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Home My WebLink About2006-04-25; City Council; 18546; Mira Monte Drive Barricade DispositionCITY OF CARLSBAD - AGENDA BILL AB# 18.546 MTG. 4/25/06 DEPT. ENG TITLE: MIRA MONTE DRIVE BARRICADE DISPOSITION DEPT.HD. frT3~ CITY ATTYM^^ "~ ~^T^^> CITYMGR. *^r"^ RECOMMENDED ACTION: Review options and provide direction to staff. ITEM EXPLANATION: In August 2004, the City of Carlsbad removed barricades from College Boulevard at the north city limit. A second barricade located on Mira Monte Drive was left in place. The City Council determined that the k-rail barricade on Mira Monte Drive would remain until a traffic study was conducted to determine circulation system impacts resulting from the removal of the barricade. Although the barricade prohibits vehicular travel on Mira Monte Drive, pedestrians are able to use the sidewalk to walk around the barricade. Mira Monte Drive, a street about one-quarter of a mile long, connects Foothill Drive, a residential street in Carlsbad, to Lake Boulevard in Oceanside. The Carlsbad portion is 150 feet in length and terminates where a concrete k-rail barricade has been placed at the northerly city limit. On occasion, aggressive drivers have been observed by residents to bypass the barricade by driving on the sidewalk. Staff retained RBF Consulting to conduct a computer modeling study of the traffic volume changes that would be expected on the surrounding roadway network in both Carlsbad and Oceanside should the barricade be removed. A synopsis of the detailed results that are reported in the RBF study regarding traffic volumes is included on Exhibit 3. The RBF report that documents the extensive computer modeling study for Mira Monte Drive is attached as Exhibit 4. The roadway network in the vicinity of the barricade is depicted on Exhibit 1. Presently, vehicle operators leaving Carlsbad have only one option to reach the Lake Boulevard/Mira Monte Drive intersection. It is necessary for drivers to proceed northerly on College Boulevard and then easterly on Lake Boulevard (referred to as the College/Lake route) to reach the Lake Boulevard/Mira Monte Drive intersection. A second route to the Lake Boulevard/Mira Monte Drive intersection is unavailable for vehicle use by the presence of the barricade. If the barricade were removed, however, drivers could proceed east on Tamarack Avenue (N) to Foothill Avenue and then northerly to Mira Monte Drive (referred to as the Mira Monte route). Vehicles would pass the Calavera Hills Elementary School/Middle School driveway located immediately east of College Boulevard on Tamarack Avenue (N), a street having no homes fronting directly thereon. Foothill Avenue is a residential street with 17 single-family homes situated between Tamarack Avenue (N) and Mira Monte Drive. About 100 school pedestrians walk to/from school via Mira Monte Drive using Foothill Avenue to access Tamarack Avenue (N). Daily traffic volumes on Foothill Avenue are less than 400 vehicles per day, while about 2,600 vehicles per day travel by the school entrance on Tamarack Avenue (N). Staffs from Carlsbad and Oceanside recognize the high degree of community interest in the barricade issue. Therefore, a neighborhood meeting was held October 20, 2004 at the Calavera Hills Middle School that was attended by about 50 residents from Carlsbad and Oceanside. In general, Carlsbad residents favored some type of barricade or road closure, while Oceanside residents requested roadway connectivity by removal of the barricade. Barricade removal in combination with implementation of traffic calming measures was mentioned frequently. Staff has received several telephone calls from Carlsbad residents asking for the barricade to be removed. Page 2 As reported in the RBF computer modeling study, removal of the barricade facilitates a desired travel path for drivers from College Boulevard to the Lake Boulevard/Mira Monte Drive intersection via local streets in Carlsbad (the Mira Monte route). Foothill Avenue is projected to have an increase in daily traffic volumes of 2,900 vehicles and reach a total of 3,290 vehicles per day if the barricade is removed. Carlsbad Engineering Standards establishes a daily maximum volume on residential streets of 2,000 vehicles per day. The projected increase in traffic volumes on Foothill Avenue, and subsequently on Tamarack Avenue (N), is attributed to both school destination traffic and commuter traffic. Removal of the barricade will result in "cut-through" traffic attempting to avoid the College Boulevard/Lake Boulevard intersection, which is becoming increasingly congested. The issue of "cut-through" traffic on residential streets is typically addressed through the installation of traffic calming measures, although their effectiveness depends upon the problem to be addressed. For the Carlsbad situation, vehicle travel to reach the two schools will limit some options. Driver behavior is difficult to control after traffic calming measures are installed. For instance, if the travel time on the College route is equal to or faster than the Mira Monte route, or perceived to be faster, drivers may avoid the residential streets in Carlsbad. However, the perception of continuous vehicle movement on the part of the driver often compensates for equivalent travel times among two routes. If one route is congested and results in long vehicle queues, such as the College/Lake route, and the other route allows vehicles to proceed with minimal delay and queuing, such as may occur on the Mira Monte route, drivers may choose to divert to the residential street. In the past, the Carlsbad City Council has addressed the issue of opening a dead-end road after a development project has extended the road into a new residential subdivision. Typically, the situation facing the Council has been whether to allow vehicular travel to use existing roads in an established neighborhood to reach the new development and, vice-versa. Concerns expressed by residents of the established neighborhood centered on expected higher traffic volumes than previously experienced, increased vehicle speed on the existing street, and safety issues. The Council has, in such situations in the past 15 years, removed barricades at the road terminus to allow through vehicle travel, except at two locations where the developer was directed to install gates across the road at the previous road terminus location. These gates have a Knox lock box that can be opened by emergency services personnel. Mira Monte Drive in Oceanside was a dead-end street terminating at the northerly city limit of Carlsbad until 2000 when the Carlsbad portion was extended to Foothill Avenue with construction of the Calavera Hills Village T" project. Upon completion of road construction, a k-rail barricade was placed upon Mira Monte Drive at the same time a barricade was placed across College Boulevard to help deter vehicular use of the roadway. The City Council was concerned about safety impacts and a Growth Management circulation failure until the College Boulevard/Cannon Road extension was completed. At the time of installing the barricades, the City Council retained the right to either keep Mira Monte Drive permanently closed or to open the road at a later date. Although completed in accordance with City of Carlsbad approved improvement plan Drawing Number 304-7 and the subdivision agreement, Mira Monte Drive was not opened or placed in the roadway system to serve vehicular travel. In July 2004, the constructed public improvements on Mira Monte Drive were accepted by the City Council with the proviso that consideration of potentially opening the road would be returned to the Council after a traffic study was completed to evaluate impacts associated with the removal of the barricades. PageS Options for discussion by the Council regarding Mira Monte Drive include: 1. Do not remove the barricade (status quo). 2. Remove the barricade and do not install other roadway features. 3. Remove the barricade after traffic calming measures are installed. 4. Replace the barricade with a quality, aesthetically acceptable type of barricade, such as a wrought iron fence, masonry wall, etc. 5. Replace the barricade with a gate accessible only to emergency vehicles when Fire Department staff use their Opticom system emitter. 6. Do not remove the barricade until Oceanside constructs capacity enhancing roadway improvements on Lake Boulevard. Included among the options for City Council consideration would be to open Mira Monte Drive and direct staff to return, after an appropriate time, with a report on traffic flow and volumes on surrounding streets as a consequence of removing the barricades. Alternatively, the City Council could direct the installation of traffic calming before the barricades are removed and then open the road on the condition that volumes resulting from the barricade removal must be below the residential street threshold of 2,000 vehicles per day. If this threshold is exceeded, additional traffic calming measures could be considered for installation or Mira Monte Drive could be considered for permanent closure subject to the requirements of the California Vehicle Code. In summary, the arterial roadway network (College Boulevard/Lake Boulevard) is designed to accommodate intercity travel as opposed to the residential street network in Calavera Hills community. Computer modeling forecasts a significant traffic volume increase on the residential street network if the barricade is removed and this additional volume will exceed engineering design standards. Volume increases attributed to "cut-through" traffic can be mitigated somewhat by the installation of traffic calming measures. However, the measures constructed to discourage "cut-through" drivers by increasing travel time through the reduction of vehicle speeds also has the same effect on local residents driving in the residential community and for those that will drive their children to school. The consequence of attempting to decrease traffic volumes in a neighborhood must be balanced with the purpose intended to be served by connectivity and the roadway network, such as quality of life issues, access to schools, and emergency vehicle travel. The pros and cons of each option is provided on Exhibit 2. The California Vehicle Code governs the closure of streets. Section 21101 (a)(1) of the Vehicle Code allows local authorities to adopt rules and regulations by ordinance or resolution to close any highway (street) to vehicular traffic when, in the opinion of the legislative body having jurisdiction, the highway is no longer needed for vehicular traffic. If, after opening the road, and subsequently determining that the road should be closed, the City Council would be required to make the proper findings to support a complete road closure of Mira Monte Drive to vehicular traffic, with consideration of allowing pedestrian access to remain. ENVIRONMENTAL REVIEW: None with this report to the City Council. Page 4 FISCAL IMPACT: The physical removal of the Mira Monte Drive K-rail barricade has a nominal cost. If the City Council chooses a permanent closure of Mira Monte Drive to local traffic and also chooses the option of installing a gate system to serve emergency vehicles, which would include an emergency vehicle pre-emption feature and a Knox key switch, the estimated cost is $40,000. The cost of installing traffic calming measures is dependent upon the measures constructed and could range between $25,000 to $100,000. EXHIBITS: 1. Location Map. 2. Mira Monte Drive Barricade Options - Pros and Cons. 3. Traffic Volume Changes after removal of the Mira Monte Drive Barricade. 