCD 2014 Edition (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Page 1 of 2 Chapter 2B – Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 – Signs MULTI-WAY STOP CRITERIA City of Carlsbad CALC K. M DATE Aug 16, 2021 CHK J.C DATE Aug 16, 2021 Major St: Cerezo Drive Critical Approach Speed 21 mph Minor St: Los Robles Drive Critical Approach Speed N/A mph Critical speed of major street traffic > 40mph RURAL (R) Otherwise URBAN (U) The decision to install multiway stop control should be based on an engineering study. The following criteria should be considered in the engineering study for multiway stop sign installation: Criteria A - Interim Traffic Control Measure SATISFIED YES NO Where traffic control signals are justified, the MULTI-WAY STOP is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Criteria B - Accident Experience SATISFIED YES NO Five or more reported crashes within a 12-month period that are susceptible to correction by a MULTI- WAY STOP installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Criteria C - Minimum Traffic Volumes SATISFIED YES NO (All Parts C.1, C.2a and C.2b below must be satisfied) C.1 Major Street Vehicular Volume Yes No 05/25/2021 Counts U R 5:00 pm 3:00 pm 7:00 pm 4:00 pm 1:00 pm 9:00 am 6:00 pm 2:00 pm Hour Both Approaches Major Street 300 210 129 116 103 98 92 89 85 74 Average= 98 07/17/2021 Counts U R 2:00 pm 10:00 am 9:00 am 1:00 pm 11:00 am 12:00 pm 5:00 pm 7:00 pm Hour Both Approaches Major Street 300 210 152 138 132 120 105 104 100 92 Average= 118 C.2 a. Minor Street Vehicular, Pedestrian & Bicycle Volume Yes No 05/25/2021 Counts U R 5:00 pm 3:00 pm 7:00 pm 4:00 pm 1:00 pm 9:00 am 6:00 pm 2:00 pm Hour Both Approaches Minor Street 200 140 42 19 14 25 21 18 25 20 Average= 23 07/17/2021 Counts U R 2:00 pm 10:00 am 9:00 am 1:00 pm 11:00 am 12:00 pm 5:00 pm 7:00 pm Hour Both Approaches Minor Street 200 140 27 27 43 42 34 44 18 9 Average= 31 --------------------□ ---------------------------------------------[gl □ [gl □ [gl □ [gl I I I I I I I I I I I .--------------1------1 I I I I I I I I I □ [gl I I I I I I I I I I I r-l"'l------1 I I I I I I I I I California MUTCD 2014 Edition (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Page 2 of 2 Chapter 2B – Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 – Signs b. Minor Street Vehicle Delay Yes No N/A Peak Hour Peak Hour Volume Minimum Delay Requirement, seconds per vehicle Average Delay, seconds per vehicle N/A N/A 30 seconds N/A Criteria D – Combination of Criteria SATISFIED YES NO REQUIREMENT CRITERIA FULFILLED THREE CRITERIA SATISFIED 80% B. Four or more reported crashes within a 12-month period. Yes No C.1. Major Street Volume of at least 240 vehicles per hour Yes No C.2. Minor Street Volume of at least 160 units per hour Yes No Other criteria that may be considered in an engineering study include: Option A – Left Turn Conflicts SATISFIED YES NO The need to control left-turn conflicts; Option B – Vehicle/Pedestrian Conflicts SATISFIED YES NO The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes. Option C – Sight Distance SATISFIED YES NO Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and Option D – Residential Street SATISFIED YES NO An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. □ □ ~ I □ □ ~ □ ~ □ ~ □ □ □ □ California MUTCD 2014 Edition (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Page 1 of 2 Chapter 2B – Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 – Signs MULTI-WAY STOP CRITERIA City of Carlsbad CALC K. M DATE Aug 16, 2021 CHK J.C DATE Aug 16, 2021 Major St: El Arbol Drive Critical Approach Speed 24 mph Minor St: Cerezo Drive Critical Approach Speed 23 mph Critical speed of major street traffic > 40mph RURAL (R) Otherwise URBAN (U) The decision to install multiway stop control should be based on an engineering study. The following criteria should be considered in the engineering study for multiway stop sign installation: Criteria A - Interim Traffic Control Measure SATISFIED YES NO Where traffic control signals are justified, the MULTI-WAY STOP is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. Criteria B - Accident Experience SATISFIED YES NO Five or more reported crashes within a 12-month period that are susceptible to correction by a MULTI- WAY STOP installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Criteria C - Minimum Traffic Volumes SATISFIED YES NO (All Parts C.1, C.2a and C.2b below must be satisfied) C.1 Major Street Vehicular Volume Yes No 05/25/2021 Counts U R 4:00 pm 5:00 pm 6:00 pm 8:00 am 3:00 pm 11:00 am 2:00 pm 1:00 pm Hour Both Approaches Major Street 300 210 58 48 48 39 36 34 34 33 Average= 41 07/18/2021 Counts U R 3:00 pm 2:00 pm 10:00 am 12:00 pm 4:00 pm 5:00 pm 1:00 pm 11:00 am Hour Both Approaches Major Street 300 210 57 53 49 45 45 42 41 33 Average= 46 C.2 a. Minor Street Vehicular, Pedestrian & Bicycle Volume Yes No 05/25/2021 Counts U R 4:00 pm 5:00 pm 6:00 pm 8:00 am 3:00 pm 11:00 am 2:00 pm 1:00 pm Hour Both Approaches Minor Street 200 140 59 91 48 24 67 32 50 92 Average= 58 07/18/2021 Counts U R 4:00 pm 5:00 pm 6:00 pm 8:00 am 3:00 pm 11:00 am 2:00 pm 1:00 pm Hour Both Approaches Minor Street 200 140 94 66 46 33 87 68 93 76 Average= 73 --------------------□ ---------------------------------------------[gl □ [gl □ [gl □ [gl I I I I I I I I I I I .--------------1------1 I I I I I I I I I □ [gl I I I I I I I I I I I r-l"'l------1 I I I I I I I I I California MUTCD 2014 Edition (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Page 2 of 2 Chapter 2B – Regulatory Signs, Barricades, and Gates January 13, 2012 Part 2 – Signs b. Minor Street Vehicle Delay Yes No N/A Peak Hour Peak Hour Volume Minimum Delay Requirement, seconds per vehicle Average Delay, seconds per vehicle N/A N/A 30 seconds N/A Criteria D – Combination of Criteria SATISFIED YES NO REQUIREMENT CRITERIA FULFILLED THREE CRITERIA SATISFIED 80% B. Four or more reported crashes within a 12-month period. Yes No C.1. Major Street Volume of at least 240 vehicles per hour Yes No C.2. Minor Street Volume of at least 160 units per hour Yes No Other criteria that may be considered in an engineering study include: Option A – Left Turn Conflicts SATISFIED YES NO The need to control left-turn conflicts; Option B – Vehicle/Pedestrian Conflicts SATISFIED YES NO The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes. Option C – Sight Distance SATISFIED YES NO Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and Option D – Residential Street SATISFIED YES NO An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection. □ □ ~ I □ □ ~ □ ~ □ ~ □ □ □ □