4. Mira Monte Modeling Tasks Report prepared by RBF Consulting. DEPARTMENT CONTACT: Robert T. Johnson, Jr., (760) 602-2752, biohn@ci.carlsbad.ca.us u LOCATION MAP LEGEND: LOCATION OF BARRICADES NOT TO SCALE PROJECT NAME BARRIACADES ON MIRA MONTE DRIVE EXHIBIT 1 DRAWN BY: SCOTT EVANS, CARLSBAD ENGINEERING DEPT. 7/26/04 C:\TRAITIC\MHNSON\UIRA MONTE BARRICADES.DWG EXHIBIT 2 MIRA MONTE DRIVE BARRICADE OPTIONS PROS AND CONS 1. Do Not Remove Barricade Pros • vehicle travel prevented on Mira Monte Drive • reduces traffic volumes in the barricade vicinity • a small "tot lot" can be constructed in lieu of the street Cons • vehicle travel prevented on Mira Monte Drive - no connectivity • circuitous vehicle travel required for Oceanside parents to transport children to school 2. Remove the barricade and do not install any other feature Pros • vehicle travel between Carlsbad and Oceanside established • more direct route to/from Oceanside fire station located on Lake Boulevard Cons • significant traffic volume increase on residential streets in both Carlsbad and Oceanside • large percentage of "cut-through" traffic • safety concerns 3. Remove the barricade after traffic calming measures are installed Pros • -"cut-through" volumes may decrease • neighborhood residents assist in designing the traffic calming program Cons • "cut-through" volumes may not decrease • traffic calming measures expensive to install • traffic volumes will increase regardless if traffic calming measures are installed 4. Replace the barricade with a quality, aesthetically acceptable type of barricade, such as a wrought iron fence, masonry wall, etc. Pros • temporary "ugly" barricade replaced • same as Option Number 1 Cons • barricade susceptible to damage by vandals is costly to repair/replace • same as Option Number 1 5. Replace the barricade with a gate accessible only to emergency vehicles when Fire Department staff use their Opticom system emitter Pros • non-emergency vehicle travel prevented on Mira Monte Drive • delays to emergency vehicles is minimized Cons • same as Option Number 1 6. Do not remove the barricade until Oceanside constructs capacity enhancing roadway improvements on Lake Boulevard Pros • drivers will have an incentive to remain on Lake Boulevard and not cut-through the residential community Cons improvements not being planned by Oceanside improvements are expensive "cut-through" volumes may not be significantly reduced 7 t x'M/p'i •( 5 EXHIBIT 3 TRAFFIC VOLUME CHANGES AFTER REMOVAL OF THE MIRA MONTE DRIVE BARRICADE 1. Traffic volumes on Foothill Drive north of Tamarack Avenue (N) projected to increase from 384 vehicles per day to 3,290 vehicles per day. 2. Traffic volumes on Mira Monte Drive north of Foothill Avenue are projected to reach 2,906 vehicles per day. 3. Traffic volumes on Tamarack Avenue (N) easterly of College Boulevard at the entrance to the Calavera Hills Elementary/Middle School will increase from 2,619 vehicles per day to a projected 4,260 vehicles per day. 4. Traffic volumes on College Boulevard north of Tamarack Avenue (N) are projected to decrease by 2,906 vehicles per day. 5. Traffic volumes on Mira Monte Drive north of Alto Street in Oceanside are projected to increase by 2,134 vehicles per day. 6. Traffic volumes on Lake Boulevard west of Mira Monte Drive are projected to decrease between 2,447 and 2,906 vehicles per day. 7. Without the barricade, 55% of the traffic on Mira Monte Drive will be cut-through traffic. 8. Approximately 20 to 25 percent of the school traffic will be re-routed from College Boulevard. 9. Delays on eastbound Lake Boulevard are forecast to be reduced as traffic shifts to Mira Monte Drive. 10. The Lake Boulevard/Mira Monte Drive all-way stop intersection is projected to improve from LOS F to LOS E. 11. Widening Lake Boulevard to four lanes and installing a traffic signal at the Lake Boulevard/Mira Monte Drive intersection is projected to have little impact to encourage or discourage non-local traffic from using Mira Monte Drive. However, widening Lake Boulevard and installing a traffic signal at the Lake Boulevard/Mira Monte Drive intersection programmed to favor through traffic on Lake Boulevard may encourage a portion of the non-local "cut-through" traffic to remain on both Lake Boulevard and College Boulevard and to not short-cut through the Foothill Avenue and Mira Monte Drive residential corridor. CONSULT INB October18, 2005 JN 55-100193.001 Mr. Bob Johnson CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA 92008 Subject: Dear Bob: Mira Monte Traffic Modeling Tasks RECEIVED D-^ 5.) 2005 ENGINEERING DEPARTMENT Currently, a concrete barricade separates City of Oceanside and City of Carlsbad along Mira Monte Drive, prohibiting vehicular traffic between the two residential communities. After the removal of the barricade along College Boulevard in August 2004, the two cities began contemplating the need to remove the barricade along Mira Monte Drive, a residential street located east of College Boulevard. To assess the impacts of the barricade removal, RBF Consulting was retained by City of Carlsbad to forecast changes in traffic patterns associated with the removal of the barricade on Mira Monte Drive. Working with SANDAG, RBF has completed the traffic modeling efforts. The findings of our analysis are summarized in the following letter report. With Barricade (Existing Conditions) Traffic Volumes Traffic count data was collected in September and October 2004 and January 2005 for use in this traffic report. RBF worked closely with City staff to ensure that school was in session on days on which data was collected. Average daily traffic volumes were provided by City of Carlsbad for all links located within the City's jurisdictional boundaries. In addition, RBF Consulting collected peak hour intersection turning movement volumes at all study intersections and along segments located in the City of Oceanside. Traffic count data is provided as Appendix D in a separate supporting document. The study area intersections and roadway segments are identified on the following page. Existing conditions peak hour and ADT traffic volumes are illustrated in Exhibit 1. 5050 Avenida Encinas, Suite 260, Carlsbad, California 92008 # 760.476.9193 # FAX 760.476.9198 Offices located throughout California, Arizona & Nevada ? www.RBF.com °( B.Johnson JN: 55-100193.001 May 16,2005 Page 2 Intersections Roadway Segments • College Boulevard/Lake Boulevard • College Boulevard - North of Lake Boulevard • College Boulevard/Tamarack Avenue (N) • College Boulevard -Lake Boulevard to Tamarack (N) • College Boulevard/Tamarack Avenue (S) • College Boulevard - Tamarack (N) to Tamarack (S) • Lake Boulevard/Thunder Drive • College Boulevard-south of Tamarack (S) • Lake Boulevard/Mira Monte Drive • Lake Boulevard - College Boulevard to Thunder Drive • Lake Boulevard - Thunder Drive to Mira Monte Drive • Lake Boulevard - east of Mira Monte Drive • Mira Monte Drive - south of Lake Boulevard • Tamarack (N) - east of College Boulevard • Tamarack (S) - east of College Boulevard • Foothill Avenue - north of Tamarack Avenue Traffic Model Calibration The initial stage of this project involved updating the SANDAG Series 10 North County Subarea computer traffic model to include Mira Monte Drive, Alto Street, Tamarack Avenue (N), Tamarack Avenue (S) and Foothill Avenue. The 2005 traffic model was calibrated against traffic volume data collected in September and October 2004 to reflect the "With Barricade" or existing condition. Calibration involves running the traffic model several times while adjusting traffic control, speeds and roadway capacities until the 2005 model volumes were within 10% of the actual ground count volumes collected specifically for this project. The calibrated traffic model volumes are provided in a separate document as Appendix A to this letter report. Both daily traffic volumes and model generated peak hour intersection volumes were generated by the SANDAG computer traffic model. Without Barricade Traffic Volumes Once the traffic model was calibrated to reflect the existing conditions, the barricade was removed and the model was re-ran. Daily traffic volumes and peak hour turning movement volumes were generated by the traffic model for the "Without Barricade" condition. To determine change in traffic patterns associated with the removal of the barricade, the model generated daily and peak hour volumes for the "Without Barricade" condition were compared to the model generated volumes for the "With Barricade" condition. Net changes in traffic were calculated for all study intersections and roadway segments. The net changes are later applied to the existing traffic counts to reflect the traffic volume that may occur with the removal of the barricade. Data calculation worksheets are provided in a separate document as Appendix B. 0 B.Johnson JN: 55-100193.001 May 16, 2005 Page 3 Exhibit 2 illustrates the net change in peak hour intersection volumes and daily roadway link volumes associated with the removal of the barricade based on the traffic volumes calculated by the traffic model. As would be expected, traffic volumes on College Boulevard from Lake Boulevard to Tamarack Avenue (N) are forecast to decrease and traffic volumes on Mira Monte Drive are expected to increase if the barricade is removed. Traffic on Mira Monte Drive is forecast to increase from 1,261 vehicles per day (vpd) just north of Alto Street to 3,395 vpd (increase of 2,134 vpd) if the barricade is removed. This is equivalent to a 169 percent increase in traffic volumes on Mira Monte Drive over the existing condition with the barricade in place. At the barricade location, the total traffic added is 2,906 vpd. Exhibit 3 illustrates the "Estimated Volumes With Barricade Removed" peak hour intersection and daily roadway segment volumes in the study area. As discussed earlier, traffic conditions with the barricade removed were estimated by adjusting existing traffic counts according to the net change in traffic volumes forecast by the traffic model data (Exhibit 2). The net change was either added to or subtracted from the existing conditions volumes (Exhibit 1). Forecast Traffic Pattern Changes In addition to forecasting peak hour intersection and daily roadway traffic volumes, the traffic model was also used to identify the key shifts in traffic patterns associated with the removal of the barricade. Once again, the traffic model was used to identify this change. Using the traffic model, a "select link" model run was conducted for the section of Mira Monte Drive where the barricade currently exists. The "select link" traffic model procedure allows the analyst to have the computer program track and report traffic that uses a specific link in the roadway network. In this case, the Mira Monte barricade was removed and traffic using the previously barricaded section was traced from the selected link onto the roadway network on either side. Exhibit 4 illustrates the model-identified travel paths taken by traffic that would use Mira Monte Drive based on the "select link" traffic model run. The thick black line shows the primary traffic routes taken by vehicles that would use Mira Monte Drive if the barricade was removed. As shown, the primary re-distribution of travel moves traffic away from College Boulevard (north of Tamarack Avenue North) and Lake Boulevard (west of Thunder Drive) and generally routes this traffic onto the north part of the Tamarack Avenue loop, Foothill Avenue and Mira Monte Drive. Approximately 56 percent of the traffic (1,618 out of 2,906 vehicles per day) would are forecast to take this route. This traffic could be characterized as "through traffic" or non-local "cut through" traffic. B.Johnson JN: 55-100193.001 May 16,2005 Page 4 The remaining 44 percent of the traffic would be local traffic having either a trip origin or destination from neighborhoods along these local streets. Of the 2,906 total new vehicles forecast to be added to Mira Monte Drive with the removal of the barricade, approximately 1287 vehicles (44%) come from the Carlsbad and Oceanside neighborhoods immediately north and south of the barricade location. The internal (local) traffic is illustrated by the thinner dashed line depicted on Exhibit 4. With the barricade in place, this local traffic must exit out onto College Boulevard (if south of the barricade) or onto Lake Boulevard (if north of the barricade). This re-direction of travel explains the negative numeric differences and positive numeric differences in traffic volumes shown in Exhibit 2 on Alto Street-Esplanade Street and Tamarack Avenue South. To understand the benefits of the barricade removal as it relates to access to/from the Calavera Hills schools, a "select zone" analysis model run was conducted for the school zone. A "select zone" traffic model run traces traffic routings to and from a specific traffic analysis zone (TAZ). Traffic analysis zones are identified in the traffic model to represent an area with land use that generates vehicle trips. Vehicle trips generated within a traffic analysis zone are loaded onto the model highway network via a zonal centroid connector. The centroid connector represents and simulates multiple local street connections that provide access between the land uses within the zone and the collector and arterial street network. The "select zone" traffic assignment displays how the traffic model distributes vehicle trips onto the modeled highway network. Select zone traffic assignments for the school zones were performed with and without the barricade in place to see how school- oriented traffic patterns would shift if the barricade were removed. Exhibit 5 illustrates the distribution of school-related traffic on the roadway network. The model forecasts 70 percent of the school related traffic accesses the school from/to the north via College Boulevard under the existing conditions, with the Mira Monte Drive barricade in place. If the barricade is removed, the model forecasts that the amount of traffic accessing the school from College Boulevard (north) is reduced from 70 percent to 58 percent. The 12 percent change represents traffic that would be redirected east from the school site to Mira Monte Drive via Foothill Avenue into the City of Oceanside. Approximately 10 percent of the school traffic would continue on Mira Monte Drive to Lake Boulevard. As a result of this shift, approximately 12 percent of the daily school traffic would be added to Mira Monte Drive and removed from College Boulevard (between Lake Boulevard and Tamarack Avenue North). It is important to note that while the SANDAG traffic forecast model uses a highly sophisticated methodology for estimating the distribution of vehicle trips, it does not account for school district boundaries that dictate what areas are served by each school. A close examination of the area where the SANDAG model distributed school trips reveals that the area is substantially larger than B.Johnson JN: 55-100193.001 May 16,2005 Page 5 the area served by the Calavera Elementary/Middle School. In reality, the school trips would be more concentrated in the residential areas around the school. Because the traffic model dispersed the traffic further than the school district boundary, it is our opinion that the model diluted the traffic through the proposed barricade associated with school related trips. Currently, the traffic model is unable to reflect school district boundaries in conducting trip assignment. Therefore, manual redistribution is often necessary to fine-tune the traffic model results. By adjusting the model to reflect the school district boundary, it is likely that 20 to 25 percent of the school related trips would use Mira Monte Drive to access the school site. Level of Service Analysis To assess the operational impacts of the barricade removal, RBF Consulting evaluated the intersection and roadway segment operating conditions. As the barricade will affect traffic patterns in both the City of Carlsbad and the City of Oceanside, traffic study requirements for both Cities were taken into consideration in this level of service analysis, as described below: • City of Oceanside - Study intersections evaluated using the 2000 Highway Capacity Manual Operations Methodology. Roadway segments evaluated using daily traffic volumes and capacities outlined in the City of Oceanside General Plan Circulation Element. Acceptable operating conditions in the City of Oceanside are defined as LOS D or better at study intersections and LOS C or better on roadway segments. A change in level of service from acceptable to unacceptable due to project related traffic is considered a significant impact. If a facility is currently operating at deficient operating conditions, then a change in delay of 2.0 seconds or change in V/C of 0.02 due to project related traffic is considered significant. • City of Carlsbad - Study intersections evaluated using the Intersection Capacity Utilization methodology. Roadway segments evaluated using peak hour directional traffic volumes and one-way capacities based on a per lane capacity of 1,800 vehicles per hour. Acceptable operating conditions in the City of Carlsbad are defined as LOS D or better for both study intersections and roadway segments. A change in level of service from acceptable to unacceptable due to project related traffic is considered a significant impact. If a facility is currently operating at deficient operating conditions, then a change in delay of 2.0 seconds or change in V/C of 0.02 due to project related traffic is considered significant. 13 B. Johnson May 16, 2005 Page6 JN: 55-100193.001 Intersection Operational Analysis Table 1 summarizes the findings of the intersection operation level of service analysis. Intersection operation worksheets are provided as Attachment C to this letter report. Table 1 Summary of Intersection Operating Condition Intersection College Boulevard / Lake Boulevard College Boulevard / Tamarack Avenue (N) College Boulevard / Tamarack Avenue (S) Lake Boulevard / Thunder Drive Lake Boulevard / Mira Monte Drive HCM Analysis With Barricade AM 25.1 C 11.5 B 14.2 B 15.9 B 34.3 D* PM 28.9 C 3.9 A 7.0 A 15.9 B 55.0 P No Barricade Alt 2 AM 24.0 C 16.3 B 13.7 B 16.6 B 19.5 C* PM 29.3 C 4.3 A 6.4 A 17.3 B 55.1 F* Net Change AM -1.1 +4.8 -0.5 +0.7 -14.8 PM +0.4 +0.4 -0.6 +1.4 +0.1 ICU Analysis With Barricade AM .626 B .516 A .716 C .432 A ** PM .688 B .554 A .595 A .514 A ** No Barricade Alt 2 AM .561 A .543 A .708 C .391 A ** PM .664 B .551 A .584 A .459 A ** Net Change -.065 +.024 -.011 -.041 ** -.024 -.003 -.011 -.055 ** * Intersection is unskjnalized. ** Intersection is unsignalized and therefore ICU is not applicable A detailed discussion of the change in traffic operations at each of the study intersections is provided in the following sections. College Boulevard/Lake Boulevard As shown in Table 1, this intersection currently operates at LOS C in the a.m. and p.m. peak hour based on the HCM analysis and LOS B based on ICU analysis. With the removal of the barricade, volumes at the northbound and westbound approaches to this intersection are forecast to decrease in both the a.m. and p.m. peak hours. The operational analysis shows that the decrease in traffic volume will have no significant impact on the operating conditions at this intersection. The slight increase in delay (0.4) in the p.m. peak hour is a function of change in signal timing and the way that the overall average delay is based on the weighted delay by approach movement. The actual operations of the traffic signal are not anticipated to change noticeably with the forecast change in traffic volumes. The results of the ICU analysis does indicate that additional capacity would become available at the intersection of College Boulevard/Lake Boulevard with the removal of the barricade, as evidenced by the net reduction in V/C ratio in the a.m. and p.m. peak hours. College Boulevard/Tamarack (N) & Tamarack (S) College Boulevard/Tamarack (N) and College Boulevard/Tamarack (S) currently operate at acceptable LOS and are forecast to continue to operate at acceptable LOS with the removal of the B.Johnson JN: 55-100193.001 May 16,2005 Page? barricade. Overall, delay and V/C ratios are forecast to decrease at Tamarack (S), while they are forecast to increase at Tamarack (N). Tamarack (N) is along the primary re-routing path into the Calavera Hills community. As a result, traffic is forecast to shift from through movements to turning movements at the intersection of College Boulevard/Tamarack (N) (refer to Exhibit 2 and Exhibit 3). Therefore, delays increase and volume/capacity ratios shift to reflect the change in traffic patterns. Lake Boulevard/Thunder Drive Overall, traffic volumes through the intersection of Lake Boulevard/Thunder Drive are forecast to decrease, resulting in a decrease in V/C ratios when the barricade is removed. As shown in Table 1, using HCM analysis methodology, the delays at this intersection increase with the decrease in traffic on Lake Boulevard due to the barricade removal. Contrary to what would be expected, the increase in average delay at the intersection is a direct result of the reduction in traffic on Lake Boulevard. Since the average delay for traffic at the Lake Boulevard approaches is less than at the Thunder Drive approach, a reduction in traffic on Lake Boulevard shifts the weighted average delay for the intersection higher, closer to the average delay for the Thunder Drive approach. The relatively small increases in average delay do not result in deterioration in operating condition from the existing LOS B condition. Overall, operating conditions at this intersection are not forecast to noticeably change with the removal of the barricade, however additional capacity would be available. Lake Boulevard/Mira Monte Drive As shown in Table 1, currently Lake Boulevard/Mira Monte Drive operates at LOS F during the p.m. peak hour. As this is an all-way stop, average delay is reported for the intersection as a whole. Looking specifically at the traffic volumes and delays by movement through the intersection, all movements in the p.m. peak hour operate acceptably (LOS D or better) with the exception of the eastbound through and eastbound right turn movement. These two movements share a single lane at the intersection, and both currently operate at LOS F (average delay of 83.0 seconds per vehicle). This condition has also been observed during the p.m. peak hour, when queues form in the eastbound direction between Mira Monte Drive and Thunder Drive along Lake Boulevard. With the removal of the barricade, the eastbound traffic on Lake Boulevard is forecast to be reduced in the p.m. peak hour by approximately 110 vehicles per hour. Those vehicles shift to the northbound Mira Monte Drive approach. With the additional northbound traffic, the northbound delays can be maintained at LOS B conditions (less than 15.0 seconds per vehicle), while the eastbound delays are forecast to decrease from 83.0 seconds per vehicle to 66.2 seconds per vehicle. Overall the intersection is forecast to operate at LOS E conditions with the barricade removal, but the eastbound movement still remains at LOS F conditions. \5~ B. Johnson May 16,2005 JN: 55-100193.001 Roadway Segment Analysis Table 2 summarizes the daily roadway segment operating conditions (City of Oceanside) and Table 3 summarizes the peak hour directional level service analysis (City of Carlsbad). Table 2 Summary of Daily Roadway Segment Operational Analysis (City of Oceanside) Roadway Segment College Boulevard North of Lake Boulevard College Boulevard Lake Boulevard to Tamarack (N) College Boulevard Tamarack (N) to Tamarack (S) College Boulevard South of Tamarack (S) Lake Boulevard College Boulevard to Esplanade Street Lake Boulevard Esplanade Street to Thunder Drive Lake Boulevard Thunder Drive to Mira Monte Drive Lake Boulevard East of Mira Monte Drive Mira Monte Drive South of Lake Boulevard Foothill Avenue North of Tamarack (N) Classification (# of Lanes) Major (4) Major (4) Major (4) Major (4) Secondary (4) Secondary (4) Secondary (2) Secondary (2) Local Collector (2) Local Collector (2) Capacity at LOSE* 40,000 40,000 40,000 40,000 30,000 30,000 25,000 25,000 8,750 8,750 With Barricade (Existing Condition) Volume 30,610 22,673 17,394 16,748 16,152 17,980 14,796 12,037 1,261 384 V/C .612 .567 .435 .419 .538 .499 .592 .481 .144 .044 LOS B A A A A A A A A A Without Barricade Volume 30,610 19,767 17,134 16,748 13,246 12,325 12,349 11,921 3,395 3,290 V/C .612 .494 .428 .419 .442 .411 .494 .477 .388 .376 LOS B A A A A A A A A A ' City of Oceanside Criteria .2 o18.O•s0) *,*. |£•20 re n E w Barricadeo i irricadem 5 n5 Jy ff 3 ^**Volumeto 3 0 *VolumeCO3 S2*Volume§ 0 Volume.f Q.nO S J3 DirectionSegment< coSo CO 8 < g o I < CO 0 8CO < g o I o CO College Boulevard< § o in < 8o CM < 3 O £ < COCOo s os mCO | North of lake< CO8o in < CMCO O Sto < $o 1 < 8CM O oo I CO College Boulevard< 00to o 1 < co o ffin < in00 o t- < en o coCM 8 COCO | From Lake to Tamarack N< COO) 0 5 < io s < r^ o 1 < i o i 8 m [College Boulevard< CM O in < ff o sco < ? o COCMin < co o 1 os COCO | From Tamarack N to S< « o co < §o O)s < 8coo co < § o cl os CO [College Boulevard< m o co < CO o ! < in o CO < CO o ! o8 COco | South of Tamarack< 3 0 inooo < § 0 co < CO CM O 3CD < § O 3 m LU [Lake Boulevard< COCM O i < S 0 inCOCO < 5 o in < in 81o CM CO O8 CO | From College to Esplanade< o COCOoo < 8oo §CM < ff CM O CO < § O S os to LU [Lake Boulevard< coCM O 1 < oS o CO < j o s < inCMCMo CM CO Os CO l_ 3 [5 3 CD3LU LL < ^— O en S < $ o 8co < 1o ff < io S o m LU [Lake Boulevard< 8CM O S < COCOo 8CO < co o COin < CO o in o § CO 1 From Thunder to Mira Monte< 1o co § < enao co < 3o ff < o CM O oo co o§ m LU [Lake Boulevard< a 0 S < CO o os < 0 o S < COo 8CO o8 CD 1 East of Mira Monte< r- 0 SCM < § O oo < s o CO < Io 8 O8 COz jMira Monte Drive< en «o 1 < io to < §o s < §oo CO o8 COCO CD 1 < S o co CM < CM CM O S < so o < s o !nco o8 mLU [Tamarack (N)< So ff < 5? o CMCOCN < § O s < 8oo CMCO O 1 1 East of College< § O 00o < s 0 oo < Io coo < so ff o8 COLU [Tamarack (S)< So S < s? 0 SCM < S 0 00 < 8 o CO S3 o8 1 [ East of College< 8o COCOr— < 1 o ff < §oo in < oo co o8 m LU [Foothill Avenue< So CMCO < S O ff < o oo 00 < oo inCM o8 i | North of Tamarack17 The results of the analysis show that all roadways currently operate at and are forecast to continue to operate at acceptable operating conditions with or without the Mira Monte Drive barricade. Mira Monte Drive, which is classified as a Local Collector by the City of Oceanside, has a maximum capacity at LOS E of 8,750 vehicles per day. Based on the forecast volume, if the barricade is removed, this segment will operate at LOS A. ADDITIONAL ANALYSIS SCENARIOS Subsequent to completing the analysis of existing conditions with and without the Mira Monte Drive barricade, two additional barricade removal scenarios were identified for inclusion in the study. The additional scenarios are defined as follows: • Barricade removal and signalization of Lake Boulevard/Mira Monte Drive • Barricade removal, signalization of Lake Boulevard/Mira Monte Drive, and the widening of Lake Boulevard from 2 to 4 lanes between Thunder Drive and a point east of Mira Monte Drive. As with the basic barricade removal scenario, daily traffic volumes and peak hour turning movement volumes were generated by the SANDAG computer traffic model for the two added variations of the "Without Barricade" condition. To determine change in traffic patterns associated with the removal of the barricade and the widening and/or signalization, the model generated daily and peak hour volumes for the two "Without Barricade" variations were compared to the model generated volumes for the "With Barricade" condition. Net changes in traffic were calculated for all study intersections and roadway segments. The net changes are later applied to the existing traffic counts to more accurately estimate the traffic volumes that would result from removal of the barricade. Barricade Removal and Signalization of Lake Boulevard/Mira Monte Drive Exhibit 6 illustrates the net change in peak hour intersection volumes and daily roadway link volumes associated with the removal of the barricade and signalization of Lake Boulevard/Mira Monte Drive. Based on the SANDAG model forecasts, signalization of the intersection in addition to the barricade removal is forecast to result in an increase the traffic volume on Mira Monte Drive at the barricade location from 2,906 vpd to 2,942 vpd when compared to existing (with barricade) conditions. The increase in 36 vehicles per day represents a 1.2 percent change in traffic along Mira Monte Drive. Therefore, the addition of the traffic signal is forecast to have minimal, if any impact on the traffic volumes along Mira Monte Drive. B.Johnson May 16,2005 111 JN: 55-100193.001 Exhibit 7 illustrates the "Estimated Volumes With Barricade Removed and Signal" peak hour intersection and daily roadway segment volumes in the study area. As discussed earlier, traffic conditions with the barricade removed and signalization were estimated by adjusting existing traffic according to the net change in traffic volumes forecast by the traffic model data (Exhibit 6). The net change was either added to or subtracted from the existing conditions volumes (Exhibit 1). The results of the HCM and ICU level of service analysis are summarized in Table 4. Results of the City of Oceanside and City of Carlsbad-based roadway segment analyses are provided in Tables 5 and 6 respectively. The volume differences between this scenario and the base case barricade removal scenario are so minor that LOS analysis produces almost identical results. There are no instances in the analysis where the changes in traffic resulted in a change in the level of service except at the intersection of Lake Boulevard and Mira Monte Drive where the traffic signal improves traffic operations from LOS D to LOS B during the morning peak and from LOS F to LOS B during the evening peak. Table 4 Summary of Intersection Operating Condition Without Barricade With Traffic Signal at Mira Monte Drive/Lake Boulevard Intersection College Boulevard / Lake Boulevard College Boulevard / Tamarack Avenue (N) College Boulevard / Tamarack Avenue (S) Lake Boulevard / Thunder Drive Lake Boulevard / Mira Monte Drive HCM Analysis With Barricade AM 25.1 C 11.5 B 14.2 B 15.9 B 34.3 D* PM 28.9 C 3.9 A 7.0 A 15.9 B 55.0 F* No Barricade Alt 3 AM 23.5 C 16.0 C 13.6 B 15.9 B 14.9 B PM 29.0 C 4.4 A 6.2 A 17.4 B 18.2 B Net Change AM -1.6 +4.5 -1.6 +0.0 -19.4 PM +0.1 +0.5 -0.8 +1.5 -36.8 ICU Analysis With Barricade AM .626 B .516 A .716 C .432 A ** PM .688 B .554 A .595 A .514 A ** No Barricade Alt 3 AM .561 A .544 A .708 C .390 A .647 B PM .653 B .552 A .583 A .455 A .622 B Net Change -.065 +.025 -.011 -.042 ** -.035 +.002 -.012 -.059 ** * Intersection is unskjnalized. ** Intersection is unskjnalized and therefore ICU net change is not applicable B. Johnson May 16, 2005 Page 12 JN: 55-100193.001 Table 5 Summary of Daily Roadway Segment Operational Analysis (City of Oceanside) Roadway Segment College Boulevard North of Lake Boulevard College Boulevard Lake Boulevard to Tamarack (N) College Boulevard Tamarack (N) to Tamarack (S) College Boulevard South of Tamarack (S) Lake Boulevard College Boulevard to Esplanade Street Lake Boulevard Esplanade Street to Thunder Drive Lake Boulevard Thunder Drive to Mira Monte Drive Lake Boulevard East of Mira Monte Drive Mira Monte Drive South of Lake Boulevard Foothill Avenue North of Tamarack (N) Classification (# of Lanes) Major (4) Major (4) Major (4) Major (4) Secondary (4) Secondary (4) Secondary (2) Secondary (2) Local Collector (2) Local Collector (2) Capacity at LOSE* 40,000 40,000 40,000 40,000 30,000 30,000 25,000 25,000 8,750 8,750 With Barricade (Existing Condition) Volume 30,610 22,673 17,394 16,748 16,152 17,980 14,796 12,037 1,261 384 V/C .612 .567 .435 .419 .538 .499 .592 .481 .144 .044 LOS B A A A A A A A A A Without Barricade With Signal at Mira Monte/Lake Volume 30,610 19,731 17,134 16,748 13,704 12,859 12,324 11,921 3,431 3,326 V/C .612 .493 .428 .419 .457 .429 .493 .477 .392 .380 LOS B A A A A A A A A A * City of Oceanside Criteria JO To < CO o1& o I £ Q L. o x I re 3 CO G •S "(5.1 o •§li affl •3 3 01•o CO 5 rf n •y § £2 "Volume3 O Volumel 0 VolumeS y Volumetcl 0 1J3 DirectionSegment< oo o 8CO T- < {§ 0 I < §coo 3co < 3o I 8 CQ [College Boulevard< $ o in < 3 O IT— < COCM CO O £ < So CO 8 CO CQCO | North of lake< s o CM CO < COco o ftCD < 81••a-o in < CM O co 8 CQZ [College Boulevard< 8 o i < en o CMCOin < S 0 i < CD O coffT— O CO CO | From Lake to Tamarack N< $coo CM < § O s < ftCOo CD < coco O $ I CQ [College Boulevard< 3: o In < ft 0 T— < ? O co CMin < oo o coCOCO 88 CQCO | From Tamarack N to S< inCOcoo SCO < 1o s < 8coo in 3 < §o CD 8 CDZ [College Boulevard< in o co < CO o CD I < in o CO < CO o en CQ CO | South of Tamarack< co CM O S < £ o f- CM < SCM O 3CD < 8 o 1 CQ LLI [Lake Boulevard< S o 3 < T— O CO < 5 o s < in 81o CM CO O8 I | From College to Esplanade< coCOCM O oinco < 1o § < CO CM O CO < § O S o8 CQLJU [Lake Boulevard< 5o co < 00oo T-o f-f-CO < 5 o in < in 81o CM CO O8 CQ | From Esplanade to Thunder< s 0 coin CO < 1o 1 < CO o 8 < 1 o S o8 COHI [Lake Boulevard< 8CM 0 Sm < {§ o § < 8 CM 0 in < 8 0 in o § QQ | From Thunder to Mira Monte< 1 0 8co < ao § < 8 0 Is < o CM 0 CO O 8 QQLU [Lake Boulevard< o o s < ft o oCOCD < Ocoo S < CO CO 0 §CO o§ 1 | East of Mira Monte< i o CM < 1 0 s < s o CD < 3o s o§ CQZ [Mira Monte Drive< So COo < co§o s < §o co < en 8o CO 8CO CQCO | South of Lake< a o co CM < CM O 8CO < so o < ooo o s 8CO CO LU [Tamarack (N)< io inr- < 1 o s CM < COSo CDin < o§o CM CO 1 CQ [ East of College< §o coo < so oof- < o8o 8 < coso CO 1 COLU [Tamarack (S)< Io s < $ o a < io oo < coin o CO 1 CQ | East of College< 08oo inin < S o co < 1o in < 8o CO o CQLU [Foothill Avenue< coSo oo < CO8o COx— < 0 0o oo < oo B o§ QQ | North of Tamarack B. Johnson JN: 55-100193.001 May 16, 2005 Page 14 Barricade Removal, Signalization of Lake Boulevard/Mira Monte Drive, and Widening of Lake Boulevard Exhibit 8 illustrates the net change in peak hour intersection volumes and daily roadway link volumes associated with the removal of the barricade and Signalization of Lake Boulevard/Mira Monte Drive. These volumes were calculated by subtracting the baseline 2005 SAN DAG traffic model from the "Four Lane Mira Monte Drive with Traffic Signal and Barricade Removed" scenario. Based on the SANDAG model forecast, traffic volumes are forecast to increase on Mira Monte Drive under this study scenario from 2,906 vpd to 2,995 vpd, when compared to existing conditions. This represents a 3 percent change in traffic volumes along Mira Monte Drive. The results of the traffic modeling effort indicate that widening Lake Boulevard and adding a traffic signal at Mira Monte Drive results in only a slight change in traffic volumes along Mira Monte Drive. Widening of Lake Boulevard and adding a traffic signal at Mira Monte Drive is forecast to result in a slight decrease in traffic volumes along Lake Boulevard (116 vehicles per day east of Mira Monte Drive) under 2005 conditions. Because the 2005 level of service analysis shows that the existing roadway network has sufficient capacity, widening Lake Boulevard under 2005 conditions does not result in a shift in traffic even as more capacity is provided. However, in the long term, as traffic volumes increase in the region, the widening of Lake Boulevard will be necessary to meet future demand. The results of the HCM and ICU level of service analysis for this scenario are summarized in Table 7. Results of the City of Oceanside and City of Carlsbad-based roadway segment analyses are provided in Tables 8 and 9, respectively. The volume differences between this scenario and the baseline barricade removal scenario are relatively minor and the LOS analysis produces very similar results. There are no instances in the analysis where the changes in traffic resulted in a change in the level of service except at the intersection of Lake Boulevard and Mira Monte Drive where the traffic signal and widening of Lake Boulevard improves traffic operations from LOS D to LOS B during the morning peak and from LOS F to LOS B during the evening peak. B.Johnson May 16, 2005 Page 15 JN: 55-100193.001 Table 7 Summary of Intersection Operating Condition Without Barricade With Traffic Signal At Mira Monte/ Lake Boulevard With Four-Lane Lake Boulevard Intersection College Boulevard / Lake Boulevard College Boulevard / Tamarack Avenue (N) College Boulevard / Tamarack Avenue (S) Lake Boulevard / Thunder Drive Lake Boulevard / Mira Monte Drive HCM Analysis With Barricade AM 25.1 C 11.5 B 14.2 B 15.9 B 34.3 D* PM 28.9 C 3.9 A 7.0 A 15.9 B 55.0 F* No Barricade Alt 4 AM 23.5 C 15.9 B 12.4 B 15.9 B 18.1 B PM 29.0 C 4.2 A 6.1 A 18.2 B 18.2 B Net Change AM -1.6 +4.4 -1.8 +0.0 -16.2 PM +1.0 +0.3 -0.9 +2.3 -36.8 ICU Analysis With Barricade AM .626 B .516 A .716 C .432 A ** PM .688 B .554 A - .595 A .514 A ** No Barricade Alt 4 AM .561 A .541 A .612 B .368 A .358 A PM .653 B .551 A .583 A .428 A .456 A Net Change -.065 +.022 -.027 -.044 ** -.035 -.003 -.012 -.086 ** * Intersection is unskjnalized. ** Intersection is unsignalized and therefore ICU net change is not applicable B. Johnson May 16,2005 Page 16 JN: 55-100193.001 Table 8 Summary of Daily Roadway Segment Operational Analysis (City of Oceanside) Roadway Segment College Boulevard North of Lake Boulevard College Boulevard Lake Boulevard to Tamarack (N) College Boulevard Tamarack (N) to Tamarack (S) College Boulevard South of Tamarack (S) Lake Boulevard College Boulevard to Esplanade Street Lake Boulevard Esplanade Street to Thunder Drive Lake Boulevard Thunder Drive to Mira Monte Drive Lake Boulevard East of Mira Monte Drive Mira Monte Drive South of Lake Boulevard Foothill Avenue North of Tamarack (N) Classification (# of Lanes) Major (4) Major (4) Major (4) Major (4) Secondary (4) Secondary (4) Secondary (4) Secondary (4) Local Collector (2) Local Collector (2) Capacity at LOS E* 40,000 40,000 40,000 40,000 30,000 30,000 30,000 30,000 8,750 8,750 With Barricade (Existing Condition) Volume 30,610 22,673 17,394 16,748 16,152 17,980 14,796 12,037 1,261 384 V/C .612 .567 .435 .419 .538 .499 .592 .481 .144 .044 LOS B A A A A A A A A A Without Barricade With Signal At Mira Monte/ Lake 4 Lane Lake Blvd. Volum e 30,610 19.678 17,132 16,748 13,157 12,236 12,294 11,921 3,484 3,379 V/C .612 .492 .428 .419 .439 .408 .410 .397 .398 .386 LOS B A A A A A A A A A * City of Oceanside Criteria .CO 73 •« "5.c a lf|i P P § S COCM COCM 8CM O)S 8 S S S S sCN S § § CD EM CM CM s?s S? CO 3 § CM CO 0)Q.o£0) I V) i !8 £CM COCM OCO So COcoo coS o o to £ Q O 1Q. •5 re | £S S ooo 8 §r-§s §o §o 8 8 CM inCM ooo co CO s Q.nO S S S s s §g §§ ij CM CO DO m m m LU mLU COLU co COLU m CO mco co LU m LU CO Crom College to Esplanade0)1 I431 .2a-LU FThunder to Mira M[Lake Boulevarda I I EIS i! JS legeLU Snu,3 m I•sx:1± Summary & Conclusions Based on the analysis conducted herein using the model results, the removal of the barricade on Mira Monte Drive is forecast to increase traffic volume along Mira Monte Drive north of Alto Street, from 1,261 to 3,395, a 169 percent increase over the existing condition. Similarly, traffic volumes on College Boulevard between Lake Boulevard and Tamarack Avenue and along Lake Boulevard from College Boulevard to Mira Monte Drive are forecast to decrease. Traffic volumes on Foothill, adjacent to where the barricade is currently located, are forecast to be 3,290 vehicles per day with the removal of the barricade. The 2,906 trips added to this link with the removal of the barricade distribute onto Tamarack Avenue and on to either the schools, local neighborhoods or College Boulevard. The traffic modeling efforts show that a shift in traffic patterns will occur such that 56% of the traffic along Mira Monte Drive, without the barricade is likely to be cut-through traffic. Approximately 44% will be destined for the residential uses located within the study area. Similarly, traffic patterns associated with the Calavera Hills schools will alter by approximately 20 to 25 percent (based on adjustments made to the traffic model) if the barricade is removed. The 20 to 25 percent shift is anticipated to re-route from College Boulevard to Mira Monte Drive to access Lake Boulevard and the regional roadway network. Overall the traffic operations at the study intersections and roadway segments show that the removal of the barricade will have little impact on operating conditions, with the exception of the all-way stop controlled Lake Boulevard/Mira Monte Drive intersection. The all-way stop controlled intersection of Lake Boulevard/Mira Monte Drive currently operates at LOS F in the p.m. peak hour, when eastbound queues have been observed to extend from Mira Monte Drive west to Thunder Drive. With the removal of the barricade, delays to the eastbound Lake Boulevard movement would be reduced, as traffic volumes along Lake Boulevard are forecast to be reduced by over 100 vehicles per hour. This traffic would shift to northbound Mira Monte Drive. The northbound movement on Mira Monte Drive is forecast to operate at LOS B in the peak hours with or without the barricade in place. Overall, the shift in traffic associated with the removal of the barricade would improve intersection operations at Lake Boulevard/Mira Monte Drive from LOS F to LOS E, and reduce eastbound delay time from 83.0 seconds to 66.2 seconds per vehicle in the p.m. peak hour. B.Johnson JN: 55-100193.001 May 16, 2005 Page 19 The forecast volumes when the barricade is removed would not exceed the LOS C capacity (7,000 vpd) of Mira Monte Drive, which is classified as a Local Collector. Signalization of the Lake Boulevard/Mira Monte Drive intersection in its existing lane configuration will significantly improve traffic operations at the intersection whether or not the barricade is removed. With the signal in place, service levels would improve to LOS B during the evening peak and LOS B during the morning peak. Based on the SANDAG traffic model results, the widening of Lake Boulevard and/or the installation of a traffic signal at the Lake Boulevard/Mira Monte Drive intersection will have little impact on either encouraging or discouraging non-local traffic to use Mira Monte Drive. In our professional judgment, the widening of Lake Boulevard and the installation of a traffic signal at the Lake Boulevard/Mira Monte Drive intersection that is programmed to favor through traffic on Lake Boulevard would likely encourage a portion of the non-local "cut-through" traffic to continue through the area on Lake Boulevard and College Boulevard, and not use Foothill Avenue and Mira Monte Drive. We would be happy to answer any questions you may have regarding this analysis. Please call me at (760) 476-9193. Sincerely, Dawn Wilson, P.E. Senior Associate Transportation Services H:\PDATA\55100193\Report\mira monte 10-18-05 Updated.doc Calavera Hills Elementary / Middle School O Not to Scale Legend Barricade Study Intersections xxixx AM/PM Volumes X.XXX Average Daily Traffic Existing Volumes JN 55-100193 Exhibit 1 -10/-14 427-120 CITYOFOCEANSIpE CITYOFCARLSBAD"" Calavera Hills Elementary I Middle School Legend • Study Intersections XXIXX AM/PM Volumes +/- XXX Average Daily Trips Not to Scale Traffic Volume Changes With Barricade Removed Exhibit 2JAN 2005 CITY OF OCEANSIDE CITY OF CARLSBAD Calavera Hills Elementary / Middle School Legend 0 Study Intersections XX/XX AM/PM Volumes x,xxx Average Daily Traffic Existing Volumes With Barricade Removed JN 55-100193 Exhibit 3 Alto Street 448 CITYOFOCEANSIDE CITY OF CARLSBAD Calavera Hills Elementary / Middle School Not to Scale JN 55-100193 • • Legend • Study Intersections ™ (>75% of Link Traffic) • • (<25% of Link Traffic) — (0% of Link Traffic) X.XXX Portion of Study Link Daily Trips Traffic Routing Pattern With Barricade Removed Exhibit 4JAN 2005 Calavera Hills Elementary Middle School Not to Scale Legend Study Intersections xx%(xx%) With(Without) Barricade Distribution of Traffic from School Site Distribution of School Traffic JN 55-100193 MAY 2005 Exhibit 5 1 ' '7 +J -10/-22 ^+11/4-15 —-128A48 I/ -49/-125 — %>Af^ ,r+128/+48 in mT- CM Alto Street +251 +116 £1™°? °-C.EANSIDE "CITY OF CARLSBAD OT-!.T- CM V ^i v t 3OCOCO •*co CN ,r+116/+36\i;,,. \" r • ; -*'i?> r'O jS> Calavera Hills •» Elementary / Middle School Road +2.220 +2.639, J-2,942 ONot to Scale JN 55-100193 Legend • Study Intersections +/-xx/xx AM/PM Volumes +/- XXX Average Daily Trips Traffic Volume Shift With Barricade Removed With Signalized Mira Monte Drive JAN 2005 Exhibit 6 . Calavera Hills Elementary / Middle School o Not to Scale Legend • Study Intersections xx/xx AM/PM Volumes x.xxx Average Daily Traffic Existing With Barricade Removed Signalized Mira Monte Drive Volumes JN 55-100193 Exhibit 7 CITYOFOCEANSIDE CITY OF CARLSBAD Calavera Hills Elementary / Middle School Not to Scale Legend • Study Intersections xx/xx AM/PM Volumes +/- XXX Average Daily Trips Traffic Volume Shift With Barricade Removed With Signalized Mira Monte Dr. With 4 Lane Lake Blvd. JN 55-100193 Exhibit 8 CITY OF OCEANSIDE CITY OF CARLSBAD Legend 0 Study Intersections XX/XX AM/PM Volumes x.xxx Average Daily Traffic Existing With Barricade Removed Signalized Mira Monte Dr. 4 Lane Lake Blvd. Volumes JN 55-100193 Exhibit 9 Appendix A Traffic Model Runs {\3CT 0 'TO1" o *•o o>CM C.• •a * of™ !3 0} CD ^"SO) < COCD XX to 0 0•oCOo CO CD tooo CN ....571---;i— , 1C ...238SL..\ 36 ?\ 0* CO CM •ac CDD)CD X X 0 _D O 0•acao*i_ CO CD LOoo CM 2005 Mira Monte Modeling Efforts Alt 3 -With Barricade Removed Signalized Mira Monte / Lake Legend x,xxx Adjusted ADT XXXX Select Zone ADT 2005 Mira Monte Modeling Efforts Alt 4 - With Barricade Removed Signalized Mira Monte / Lake 4 Lane Lake from Thunder to Emerald Legend x,xxx Adjusted ADT x,xxx Select Zone ADT Appendix B Data Processing Worksheets o «3 £ P«\3 H 95 W m^ cS 1 VOLUMES«»a. Si '& I 3 g a 2005 WithBarricade-8 §CD 2 gCN ,-f O o PI ¥ O o f4 ¥ O o c\ o g CNO rs ¥ o o 00 1 (SCT* oo 00 *t CS S ft _ S •* VO ¥ o o 0 ¥ o o en ,. VD CS i £ » 9 (N 00tN i jses' JB JS JJ m Hi 5 O a. enM S»j O S•< -- 2 « ,s i« 2 1 H•S w I a | | z i3 u irl 1 §§I rj <s >su c-•<u </)t*J H oo30 1 IfC/J & 3 1 a §r^ | SC/5 C/3"~" uiH is M 00 i,S •£.s1 W u 1 1Q Q El u.3 *5 O cai! u^2 XO s•<ZM U1/3 g1 •1 UJ «! 1 CO •S £ SS .81 1 i.a oz Ss I 1 (/} h^ O 2 ON to §! 3 | 13 1 1.11IS CQ w Ii 1a S* S P9 moZ *T> §(N Jl •l| u 1 « S a •s »i 1 II •gsCQ 0 os to 1 J ¥ o o J CQ S ¥ O 0 - - ? 1 o H ft [- ¥ «n IS*o -• 7 K 00 i^ o 0 ¥ <0 >o o a g 00VD -1CQ -H Kl 0 r- - * o »n i HCQ S — * r- w 5 t-~in Z^ 2 - o 0 OiCO _, ¥ 2 2 o ? s s J „ m ¥ 0 o^H 0 ? (S CQ r. ¥ <s M - ? 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IO o5Eco 006CT>CO O) 5 Lake BoulevardOut In TOSS ! 71 S19! 15141 Rilrt Thru Left Pads s-1" 2 ^ fl ! r*aim mflju spad 869 UZ 10 |' H06J u| ino Transportation Studies, Inc. 1350 Reynolds Avenue City: OCEANSIDE N-S Direction: THUNDER DRIVE E-W Direction: LAKE BOULEVARD THUNDER DRIVE Southbound Start Time Factor 07:00 AM 07:1 5 AM 07:30 AM 07:45 AM Total 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total **• BREAK *" 04:00 PM 04:1 5PM 04:30 PM 04:45 PM Total 05:00 PM 05:1 5PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % Right 1.0 34 28 53 52 167 40 20 15 17 92 18 24 20 28 90 21 27 17 21 86 435 61.5 8.2 Thru" 1.0 0 0 0 1 1 0 1 0 01 0 0 0 0 0 1 01 0 2 4 0.6 0.1 Left 1.0'4' ' 5 12 8 29' 7 8 8 13 34 27 28 18 26 99 28 21 34 23 "106 268 37.9 5.1 Suite 1 15 Irvine, CA. 92614 Groups Printed- Turning Movements LAKE BOULEVARD THUNDER DRIVE Westbound Right""1.0 "19" 15 16 19 69 14 11 9 19 53 29 24 18 33 104 21 25 15 23 84 310 14.5 5.9 Thru! 1.0 "118 146 185 184 633 107 98 133 127 465 81 103 65 104 353 95 97 97 89 378 1829 85.3 34,7 Left 1.0.. .... 0 01 2 0 0 011 0 01 01 0 0 0 0 0 4 0.2 0.1 j Northbound! RjghtT" 1.0 i,-.. 1-~. 0 0 01 0 01 1 2 0 1 01 ~2 0 0 ' 1 0 1 6 30.0 0.1 Thru : 1.0 0" 0 0 0 0 01 0 01 1 011 3 1 01 0 2 6 30,0 0.1 Left 1.0 0 1 0 01 0 01 01 ' 0 0 2 1 3 2 1 0 0 3' 8 40.0 0.2 File Name H0410040 Site Code 00000092 Start Date 10/13/2004 Page No 1 LAKE BOULEVARD Eastbound Right 1.0 6 01 01 0 2 0 0 2 0 0 011 3 2 0 1 6 10 0.4 0.2 Thru 1.0 48 46 68 82 244 68 74 49 56 247 117 156 149 171 593 173 180 162 174 689 1773 73.7 33.6 Lett 1.0 6 8 14 30 58 28 22 12 14 78 42 42 37 81 202 64 85 65 74 288 624 25.9 11.8 Int. Total 231 249 349 377 1206 264 237 226 248 975 315 378 311 447 1451 409 438 393 405 1645 5277 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 File Name :H0410040 Site Code : 00000092 Start Date : 10/13/2004 Page No : 2 THUNDER DRIVE Southbound LAKE BOULEVARD Westbound "THUNDER DRIVE Northbound LAKE BOULEVARD Easttxxind Intersection 07:15 AM Volume 173 Percent 84.0 5207:45 Volume Peak Factor High Int. 07:30 AM Volume 53 Peak Factor Thru Left *JJjjj Right Thru Left j **jj j Right ! Thru Left *jgj Right Thru L I AM to 08:45 AM -Peak 1 of i kU\M 1 32 206 64 622 1 687 0 0.1 1 1 264 0.5 15.5 9.3 90.5 0.1 0.0 0.0 100^ 0,3 76.5 22 1 8 61 19 184 12040 0 0 0 082 \M 07:45 AM 07:15 AM 07:45 AM 0 12 65 19 184 1 204 0 0 1 1 0 82 0.792 0.842 0.250 IHUfajLKUKIVh Out In TotalHi ':M; :.ii5a; raQnt Thru Loft4 ' -> g 5 North ^a * 5 U S « — g a * 10/130004 e-IXWIO AM 3 » 5 £u ••-- S SieS 9 TuminaMovBrnerte^ £ _,S <-*:•> Left Thru Rlahl ••.-..-,-,..- g,-- (J-, 3 14 Out In TotalTfifjneft nrave Bft App. Int. Totsl lOts! 80 345 1239 ,2 30 112 377 0.822 30 112 0.770 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 FHe Name : H0410040 Site Code : 00000092 Start Date ; 10/13/2004 Page No : 3 THUNDER DRIVE LAKE BOULEVARD THUNDER DRIVE LAKE BOULEVARD Southbound Westbound Northbound Eastbound Start Time Right Thru Left ^Jjjj Right Thru Left j ^£j | Right | Thru: left ^*j Right Thru Left ^j T'^j Peak Hour From 04:00 PM to 05:45 PM- 'Peak i "of i " Intersection 04:45 PM i Volume 93 2 109 204 94 393 0 487 ! 2 3 4 9 8 686 295 987 1687 Percent 45.6 1.0 53.4 19.3 80.7 0.0 22.2 33.3 44.4 0.6 69.5 29.9 Volume 28 0 26 54 33 104 0 137 1 1 1 3 1 171 81 253 447 Peak Factor 0.944 High Int. 04:45 PM 04:45 PM 04:45 PM 05:15 PM Volume 28 0 26 54 33 104 0 137 1 1 1 3 2 180 85 267 Peak Factor 0.944 0.889 0.750 0.924 IHUNLfcKUKIVt Out In Total:.M :";»* .JSK 'Sir ~2 109] Right TtnT'L* >» ISav-*" 8« » a ^ IQ/13'2004 5:30:00 PM 55* 3 .T<jn*!B.Moveineiib Left Thru WgM F '• — 81 : — 17 C«" in" T66T TMUNDFR DRIVE . -|t ^'* ;ii r Transportation Studies, Inc. 1350 Reynolds Avenue City: OCEANSIDE N-S Direction: COLLEGE BOULEVARD E-W Direction: LAKE BOULEVARD COLLEGE BOULEVARD Southbound Start Time Factor 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total 08:00 AM 08: 15 AM 08:30 AM 08:45 AM Total •"BREAK*" 04:00 PM 04: 15PM 04:30 PM 04:45 PM Total 05:00 PM 05: 15PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % Right 1.0 38 37 45 44 164 52 42 44 60 198 86 100 82 89 357 90 117 93 78 378 1097 23.4 9.2 Thru 1.0 211 263 272 247 993 187 130 138 115 570 98 86 88 95 367 100 78 84 104 366 2296 48.9 19.2 Left 1.0 57 46 47 75 225 57 59 55 65 236 99 109 105 87 400 125 107 110 101 443 1304 27.8 10.9 Suite 115 Irvine, CA. 92614 Groups Printed- Turning Movements LAKE BOULEVARD COLLEGE BOULEVARD Westbound Right 1.0 70 86 84 80 320 68 86 89 99 342 66 60 83 77 286 66 70 80 91 307 1255 51.6 10.5 Thru 1.0 6 8 13 21 48 9 9 10 16 44 14 14 16 28 72 21 15 19 20 75 239 9.8 2.0 Left 1.0 99 113 128 136 "476" 81 56 28 45 210""' 23 26 29 40 118 " 49 26 32 27 134 938 38.6 7.9 Northbound Right 1.0 10 11 23 32 76 38 20 24 24 ' 106 66 79 88 105 338 105 129 108 86 428 948 25.6 7.9 Thru 1.0 81 96 126 98 401 122 79 103 132 436 164 186 177 252 779 205 235 207 168 815 2431 65.6 20.4 Left 1.0 5 12 16 12 45 29 13 16 10 68 17 27 24 29 97 32 31 33 18 114 324 8.7 2.7 File Name H04 10039 Site Code 00003872 Start Date 10/14/2004 Page No 1 LAKE BOULEVARD Eastbound Right 1.0 14 9 16 22 61 12 16 8 12 48 15 14 13 13 55 7 14 19 7 47 211 19.0 1.8 Thru 1.0 3 6 3 7 19 5 9 11 17 42 24 25 20 25 94 31 26 43 33 133 288 25.9 2.4 Left 1.0 21 16 19 21 77 28 28 39 45 140 38 62 43 36 179 60 43 67 48 218 614 55.2 5.1 Int. Total 615 703 792 795 2905 688 547 565 640 2440 710 788 768 876 3142 891 891 895 781 3458 11945 27 Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine. CA. 82614 File Name Site Code Start Date Page No H0410039 00003872 10/14/2004 2 COLLEGE BOULEVARD Southbound LAKE BOULEVARD Westbound COLLEGE BOULEVARD Northbound LAKE BOULEVARD Easlbound Start Time Right Thru Left *p.pj Right Thru Left ^ Right Thru Left £p£j Right Thru Left Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 07:15 AM Volume 178 969 225 1372 318 Percent 13.0 70.6 16.4 38.5 07:45 Volume Peak Factor High Int. 07:45 AM 07:45 AM Volume 44 247 75 366 80 21 51 458 6.2 55.4 827 104 442 69 16.9 71.9 11.2 44 247 75 366 80 21 136 237 32 98 12 Peak Factor 0.937 136 08:00 AM 237 38 122 0.872 29 Total 615 59 21 84 36.0 12.8 51.2 142 22 7 07:45 AM 189 22 7 0.813 21 21 Int. 164 2978 50 50 0.820 795 0.936 01-t. f „ UQLL6UE BOULEVAKU CM In Total, '844; "T572: "2216 178 969 225^ Right Thiu Left North 10/1*12004 7:15:00 AM 10/14/2004 8:00:00 AM Turning Movements Left Thru Right 89 442 104 1486 615 2101 (Sit In Tola! COLLEGE BOULEVARD S »*<IS ° J Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine. CA. 92614 File Name : H0410039 Site Code : 00003872 Start Date : 10/14/2004 Page No : 3 COLLEGE BOULEVARD Southbound LAKE BOULEVARD Westbound COLLEGE BOULEVARD Start Time Right Thru Left $?£. Right Thru Left *F£j Right Thru Northbound Left LAKE BOULEVARD Eastbound App.App.Inf.RW* Thru Left f- T- 1175 293 83 147 56.0 15.9 28.1 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 389 357 429 1175 293 Percent 33.1 30.4 36.5 05:30 Volume Peak Factor High Int. 05:00 PM 04:45 PM Volume 90 100 125 315 77 28 523 447 899 30.4 61.1 125 8.5 1471 53 125 206 13.8 32.6 53.6 93 84 110 287 80 19 32 131 108 207 33 348 19 43 67 Peak Factor 0.933 40 05:15PM 145 129 235 0.902 05:30 PM 31 395 19 43 0.931 87 384 3553 129 129 0.744 895 0.992 COLLfcGt BOULEVARD Out In Total 139B 1175. 2573 mr'W ""*»;•Right" thru Left" North 10/14/2004 4:45:00 PM 10/14/2004 5:30:00 PM Tuning Movements Left Thru Right 125 893 447 55? 1471 2023 Out In foti COU.EGE-BOULEVARO Transportation Studies, Inc. 1350 Reynolds Avenue City: CARLSBAD Suite 115 N-S Direction: COLLEGE BOULEVARD lrvine' CA- 92614 E-W Direction: TAMARACK AVENUE {S) Groups Printed- Turning Movements COLLEGE BOULEVARD TAMARACK~AVENUE (S) COLLEGE BOULEVARD Southbound Start Time Factor 07:00 AM 07:15 AM 07:30 AM 07: 45 AM Total 08:00 AM 08: 15 AM 08:30 AM 03:45 AM Total "' BREAK — 04:00 PM 04: 15PM 04:30 PM 04:45 PM Total 05:00 PM 05: 15PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % Right 1.0 14 17 18 11 60 5 9 7 8 29 17 15 16 14 62 20 17 12 19 68 219 6.6 2.7 Thru 1.0 325 365 366 330 1386 256 197 190 145 788 105 106 94 110 415 117 101 110 92 420 3009 90.9 37.7 Left 1.0 1 5 0 2 8 4 3 2 2 11 5 11 6 8 30 8 7 8 11 34 83 2.5 1.0 Westbound Right 1.0 4 10 9 24 47 14 4 5 12 35 7 6 3 4 20 2 5 4 4 15 117 20.5 1.5 Thru 1.0 0 2 3 10 15 17 9 1 2 29 3 3 2 1 9 4 0 4 0 8 61 10.7 0.8 Left 1.0 27 31 30 48. 136 78 39 17 16 150 10 15 17 16 58 8 20 10 10 48 392 68.8 4.9 Northbound Right 1.0 3 6 15 10 34 19 6 5 3 33 16 14 18 12 60 22 18 22 20 82 209 5.7 2.6 Thru 1.0 69 96 133 134 432 144 85 78 112 419 258 282 290 330 1160 348 374 325 263 1310 3321 90.3 41.6 Left 1.0 10 1 3 10 24 8 9 9 10 36 7 5 5 11 28 11 22g 19 61 149 4.1 1.9 File Name H0410027 Site Code 00000979 Start Date 10/14/2004 Page No 1 TAMARACK AVENUE (S) Easlbound Right 1.0 11 12 5 13 41 6 17 11 11 45 5 5 4 5 19 3 1 3 3 10 115 27.2 1.4 Thru 1.0 1 2 1 6 10 8 3 1 3 15 4 3 2 2 11 1 0 01 2 38 9.0 0.5 Left 1.0 13 18 27 31 89 37 10 16 17 80 7 12 23 18 60 11 9 7 14 41 270 63.8 3.4 Int. Total 478 565 610 629 2282 596 391 342 341 1670 444 477 480 531 1932 555 574 514 456 2099 7983 Transportalian Studies. Inc. 1350 Reynolds Avenue COLLEGE BOULEVARD Southbound Start Time Right Thru Left *^j Suite 115 File Name H04 10027 Irvine. CA. 92614 sjte Code 00000979 Start Date 10/14/2004 Page No 2 TAMARACK AVENUE (S) COLLEGE BOULEVARD TAMARACK AVENUE (S) Westbound Northbound Eastbound Right Thru Left *& Right Thru Left *£j Right Thru Left £«j; T(jjj Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 07: 15 AM Volume 51 1317 11 1379 Percent 3.7 95.5 0.8 ..°,7:45 11 330 2 343Volume Peak Factor High Int. 07: 15 AM Volume 17 365 5 387 Peak Factor 0.891 5s-™ „=T ~l "2(J COIs9 CJ »ot y,_ f. go o> = 0- « - 57 32 187 276 50 507 22 579 38 17 113 166 2400 20.7 11.6 67.8 8.6 87.6 3.8 21.7 10.2 68.1 24 10 48 82 10 134 10 154 13 6 31 50 629 0.954 08:00 AM 08:00 AM 08:00 AM 14 17 78 109 19 144 8 171 88 37 51 0.633 0.846 0.814 CULLttjt BCHJLtVftKU Out In Tola! 677 1379 2056 Eight ' Thru ' Yefi' ' < > -r A ^ " » -j£SNorth fo. <° > ^^ o 10/14/2004 7:15:OOAM t 3 K=> 10/1 4/2004 8:00:00 AM = M =" < f *•:Turning Movements 2. — _^ ^ A. 4 > Left Ttvu RigW 22; 567 50 1540 579 2119 Out In Total COLLEGE BOULEVARD Transportation Studies, Inc. 1350 Reynolds Avenue Start Time Right Peak Hour From 04:0 Intersection 04:45 Volume 63 Percent 11.8 05:15 Volume Peak Factor High Int. 05:00 PM Volume 20 Peak Factor 17 Suite 115 File Name H0410027 Irvine, CA. 92614 Sjte Cocle Q0000979 Start Date 10/14/2004 Page No 3 EGE BOULEVARD TAMARACK AVENUE (SJ : COLLEGE BOULEVARD TAMARACK AVENUE (S) Southbound Westbound Northbound Eastbound Thru Left ^j Right Thru Left *P£j Right • Thru Left ^j Right Thru Left £jJPj T<^j PM to 05:45 PM - Peak 1 of 1 It A'IVI 438 31 532 15 9 54 78 74 1377 53 1504 12 3 45 60 2174 82.3 5.8 19.2 11.5 69.2 4.9 91.6 3.5 20.0 5.0 75.0 101 7 125 5 0 20 25 18 374 22 414 1 0 9 10 574 0.947 >M 05:1 5PM 05:,15PM 04:45 PM 117 8 145 5 0 20 25: 18 374 22 414 5 2 18 25 0.917 0.780 ; 0.908 WXltOb BOULEVARD Out In Total 1437 532 1969 83^ 438 '31 Right Thnj Left V *S« * *?"" « A *a-°* \ '1 North §.£• §"> 5 H 10/14/2004 5:30:00 PM £ ^ » | \ ~5 S "" 21 Turning Movements a -t S Left Thru Righl 53" 1377 74 504 1504 2008 Out In Total COLLEGE BOULEVARD 0.600 Transportation Studies. Inc. 1350 Reynolds Avenue Cily: CARLSBAD Suite 115 N-S Direction: COLLEGE BOULEVARD lrvine. Cfi" 92614 E-W Direction: TAMARACK AVENUE (N) Grougs Printed- TurningJMovements COLLEGE BOULEVARD TAMARACK AVENUE (N) ""COLLEGE BOULEVARD Southbound Start Time Factor 07:00 AM 07: 15 AM 07:30 AM 07:45 AM Total 08:00 AM 08: 15 AM 08:30 AM 08:45 AM Total — BREAK •" 04:00 PM 04: 15PM 04:30 PM 04:45 PM Total 05:00 PM 05: 15PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % Right 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 Thru 1.0 336 364 359 339 1388 243 214 200 156 813 123 115 113 125 476 137 105 121 112 475 3162 91.8 42.5 Left 1:0 6 15 38 72 131 41 11 5 8 65 10 9 9 12 40' 15 12 9 12 48 284 8.2 3.8 Westbound Righti.o 7 9 16 29 61 67 29 9 10 115 5 6 12 12 35 6 11 5 4 26 237 65.3 3.2 Thru 1.0 0 0 0 0 0 0 0 0 0'd 0 0 0 0d 0 0 0 0 0 0 0.0 0.0 Left 1.0 8 7 14 6 35 14 7 8 4 "33""' 9 12 5 4 30 7 9 5 7 28 126 34.7 1.7 Northbound Right 1.0 10 11 27 73 121 60 12 5 2 99" 12 13 10 13 48 12 16 12 12 52 320 8.8 4.3 Thru 1'.0 78 94 130 121 423 108 85 89 154 436 " 232 296 288 339 1155 315 409 305 276 1305 3319 91.2 44.6 Left 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 File Name :H0410026 Site Code : 00000092 Start Date : 10/14/2004 Page No : 1 TAMARACK AVENUE (N) Eastbound Right 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 Thru 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 Left 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 Int. Total 445 500 564 640 2169 553 358 316 334 1561 391 451 437 505 1784 492 562 457 423 1934 7448 Transportation Studies, Inc. 1330 Reynolds Avenue Suite 115 Irvine. CA. 92614 File Name : H0410026 Site Code : 00000092 Start Date : 10/14/2004 Page No : 2 COLLEGE BOULEVARD Southbound TAMARACK AVENUE (N) Westbound COLLEGE BOULEVARD Northbound Start Time Right Thru Left f?£. Right Thru Left £?(Pi Right Thru Left ^p.p; Right Thru LeftI Qial I Ol31 IO131 TAMARACK AVENUE (N) Eastbound App. Total Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 07:15 AM Volume 0 1305 166 1471 121 0 Percent 0.0 88.7 11.3 74.7 0.0 07:45 Volume Peak Factor High Int. 07:45 AM 08:00 AM Volume 0 339 72 411 67 0 339 72 411 29 Peak Factor 0.895 41 25.3 14 162 191 453 29.7 70.3 35 73 121 07:45 AM 81 73 121 0.500 0 0.0 644 0 0.0 0 0.0 0 0.0 194 6:45:00 AM Int. Total 2277 540 0.889 194 0.830 COLLEGE BOULEVARD Out In Total 5TM ""1*71. ••20*5! 'p~ 1305" 166. Right' thro" teS North \6r\4waf TiiiM'm 10/14/2004 8:00:00 AM Turning Movements Left Thru Righ! 0 453 191 1346 644 1990 CM In Total COLLEGE BOULEVARD Transportation Studies, Inc. 1350 Reynolds Avenue Suite 115 Irvine, CA. 92614 File Name Site Code Start Date Page No H0410026 00000092 10/14/2004 3 COLLEGE BOULEVARD Southbound Start Time Right Thru Left TAMARACK AVENUE (N) Westbound Right Thru Left -f;; Right • Thru Left I 0131 COLLEGE BOULEVARD Northbound App. Total TAMARACK AVENUE(N) Eastbound App. TotalRight Thru Left Int. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 intersection 04:45 PM: Volume 0 488 48 536 34 0 25 59 53 1368 0 1421 0 0 Percent 0.0 91.0 9.0 57.6 0.0 42.4 3.7 96.3 0.0 0.0 0.0 0 Volume ° 105 12 11? 11 0 9 20 16 409 0 425 0 0 Peak Factor High Int. 05:00 PM 05:15 PM 05:15 PM Volume 0 137 15 152 11 0 9 20 16 409 0 425 Peak Factor 0.882 0.738 0.836 COLLEGE BUULtVARO OK In Total 1402 ' 536 ..1938 Ch 4'8S: 48 Righl ' thai Left 4 > 1 . 3 ... North fg 2"| U' 'O ' • " — £ 5 ™ - ' " ' ' • J3 ' ^ '• " ilQ/14/2004 4l 45^00 PM 4 ^ 13 ^ j .. *" . !lO/14/2fXI4 5:3a<X>.PM so_ S Left Tdni Right Q: 136« 53 513 1421 1934 Out In Tola! COLLEGE BOULEVARD 0 2016 0 562 0.897 130 Transportation Studies, Inc. 1350 Reynolds Avenue City: OCEANSIDE N-S Direction: SR-78 WB RAMPS E-W Direction: VISTA WAY SHOPPING CENTER Southbound Start Time Factor 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total 08:00 AM 08: 15 AM 08:30 AM 08:45 AM Total "• BREAK — 0-4:00 PM 04: 15PM 04:30 PM 04:45 PM Total 05:00 PM 05:1 5PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % Right 1.0 6 4 12 12 34 8 10 13 12 43 23 13 13 28 77 10 17 6 21 54 208 28.8 2.0 Thru 1.0 8 17 16 18 59 15 17 17 21 70 19 18 12 24 73 16 20 16 17 69 271 37.5 2.6 Left 1.0 2 Q 6 13 30 10 17 21 19 67 18 17 24 16 75 14 17 21 20 72 244 33.7 2.3 Suite 1 15 Irvine, CA. 92614 Groups Printed- Turning Movements VISTAWAY Westbound Right 1.0 3 7 10 13 33 4 14 21 19 58 5 5 6 5 21 6 9 0 12 "36 148 5.8 1.4 Thru 1.0 . 51 69 74 76 270 59 36 38 42 175 116 93 96 102 407" 119 126 127. 114 486 1338 52.3 12.7 Lett 1.0 68 55 75 54 252 50 46 44 48 188 61 78 81 60 280" 94 95 82 79 350 1070 41.9 10.2 SR-78 WB RAMPS Northbound Right 1.0 11 20sa 46 112 41 33 39 36 149 33 27 22 23 " 105 25 25 23 28 101 467 13.6 4.4 Thru 1.0 12 9 12 11 44 16 7 11 14 48 17 19 18 16 70 16 18 16 16 66 228 6.6 2.2 Left 1.0 150 201 176 187 714 159 157 144 141 601 166 183 187 186 722 187 183 174 164 708 2745 79.8 26.1 File Name H04 10037 Site Code 00001883 Start Date 10/12/2004 Page No 1 VISTA WAY Eastbound Right 1.0 78 92 58 82 310 74 86 79 68 307 81 86 90 104 371 83 . 83 78 72 316 1304 34.2 12.4 Thru 1.0 107 118 115 149 489 173 140 149 138 600 154 139 99 135 527 116 122 120 122 486 2102 55.2 20.0 Left 1.0 12 14 12 14 52 25 22 28 31 106 34 31 49 24 138 25 29 25 29 108 404 10.6 3.8 int. Total 508 615 601 675 2399 634 585 504 589 2412 737 709 697 723 2856 711 744 T03 694 2852 10529 '3f Transportation Studies, Inc. 1350 Reynolds Avenue, Sic. IIS Irvine. CA 02614 Location Sesincni Client Interval Seain 12:00 12:15 12:30 12-45 Ut «> fit 15 0 Uli 01.45 02:00 02:15 02:30 0245 03:00 03.15 03:30 OV4S «:()!> 04:15 01:30 04:45 05:00 05:15 05:30 05:45 06.00 06 15 06:30 06.45 07110 07 15 0730 0745 0800 08:15 08:30 08-4S 0<J DO (W 1 5IM M I'M 4> lO'UO lit.! 5 10:30 10.45 1 1 :()() 11.15 ! 1 30 11.45 Totals Spin";. Du\ Tuuil* D;iv S ni us Peak Hour Volume l; actor LAKE BOUI.k'VARD : THUNDER DRIVE TO SKY HAVEN LN •. RBF CONSULTING AM 10 8 5 9 4 4 t 3 4 0 3 1 5 0 1 3 2 I 6 7 4 16 17 31 19 32 35 55 78 55 64 88 99 7.-I 58 54 76 50 66 72 7S 62 S6 72 90 107 90 95 1.SOI •12 4 11:00 382 089 EB PM 32 1 14 435 113 IDS 100 13 102 443 106 112 123 8 106 508 117 136 149 9 155 591 136 144 156 16 161 713 183 181 188 68 182 758 187 193 1% I'll 174 596 156 136 130 285 102 407 110 101 94 2S5 71 277 88 61 57 264 71 220 63 45 41 298 45 158 3S 37 38 382 25 69 16 17 11 5.H5 665 6.976 580 05:00 758 0.97 AM 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10 2 2 4 4 IS 10 24 36 54 82 91 38 122 158 136 106 120 III 128 123 100 93 128 98 95 85 104 96 81 79 105 2.450 576 07:15 522 0.83 WB 4 0 0 2 18 56 263 454 465 444 383 361 5.061 420 Combined PM 98 418 106 92 122 79 330 78 101 72 68 347 102 81 96 98 395 109 SO 108 72 350 94 92 92 90 374 104 92 88 60 258 66 76 56 61 99 20 6 12 2 16 8 2 4 2 11 1 0 8 2 11 6 0 3 0 2 0 2 0 2.511 33 .5 12:00 418 0.86 AM 12 10 5 9 4 4 2 3 4 0 3 1 i 0 1 5 12 3 8 II 8 34 27 55 55 86 117 146 116 177 222 224 205 194 169 182 199 150 159 200 176 158 171 176 186 188 169 200 4.251 07:30 845 0.94 36 13 8 11 34 124 404 739 750 708 681 743 12.037 PM 212 219 200 222m 184 213 195 174 219 217 245 253 245 224 264 233 277 273 280 272 291 2X5 2S4 234 222 212 186 163 130 107 106 73 96 63 61 73 64 45 49 47 44 37 41 25 16 19 11 7.7K6 05:00 1.132 0.97 Site. COV Dale: 10/12/04 Day Tussdav 853 773 855 986 1.063 1.132 854 506 293 231 169 71 Kilo no-iioosi Transportation Studies, Inc. 1350 Reynolds Avenue. Ste. 115 Irvine. CA. 92614 Local ion .Seamen! Client Interval Bc2in 1200 12:15 1230 12:45 0 1 00 1)1.15 01:30 01:45 02:00 02:15 02:30 02-45 03.00 03:15 03.30 03-45 M Oil IW 15 1)4:30 04:45 1)5:00 05:15 05:30 05:45 06:00 06:15 06.3(1 06-45 ()7-<!(> 07 15 07:30 0745 08:00 OS: 15 OS:3<) 08-45 09: IK) (W. 1 5 IW 3u ()>M5 Itl-Oi.l 10 15 10:30 10:45 1 1 -00 11.15 1 1 :30 1 i .15 Totals Spl,t% Day Totals Dav Splits Peak Hour Volumc FactDr : LAKE BOULEVARD COLLEGE TO THUNDKR . RBF CONSULTING AM 12 II 4 10 5 3 3 4 5 1 5 1 5 1 0 j. 3 2 3 6 5 10 21 22 24 27 45 58 76 58 76 119 102 84 60 64 7ft 58 73 7f, 92 82 SO 82 103 112 94 119 1.983 36.7 11:00 428 0.90 EB 37 15 12 8 14 58 154 329 310 282 336 42S 8.012 53.5 PM 112 124 114 120 118 114 105 144 no 142 179 181 158 177 165 207 ISO 234 218 232 221 264 245 233 212 166 149 156 MS 122 117 104 SO 103 59 6S 74 6S 51 SO 52 44 30 38 31 16 13 11 6.029 62.9 05:00 963 0.91 470 431 612 707 864 963 683 461 310 243 164 71 AM 7 9 4 2 5 0 3 3 2 3 3 1 0 1 8 3 11 : : 6 "•• : 15 23 23 34 48 68 80 88 120 172 164 193 200 214 170 127 123 150 130 II 1 97 146 108 105 107 106 107 112 93 112 3.417 633 07:15 777 0.91 WB 22 II 9 12 55 173 460 771 570 484 426 424 6.968 46.5 1 Combined PM l!6 104 110. 142 84 92 112 90 92 131 104 116 120 115 110 125 84 107 110 108 101 112 96 120 90 82 100 68 80 52 44 50 51 36 60 40 38 26 17 20 10 12 15 20 14 14 5 6 3.551 37.1 12:00 472 0.83 472 37S 443 470 409 429 340 226 !87 101 57 39 AM 19 20 8 12 10 3 6 7 7 4 S 2 5 2 8 5 14 8 18 29 28 44 69 90 104 115 165 230 240 251 276 333 272 211 183 214 206 169 169 222 200 187 187 188 210 224 187 231 5.400 07:15 1.132 0.85 59 26 21 20 69 231 614 1.100 880 766 762 852 14.980 PM 228 22S 224 2fi2 202 206 217 234 202 273 2S3 297 278 292 275 332 . 264 341 328 340 322 376 341 353 302 248 249 224 I'lft 174 1M 154 131 139 119 108 112 94 f.8 70 62 56 45 58 45 30 18 17 9.5X0 05:00 1 .392 0.93 Site: COV Date: 10/12/04 Day: Tuesday 942 859 1.055 1.177 1.273 1.392 1,023 687 497 344 221 110 133 Transportation Studies. Inc. 1350 Reynolds Avenue. S'te. 115 Irvine. CA. 926! 4 Location Segment Clicnl Interval Beein !2:00 12:15 li-il) 1245 i)l:flO 01. IJ 01 :30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04. 1 5 04:30 04.45 05:00 05:15 1)5-30 05:45 06:00 06. 1 5 06:30 06:45 0700 07:15 07.30 07:45os-oo OS: 1 5 08:30 08 45 1)900 09 15 0930 09-45 10:1)0 10-15 10:30 1045 11 M 11-15 ! ! 30 11.45 Totals Snlil% Dav Totals Oav Splits Peak Hour Vol time Factor . LAKE BOULEVARD : K/O COI .1 .KOE BOULEVARD RBF CONSULTING AM 8 9 5 3 s 0 3 3 2 3 3 1 0 1 s 3 10 7 17 25 29 34 58 71 93 94 132 182 183 208 200 186 176 146 132 172 15K 128 118 15S 124 US 113 132 120 123 110 IIS 3.732 643 07:00 777 093 WB PM 25 127 122 120 166 1 1 95 HO 130 102 9 110 152 130 !39 12 146 140 12S 134 59 117 134 128 124 192 126 142 119 140 501 107 100 115 S4 777 83 65 56 59 626 57 46 70 47 562 40 30 20 22 487 14 11 16 22 471 22 14 6 S 4.195 40.5 7.927 49.1 02:15 567 0.93 535 437 531 548 503 527 406 263 220 112 63 50 AM 12 12 3 10 5 4 3 5 5 3 5 1 5 2 0 3 2 2 3 6 5 10 22 23 27 .26 46 64 82 74 96 188 107 . 88 66 57 70 f.2 72 70 68 58 86 84 101 112 100 116 2.071 35.7 07:30 479 0.64 EB 37 17 14 10 13 60 163 440 318 274 296 429 S.225 50.9 Combined PM 114 133 116 113 124 108 103 140 124 143 178 ISI !60 174 164 208 176 238 222 228 228 266 246 241 .213 175 ; 148 160 123 130 120 100 88 109 65 73 78 75 53 54 56 53 34 39 33 18 17 12 6.154 59.5 05:00 981 0.92 476 475 626 706 864 98! 696 473 335 260 IS2 80 AM 20 21 8 13 10 4 6 8 7 6 8 2 5 3 8 6 12 9 20 31 34 44 80 94 120 120 178 246 265 282 296 374 283 234 198 229 228 190 190 228 192 176 199 216 221 235 210 234 5.803 07:15 1.235 0.83 62 28 23 22 72 252 664 1.217 944 836 783 900 16.152 PM 241 255 236 279 219 218 233 242 234 295 308 320 306 314 292 342 293 372 350 352 354 408 365 381 320 275 263 244 206 195 176 159 145 155 135 120 118 105 73 76 70 04 50 61 55 32 23 20 10.349 05:00 1.50S 092 Site: COV Bate: 10/12/04 Day: luesdav 1.011 912 1.157 1.254 1.367 1.508 1.102 736 555 372 245 130 File 'D04I0049 Transportation Studies, Inc. 1350 Reynolds Avenue. Stc. 115 Irvine. CA. 92614 Location Sesnuini Cliem Interval Be sin 12:00 12:15 12:30 1 2'45 01:00 01.15 1)1:30 01:43 02:00 02:15 02:30 02:45 0300 03 1 5 O.i 3(1 >>3 -15 IM-(H) IM-I5 (M-jO 0445 05:00 05:15 05:30 05:45 06:00 06- 1 5 06.30 06.45 01:00 01:15 07:30 07:45 OS:00 OS- 15 08:30 OS 15 i«:0t) 0') 15 W .10 0'):45 10-00 ID 15 10:30 111:45 11-00 !t 15 II .5(1 1 1 .45 Totals Spln% Dav Toials Oav Spills l\'ak Hour Volume i-'aCUV -. COLLEGE BOULEVARD PLAZA DRIVE TO LAKE BOULEVARD . RBF CONSULTING AM 21 28 13 II 13 7 6 6 9 17 5 11 3 3 II S 17 13 24 23 44 42 63 66 102 lOii 110 173 136 224 215 243 223 190 214 2f>2 215 186 1% 213 215 183 IS6 232 201 211 222 220 5.195 46.6 07-1? 905 0 93 NW 73 32 42 25 77 215 493 868 889 RIO 816 355 15.239 40.8 PM 242 1.009 257 248 262 213 928 226 262 227 227 1.051 252 229 343 300 1.250 294 284 372 294 1.316 364 310 348 312 1.366 358 370 326 310 1.101 292 276 223 204 709 197 159 149 162 562 146 140 iu 112 371 107 80 72 58 238 70 55 55 55 143 4S 20 20 10.044 51.6 04:45 1.38S 0.94 AM 16 13 8 12 10 8 14 7 4 6 9 5 9 8 8 13 9 16 2S 62 26 44 96 -.147 131 162 236 308 313 276 306 319 273 267 218 200 199 184 176 174 I9S 165 202 228 186 194 222 245 5.960 53.4 07:00 1.214 0.95 SB 49 39 24 38 115 313 837 1.214 958 733 793 847 15.371 50.2 1 • • Combined PM 218 955 257 238 242 240 940 228 214 258 242 1.057 256 276 283 284 1.063 263 248 268 276 1.156 300 285 295 264 UBS 318 300 303 272 992 250 232 238 218 765 236 182 129 115 544 161 142 126 94 382 108 86 94 90 250 70 50 40 50 122 30 20 22 9.411 48.4 05:15 1.193 0.94 AM 37 4! 21 23 23 15 20 13 13 23 14 16 12 11 19 21 26 29 52 85 70 86 159 213 233 270 346 481 499 500 521 562 496 457 432 462 414 370 372 387 413 348 388 460 388 405 444 465 11.155 07:00 2.0S2 0.93 122 71 66 63 192 528 1.330 2.082 1.847 1.543 1.609 1.702 30.610 PM 460 514 486 504 453 454 476 «5 469 508 505 ' 626 584 557 532 640 570 664 595 643 576 676 670 629 582 542 508 461 422 433 341 278 277 307 282 240 206 215 166 166 148 140 105 95 105 78 40 42 19.455 04:45 2.565 0.95 Site: COV Date: 10/12/04 Day. Tuesday 1.964 1.868 2.108 2.313 2.472 2,551 2.093 1.474 1.106 753 488 265 Transportation Studies, Inc. 1350 Reynolds Avenue. Stc. 115 Irvine. CA. 92614 Location Sesmeni Clicni iwcrvai Becin 12:00 12:15 1230 12.45 01. (JO DI:I5 01:30 01-45 02:00 02: IS 02:30 02:45 03:00 03:15 03-30 03:45 04:00 04:15 04:30 04:45 05.00 05:15 05 30 1)5.^5 06. On 06 1 5 06. JO 06.4 5 07-.00 07:15 07:30 07:45 08:00 OS: 15 08:30 08:45 09:00 09 1 5 09.10 09:45 1000 10-15 10:30 10:4? 11 00 11-15 1 1 .30 1 1 .45 Towls Spin"., Da\ Totals Dav Sritiis Peak Hour Volunw l-'aaor : COLLEGE BOULEVARD : LAKE TO TAMARACK (N) Site: COV Date; 10/12/04 . RBF CONSULTING AM IS 19 1 1 9 S (, 4 3 6 11 4 9 4 3 2 5 & 8 II II 14 13 19 29 40 3ft 57 96 S6 115 114 165 174 114 114 120 95 74 88 77 SO S6 91 107 S2 101 90 108 2.547 33 f> 07 15 568 OS> NB 57 21 30 14 38 75 231 480 522 J34 364 3S1 8.933 490 PM 110 124 93 97 109 110 118 150 92 131 195 216 226 210 209 266 241 304 242 295 295 334 307 27.1 206 200 156 146 105 88 69 SO 76 62 40 58 52 56 32 24 39 34 35 32 28 23 1-1 13 6.386 59.9 04:45 1. 23 1 0.92 424 487 634 9ll 1. 082 1. 2 10 708 312 236 164 140 78 AM !2 6 9 5 5 2 9 3 1 5 3 2 1 5 4 10 4 16 21 66 24 40 90 142 124 1X4 247 344 340 361 360 409 328 236 206 174 131 122 104 100 82 73 93 108 96 104 101 IIS 5.030 664 07:00 1.470 0.90 SB 32 19 11 20 107 296 899 1.470 944 457 356 419 9.300 51.0 PM 101 443 114 116 112 127 442 9S 97 120 128 556 154 132 142 136 474 112 106 120 122 495 120 122 131 129 552 139 134 150 116 419 108 100 95 84 298 SO 69 65 60 233 54 72 47 47 206 51 56 52 30 96 29 25 12 18 56 17 9 12 4.270 40.1 02:15 564 0.92 AM 30 25 20 14 13 8 13 6 7 16 7 I! 5 8 6 15 12 24 32 77 38 53 109 171 164 222 304 440 426 476 474 574 502 350 320 294 226 196 192 177 162 .159 184 215 178 205 191 226 7.577 07:15 2.026 0.88 Combined PM 89 211 238 209 209 40 236 208 215 270 41 220 285 327 358 34 362 322 315 386 145 363 424 364 426 371 424 473 441 424 1.130 322 308 256 241 1.950 189 168 138 115 1.466 136 116 1!2 105 791 99 107 88 76 720 69 63 60 44 SCO 46 40 23 25 10.656 18.233 04:45 1,764 0.93 Day: Tuesdav 867 929 1.190 1.3S5 1.577 1.762 1.127 610 469 370 236 134 Traffic Data Service Southwest Vehicle Counts Eastbound VehicleCount-2342 DATASETS: Site: [43701] Foothill Drive Btwn Stoneridge & Mira Monte Drive Direction: 8 - East bound A>B, West bound B>A., Lane: 0 Survey Duration: 17:14 Wed 01 Dec 2004 to 15:42 Mon 06 Dec 2004 File: Z:\mcdata\RBF\2004\437\4370106DEC2004.ECO (Plus) Identifier: M427JV36 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default PROFILE: Filter time: 18:00 Wed 01 Dec 2004 to 15:00 Fri 03 Dec 2004 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9,10,11,12,13 Speed range: 0-100mph. Direction: East (bound) Headway: All Scheme: Scheme F99 Name: Factory default profile Method: Vehicle classification Units: Non-Metric (ft, mi, f/s, mph, Ib, ton) In profile: 297 Vehicles * Wed 01 Dec 2004 - Total=47(incomplete), 15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - - - 13 15 8 11 0 0 2723001 4531000 4215001 3122000 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 0 2 0 0 0 3 0 01 2 3 e 2 0 0 2 0 1 1 3 6 2 0 4 0 13 5 4 2 2 9 I 1 5 2 8 2 3 2 1 20 3 4 9 4 9 1 3 1 1 11 2 5 2 2 IS 5 1 4 5 19 6 5 5 3 25 5 S 10 4 17 3 3 2 9 IDei 2 1 2 0 1 01 3 2 1 0 0 1 1 0 0 0 * Thu 02 Dec 2004 • Total=185,15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 0 0 0 AM PkHr 09:30 to 10:30 (n=13), AM PHF=0.65 PM PkHr 18:00 to 19:00 (n=25), PM PHFcQ.63 * Fri 03 Dec 2004 - Tota!=65(incomplete), 15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0900 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 00010133476899 14 --------- 000001023220135 - - - 000000001321411---------- 000100200224225------- .-. 000000110003233---------- AM PkHr 11:30 to 12:30 (n=12), AM PHF=O.T5 137 Traffic Data Service Southwest Vehicle Counts Northbound VehicleCount-2342 DATASETS: Site: [43702] Tamarack Avenue South of Knollwood Drive Direction: 7 - North bound A>B, South bound B>A., Lane: 0 Survey Duration: 16:42 Wed 01 Dec 2004 to 15:40 Mon 06 Dec 2004 File: Z:\mcdata\RBF\2004\437\4370206DEC2004.ECO (Plus) Identifier: M2757AON MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default PROFILE: Filter time: 17:00 Wed 01 Dec 2004 to 15:00 Frl 03 Dec 2004 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10,11, 12,13 Speed range: 0-100 mph. Direction: North (bound) Headway: All Scheme: Scheme F99 Name: Factory default profile Method: Vehicle classification Units: Non-Metric (ft, mi, f/s, mph, Ib, ton) In profile: 1235 Vehicles * Wed 01 Dec 2004 - Total=108(incomplete), 15 minute drops, 0000 0100 0200 0300 0-100 0500 0500 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1900 1900 2000 2100 2200 2300 - - - 46 17 28 10 6 1 0 95640100 14 6233000 14 4 IS 1 3 0 0 0 92520001 1 0 0 01 11 0 0 0 0 1 0 0 0 0 0 0 0 1 2 0 2 0 0 0 7 0 1 0 1 0 2 0 3 S3 4 13 23 S3 98 71 17 3 7 15 3 3 6 3 17 2 4 5 6 40 10 18 3 3 34 5 12 8 9 92 8 22 47 15 95 18 6 2$ 45 35 14 12 4 5 31 12 7 6 6 44 2 11 20 11 29 9 12 5 3 15 6 4 2 3 fi 3 1 2 0 6 3 1 1 1 2 1 1 0 0 0 0 0 0 0 * Thu 02 Dec 2004 - Total=664,15 minute drops, J>000 0100 0200 0300 0400 0500 0600 0700 OBOO 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2 0 0 0 AM PkHr 07:30 to 08:30 (nBl64), AM PHF=0.58 PM PkHr 13:15 to 14:15 <n»102), PM PHF=0.54 * Fri 03 Dec 2004 - Total=463(incomplete), 15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2 0 1 1 1 0 5 79 96 19 19 51 38 28 129 20000012 70 37 10 79 10 _--._ 00100007 21 64 2} 64 33- - - 0001002 17 4426 11 8 40 ---------- 0000102 S3 166 12 87 46- AM PkHr 07:30 to 08:30 (n=161), AM PHF=0.57 Traffic Data Service Southwest Vehicle Counts Westbound VehicleCount-2342 DATASETS: Site: [43701] Foothill Drive Btwn Stoneridge & Mira Monte Drive Direction: 8 - East bound A>B, West bound B>A., Lane: 0 Survey Duration: 17:14 Wed 01 Dec 2004 to 15:42 Mon 06 Dec 2004 File: Z:\mcdata\RBF\2004\437\4370106DEC2004.ECO (Plus) Identifier: M427JV36 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default PROFILE: Filter time: 18:00 Wed 01 Dec 2004 to 15:00 Fri 03 Dec 2004 Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9,10,11,12,13 Speed range: 0-100 mph. Direction: West (bound) Headway: All Scheme: Scheme F99 Name: Factory default profile Method: Vehicle classification Units: Non-Metric (ft, mi, f/s, mph, Ib, ton) In profile: 341 Vehicles * Wed 01 Dec 2004 - Total=20(Incomplete), 15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 - - ... - 76250 0 1210000 2204000 2211000 2000000 * Thu 02 Dec 2004 - Total=199,15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 10DO 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 0 0 0 AM PkHr 07:00 to 08:00 (n»25), AM PHF=0.69 PM PkHr 14:30 (0 15:30 (n=18), PM PHF=0.75 * Fri 03 Dec 2004 - Total=122(incomplete), 15 minute drops, 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 11 0 2 011 0 15 4 5 2 4 25 7 4 S 9 14 6 4 3 1 13 4 3 3 3 8 2 1 3 2 8 3 2 3 0 12 4 4 3 1 12 3 7 2 0 13 3 2 6 2 15 6 4 1 4 IS 5 3 4 3 10 2 2 3 3 16 1 7 5 3 6 1 2 2 1 10 4 3 2 1 1 0 1 0 0 1 D 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 2 0 011 1 0 0 01 6 I 2 2 1 IS 3 2 3 8 19 5 3 3 B 13 S 3 3 2 7 1 5 1 0 7 4 1 1 1 13 2 2 4 5 11 S 2 0 4 9 4 1 4 0 18 5 61 ------ 6 ----- - . - AM PkHr 06:30 to 07:30 {n°19}, AM PHF=0.59 TAMARACK AVENUE LINK COUNT HISTORY HARWICH DRIVE TO ROCK RIDGE ROAD Page 11 of 12 .--Start - Date 4/18/00 9/24/03 3/24/04 3/25/04 - Start-, Day TU W W TH -• --~, ^ - - 24-Hour ADT - " — NB " 184 327 276 247 SB' 220 221 216 195 EB — — — ... WB - ... — ... — Total 404 548 492 442 Remarks CAY DRIVE TO COLLEGE BOULEVARD - Start" - -Date - 4/20/00 9/24/03 3/24/04 3/25/04 9/14/04 Start Day TH W W TH TU 24-Hour ADT „ NB — ... — — ... SB ... ~ ... ... — EB " 425 452 546 500 1.310 WB 474 544 598 530 1,408 . Total 899 996 1.144 1.030 2,718 * Remarks COLLEGE BOULEVARD TO STRATA DRIVE (W) VW*-- Date 3/30/04 9/14/04 - ~~ £Start * Day TU TU „, -_ - •. **" 24-Hour ADt -" *• "* °~ * •r "V -"NB — — •x ^, ~SB , '" ... ._ EB 1,071 1,058 WB 1,180 1,497 j. -^-"> , Total 2,251 2,555 Remarks ELEMENTARY/MIDDLE SCHOOL EXIT TO KNOLLWOOD DRIVE -. Start , Date 4/21/04 9/14/04 Start- Day '- W TU ,- ,. x - " 24-Hour ADT ;~~ NB^~ "' 315 668 '.-'SB' - 424 239 J :VEB:' ... ... - ' WB ... ... -"- Total ' 739 907 - Remarks - ^ KNOLLWOOD DRIVE TO FOOTHILL AVENUE Start ; 'Date 3/30/04 4/21/04 .Start Day TU W I," s. -_"- ""24-Hour ADT , ' - ^ ";NB* 91 105 " SB- 240 236 - " EB - ... ... WB ... ... Total 331 341 Remarks TAMARACK AVENUE LINK COUNT HISTORY ELEMENTARY/MIDDLE SCHOOL ENTRANCE TO COLLEGE BOULEVARD Page 12 of 12 -<? ^- » 7StarjT "- "Date - - 3/30/04 9/14/04 Start Day TU TU •--, >>*~ --c~ ~° - 24-Hbur'ADTt:J --"^ " ' -c _ -^NB ' ... — ISB — ... "" ElT " 963 1,553 WB 889 1,066 *• r- ~" -i - Total 1,852 2.619 * > Remarks COLLEGE BOULEVARD LINK COUNT HISTORY Page 1 of 6 NORTH CITY LIMIT TO TAMARACK AVENUE (N) ** r* ff * * /*"" ^ **'^Start , > Date- -^ 9/08/04 9/09/04 9/10/04 9/11/04 9/12/04 * =i 4 - Start" ' Day w TH F SAT SUN ~- , , ' ' *" - 24-Hour ADT . . _--^_^, "'NB"> 8,944 9,099 9,411 6,010 5,034 - -* _<£. -' SB- 8,466 8,517 8,622 5,779 4,777 ~EB "-" — - — — — ... - WB' " — — — — — " * Total J * 17,410 17,616 18.033 1 1 ,789 9,811 - Remarks 1OTE: College Boulevard at North City Limit Opened to Traffic on August 9, 2004. TAMARACK AVENUE (N) TO TAMARACK AVENUE (S ~ St?rt Date 4/20/00 9/26/01 3/30/04 9/08/04 9/09/04 9/10/04 9/11/04 9/12/04 Start Day TH W TU W TH F SAT SUN . - 24-Hour ADT NB 411 721 1,007 8,501 8,711 9,040 5,596 4,652 SB " 462 713 1,186 8,221 8,217 8,354 5,717 4,698 EB — — — — — _ — — WB — — — — — — ._ — Total 873 1,434 2,193 16,722 16,928 17,394 11,313 9,350 <.. Remarks TAMARACK AVENUE (S) TO CARLSBAD VILLAGE DRIVE *-> " * """ - Start - Date 4/20/00 1/30/01 9/26/01 5/25/04 6/08/04 8/03/04 9/08/04 9/09/04 9/10/04 9/11/04 9/12/04 Start ' Day, TH TU W TU TU TU W TH F SAT SUN x , 24-Hour ADT - , NB 885 1.179 1,837 2,313 2,281 1,952 8,626 8,811 9,155 5,648 4,592 SB 828 1,184 1,722 2.297 2,218 1,969 8,579 8,540 8,686 5,603 4,503 "- EB — — — _. — — — — — _~ — - WB- — — — — — — — — — — — Total * 1,713 2,363 3,559 4,610 4,499 3,921 17,205 17,351 17,841 11,251 9,095 Remarks " - -"-- Includes large volume of construction traffic ," Traffic Data Service Southwest Weekly Vehicle Counts Southbound WeeklvVehlcle-2139 DATASETS: Site: [32105] Mira Monte Street South of Lake Blvd Direction: 5 - South bound A>B, North bound B>A., Lane: 0 Survey Duration: 12:22 Mon 20 Sep 2004 to 14:20 Tue 28 Sep 2004 File: Z:\mcdata\OCEANSIDE\2004\321\3210528SEP2004.ECO (Plus) identifier: M211NT13 MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default PROFILE: Filter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Included classes: 1, 2, 3,4, 5, 6, 7,8, 9,10,11,12,13 Speed range: 0 -100 mph. Direction: South (bound) Headway: All Scheme: Scheme F99 Name: Factory default profile Method: Vehicle classification Units: Non-Metric (ft, mi, f/s, mph, fb, ton) In profile: 3984 Vehicles Weekly Vehicle Counts Southbound Report Id: Site ID: Location: Filter time: Scheme: Filter: Data 20 Hour period 0000-0100 0100-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 2300-2400 TOTALS 12Hr 7-19 16Hr 6-22 18Hr 6-24 24Er 0-24 AH HR PEAK FM HR PEAK WeeklyVehic!e-2139 32105.0NS MIra Monte Street South of Lake Blvd 00:OOTue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Scheme F99 CL(1 234 MON vans Sep 04 21 Sep 6 0 ' 2 1 1 6 15 33 21 39 33 41< 33 41 36 47 49 49< 45 35 35 31 16 13 * 467 * 583 * 612 * 628 * 1100 * 41 * 1700 * 49 5678 WED 22 Sep 7 4 3 0 3 1 8 23 21 31 37< 34 44 34 39 51< 41 33 47 40 25 21 15 7 435 529 551 569 1000 37 1500 51 91011 12 THU 23 Sop 2 2 0 0 3 3 10 34 33 39< 31 34 39 36 46 38 47 46 39 50< 28 30 12 11 462 580 603 613 0900 . 39 1900 SO 13)DR(S)SP(0,100)HW(all) FRI 24 Sep 4 5 1 1 4 1 11 17 21 40 25 44< 32 31 48 39 54 49sa< 36 40 IB 17 11 • 458 563 591 607 1100 44 1800 58 SAT 25 S*p 4 7 4 2 2 1 7 13 24 25 42< 36 38 41 32 28 37 47< 35 40 32 20 18 7 398 497 522 542 1000 42 1700 47 SUN AVERAGES 26 Sep 5-DAY 5 2 5 1 4. 2. 1. 0. 2 | 2. 1 4 6 14 26 29 31< 44< 38 2. 11. 26. 24. 37. 31. 38. 37. 35. 28 42. 29 37 33 36 35 29 23 8 6 351 442 456 472 1100 31 1200 44 43. 47. 44. 47. 40. 32. 25. 15. 10. 455. 563. 589. 604. 8 8 5 5 8 8 0 8 0 3 5 3< 0 5 3 8 B< 3 3 3 0 0 0 5 5 8 3 3 7 -DAY 4 3 2 0 2 2 9 21 22 33 32 36 38 36 38 38 44 42 43 39 31 23 14 9 428 532 555 571 .7 .3 .5- .8 .5 .2 .2 .0 .3 .3 .8 ,7< .3 .8 .2 .7 .2< .8 .3 .3 ,5 .8 .3 .2 .5 .3 .8 .8 * - No data. Weekly Vehicle Counts Southbound Report Id: WeeklyVehicle-2139 Site ID: 32105.0NS Location: Mira Monte Street South of Lake Blvd Filter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Scheme: Scheme F99 Filter: CL(1 2345678910111213) DR(S) SP(0,100) HW(all) HON TOE NED TfiU FHI SAT SOT AVERAGES Date 27 Sep 04 28 Sep 29 Sep 30 Sep 01 Oct 02 Oct 03 Oct 5-DAY 7 -CAY Hour period 0000-0100 3 0100-0200 1 0200-0300 1 0300-0400 3 0400-0500 3 0500-0600 2 0600-0700 11 0700-0800 16 0800-0900 22 0900-1000 34< 1000-1100 32 1100-1200 27 1200-1300 30 1300-1400 25 1400-1500 39 1500-1600 44 1600-1700 47 1700-1800 47 < 1800-1900 45 1900-2000 44 2000-2100 30 2100-2200 23 2200-2300 14 2300-2400 10 * _ " 3.0 3.0 1.0 1.0 1.0 1.0 3.0 3.0 3.0 3.02.0 2.0 11.0 11.0 16.0 16.0 22.0 22.0 34. 0< 34. 0< 32.0 32.0 27.0 27.0 | 30.0 30.0 25.0 25.0 39.0 39.0 44.0 44.0 47.0 47.0 47. 0< 47. 0< 45.0 45.0 44.0 44.0 30.0 30.0 23.0 23.0 14.0 14.0 10.0 10.0 12Hr 7-19 408 ****** 16HT 6-22 5L6 ****** 18Hr 6-24 540 ****** 24Hr 0-24 553 * * * * . * * AM HR 0900 ****** PEAK 34 ****** PH HR 1700 - * * . * * PEAK 47 * * . * * * * 408.0 408.0 516.0 516.0 540.0 540.0 553.0 553.0 * - No data. Traffic Data Service Southwest Weekly Vehicle Counts Northbound aeklvVehlcle-2139 VTASETS; te: [32105] Mira Monte Street South of Lake Blvd rection: 5 - South bound A>B, North bound B>A., Lane: 0 jrvey Duration: 12:22 Mon 20 Sep 2004 to 14:20 Tue 28 Sep 2004 le: Z:\mcdata\OCEANSIDE\2004\321\3210528SEP2004.ECO (Plus) entifler: M211NT13 MC56-6 [MC55] (c)Microcom 02/03/01 Igorithm: Factory default ROFILE; liter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 icluded classes: 1, 2, 3, 4, 5, 6, 7, 8, 9,10, 11,12,13 peed range: 0 -100 mph. ijrection: North (bound) leadway: All icheme: Scheme F99 lame: Factory default profile Hethod: Vehicle classification jnlts: Non-Metric (ft, mi, f/s, mph, Ib, ton) n profile: 4367 Vehicles Weekly Vehicle Counts Report Id: WeeklyVehicle-2139 Site ID: 32105.0NS .ocation: MIra Monte Street South of Lake Blvd Filter time: 00:00 Tue 21 Scheme: Scheme F99 Sep 2004 to 00 Filter: CL(1 23456789 HON ICE Dat* 20 Sep 04 21 Sep 22 Bour period 0000-0100 0100-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1600 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 5 0 0 3 9 12 36 73< 30 32 40 46 41 39 56< 34 41 51 46 25 20 . 19 9 2300-2400 6 TOTJLLS 12Hr 7-19 * 529 16tte 6-22 * 629 IBHr 6-24 * 644 24HT 0-24 * 673 AH H* * 0700 PEAK * 73 PM HR * 1400 PERK * 56 WED Sep 5 3 2 1 5 7 32 69< 38 40 26 30 28 33 48 46 53 64< 40 29 15 15 7 3 515 606 616 639 0700 69 1700 64 1011 12 THU 23 Sep • 0 2 3 1 6 10 37 69 < 40 42 35 38 33 31 58< 36 44 49 42 24 22 24 7 . 3 517 624 634 656 0700 69 1400 58 :00 Tue 28 Sep 2004 13)DR(N)SP(0, J-RI 24 Sap 25 2 2 4 1 8 10 29 69< 31 29 31 33 32 26 46 46 38 54< 52 38 31 14 22 11 487 599 632 659 0700 69 1700 54 SAT Sep 1 6 2 1 2 4 18 32 46 44 37 49< 42 44 47 28 31 49< 44 34 21 16 15 5 493 582 602 618 1100 • 49 1700 49 100) HW(all) SON AVERAGES 26 Sep 5-DAY 4 0 5 0 3 4 9 14 26 42 3. 1. 2. 1. 7. 9. 33. 70. 34. 35. «<| 33. 33 42 38 33 30 43 < 38 33 26 23 18 36. 33. 32. 52. 40. 44. 54. 45. 29. 22. 18. 6 11. 1 5. 415 512. 491 614. 498 631. 514 656. 1000 43 1600 43 0 8 3 5 0 8 5 0< 8 8 0 8 5 3 0 5 0 5< 0 0 0 0 3 8 0 5 5 3 7 -DAY 2 2 2 1 ' 5 7 26 54 35 38 35 38 36 35 48 36 41 50 42 29 22 17 11 4 492 588 604 626 .8 .2 .7 .2 .5 .8 .8 .3< .2 .2 .3 .2 .3 .2 .0 .7 .7 .8< .8 .3 .0 .7 .0 .8 .7 .5 .3 .5 Northbound * - Ho data. u-i Weekly Vehicle Counts Northbound Report Id: Site ID: Location: Filter time: Scheme: Filter: Date 27 Hour period 0000-0100 0100-0300 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 OBOO-0900 0900-1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 2300-2400 TOTA1S 12Hr 7-19 16Hr 6-22 IBHr 6-24 24Br 0-24 AM HR PEAK PH HR PEAK MON Sep 04 3 4 3 2 5 12 26 WeeklyVehicle-2139 32105.0NS Mlra Monte Street South of Lake Blvd 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Scheme F99 CL(1 234567891011 12 13 ) DR(N) SP(0,100) HW{all) TDK WED TOT FRX SAT SON AVERAGES 28 Sep 29 Sep 30 Sep 01 Oct 02 Oot 03 Oct 5- DAY * *• * * * * * 75< * 31 29 21 31 38 29 46 37 38 * * . * * * * * it it 62< * 39 21 22 19 10 5 476 564 579 608 0700 75 1700 62 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * «****» ****** ****** 3.0 4.0 3.0 2.0 5.0 12.0' 26.0 75. 0< 31.0 29. .0 21.0 31.0 38.0 29.0 46.0 37.0 38.0 62. 0< 39.0 21.0 22.0 19.0 10.0 5.0 476.0 564.0 579.0****** 608.0 ****** * ***** * ***** ****** 7-DAY 3.0 4.0 3.0 2.0 5.0 12.0 26.0 75. 0< 31.0 29.0 21.0 31.0 38.0 29.0 46.0 37.0 38.0 62. 0< 39.0 21.0 22.0 19.0 10.0 5.0 476.0 564.0 579.0 608.0 * - No data. Traffic Data Service Southwest Weekly Event Counts Southbound feeklviyent-2134 ATASETS: Ite: hannelA: lhanneiB: urvey Duration: He: ientifier: Jgorlthm: ROFILE: liter time: Method: Jnlts: n profile: [32106S] College Boulevard North of Lake Boulevard 3 - South bound. - Added to totals. (1) 0 - Unused or unknown. - Excluded from totals. (0) 13:13 Mon 20 Sep 2004 to 14:30 Tue 28 Sep 2004 Z:\mcdata\OCEANSIDE\2004\321\32106S28SEP2004.ECO (Base) A554FJK9 MC56-1 [MC55] (c)Microcom 07/06/99 Event count 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 (with exclusions) Vehicles are excluded at the following times... Thursday: 04:00-12:00, The following entire days are excluded... None Factory default profile Count axles divided by two. Non-Metric (ft, mi, f/s, mph, Ib, ton) 99601 Events Weekly Event Counts eportld: WeeklyEvent-2134 itelD: 32106S.OS ocation: College Boulevard North liter time: 00:00 Tue 21 Sep 2004 to lethod: Count axles MOH TOE divided WED lte 20 Sep 04 21 Sap 32 Sep sur period DOO-0100 * 100-0200 200-0300 ' 300-0400 ' 400-0500 ' 500-0600 ' 600-0700 ' 700-0800 * 800-0900 * 900-1000 * 000-1100 * 100-1200 ' .200-1300 ' .300-1400 ' .400-1500 ' .500-1600 ' .600-1700 ' .700-1800 1 .800-1900 ' .900-2000 ' 1000-2100 i 1100-2200 < 1200-2300 42 39 36 41 115 326 905 * 1255< » 925 779 763 863 958 1007 1063 1043 1076 117 8< 1014 784 609 . 494 234j. 1 noJ300-2400 * 122 fOTAIiS L2Hr 7-19 * I1924 L6HT 6-22 * I*716 18HT 6-24 * 15072 24Hr 0-24 * 15671 KM HR * 070° PEAK * 1255 PH 3R * 170° PBXK. * 1178 66 41 34 32 120 334 880 1405< 949 743 816 900 951 999 1035 1084 1050 1157< 1011 889 606 470 230 112 12100 14945 15287 15914 0700 1405 1700 1157 by two THO 23 Sep 78 48 36 26* * 974 1030 1072 1021 1112 of Lake Boulevard 00:00 Tue FRI 24 Sep 69 46 44 55 113 364 869 12B8< 961 885 791 921 1037 999 1108 1087 1075 1150< 1170< 1040 853 649 501 266 137 1700 1150 1025 862 607 419 325 201 12347 15104 15630 16321 0700 1288 1700 1170 28 Sep 2004 (with exclusions) SAT 25 Sep 115 78 70 49 84 128 227 383 610 731 931 1116< 1046 1153< 1149 1136 1072 957 843 796 574 437 309 219 11127 13161 13689 14213 1100 1116 1300 1153 stm AVERAGES 26 Sep 5-DMT 112 83 55 54 47 88 104 223 437 584 824 869< 1073 1002< 964 912 958 882 792 688 494 302 193 125 9520 63. 43. 37. 38. 116. 341. 884. 1316. 945-. 802. 790. 894. 980. 1008. 1069. 1058. 1078. 1163. 1022. 847. 617. 471. 263. 143. 12123. 11108 J14921. 11426 |15329. 11865 |15968. 1100 869 1300 1002 8 5 5 5 0 3 7 0< 0 3 0 7 0 8 5 8 3 8< 5 0 8 0 8 0 7 7 7 7 7 -DRV 80. 55. 45'. 42. 95. 248. 597. 910. 776. 744. 825. 933. 1006. 1031. 1065. 1047. 1057. 1082. 954. 812. 589. . 437 .. 259. 152. 11403. 13806. 14220. 14796. 3 8 8 8 8 0 0 8 4 4 0. 8< 5 7 2 2 2 3< 2 0 82 : 5 7 6 8 8 8 Southbound * - Ho data. Weekly Event Counts Southbound Report Id: Site ID: Location: Filter time: Method: D*t« 27 Hour p«riod 0000-0100 0100-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1100-1200 1300-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 2300-2400 TOTALS 12HT 7-19 16Hr 6-22 18Br 6-24 24Hr 0-24 AH BR PEAK FH BR PEAK WeeklyEyent-2134 32106S.OS College Boulevard North 00:00 Tue 21 Sep 2004 to Count axles divided by two HON TUB WEJJ TBC S«p 04 28 Sap 29 Sep 30 Sep 57 58 33 39 127 333 838 1348< 965 755 808 839 953 951 1075 1020 1091 1233< 994 729 568 445 248 * * * * ir * * ir * * * * * * * * * * * * * * * * 106 * 12032 * * * 14612 * * * 14966 * * * 15623 * * * 0700 * * * 1348 * * * 1700 * * * 1233 * * of Lake Boulevard 00:00 Tue FRX 01 Oct * * * * * * * * * * * * * * * * * * * * •* * * it * * * •* * * * * 28 Sep 2004 SAT 02 Oct 03 * * * * it * * •* * * * * <* * * * * •ft * * * * * * * * * * * * * * (with exclusions) SOT AVERAGES Oct 5-DAY 7 -DAY * 67.0 67.0 * 58.0 58,0 * 33.0 33.0 * 39.0 39,0* * * * * + * * * * * * * * * it * * * * * 127.0 127.0 333.0 333.0 838.0 838.0 1348. 0< 1348. 0< 965.0 965.0 755.0 755.0 808.0 808.0 839.0 839.0 953.0 953.0 951.0 951.0 1075.0 1075.0 1020.0 1020.0 1091.0 1091.0 1233. 0< 1233. 0< 994.0 994.0 729.0 729.0 568.0 568.0 445.0 445.0 248.0 248.0 106.0 106.0 12032.0 12032.0 * |14612.0 14612.0 * J14966.0 14966.0 * | 15623.0 15623.0 * * * * * - Ho data.. > Traffic Data Service Southwest Weekly Event Counts Northbound WeeklvEvent-2134 DATASETS: Site: [32106N] Coilege Boulevard North of Lake Boulevard ChannelA: 1 - North bound. - Added to totals. (1) Channels: 0 - Unused or unknown. - Excluded from totals. (0) Survey Duration: 13:17 Mon 20 Sep 2004 to 12:09 Tue 28 Sep 2004 File: Z:\mcdata\OCEANSIDE\2004\321 \32106N28SEP2004.ECO (Plus) Identifier: M504J6JA MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Event count PROFILE: Filter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Name: Factory default profile Method: Count axles divided by two. Units: Non-Metric (ft, mi, f/s, mph, Ib, ton) In profile: 106649 Events Weekly Event Counts Northbound Report Id: WeeklyEvent-2134 Site ID: 32106N.ON Location: College Boulevard North of Lake Boulevard Filter time: 00:00 Tue 21 Sep 2004 to 00 Method: Count axles HOH TDK divided WED Date 20 Sep 04 21 Sep 22 Sep Hour period 0000-0100 0100-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 56 34 36 27 78 239 554 956< 927 762 .793 953 1004 973 1215 1266 1407 < 1336 1157 762 531 397 207 2300-2400 150 TOTALS 12ttr 7-19 * 12749 16Br 6-22 * 14993 IBHr 6-24 * 15350 24Hr 0-24 * 15820 AM HR * 0700 PEAK * 956 PM BR * 1600 PEAK * 1407 63 41 46 30 73 250 543 939 95K 782 878 939 996 944 1111 1355 1403 144K 1093 762 546 385 244 138 12832 15068 15450 15953 0800 951 1700 1441 by two. ran 23 Sap 70 37 42 26 64 221 547 928< 927 858 870 899 986 994 1226 1302 1372 1496< 1126 852 604 403 261 138 12984 15390 15789 16249 0700 928 1700 1496 :00 Tue FXI 24 Sep 66 40 48 25 74 202 526 900 887 880 881 982< 1060 1049 1309 1402 1419 1549< 1115 859 611 432 316 214 13433 15861 16391 ' 16846 1100 982 1700 1549 28 Sep 2004 SAT 25 Sep 84 59 45 27 39 106 222 408 718 816 946 1140< 1159 1105 1217< 1086 1108 970 857 732 590 387 324 183 11530 13461 13968 14328 1100 1140 1400 1217 SON AVERAGES 26 Sep 5-DAY 7-DAY 1 99 57 37 36 29 • 61 161 269 445 674 830 383< 1063 1035< 947 884 953 941 762 626 461 331 63 38 43 27 72 228 542 930 923 320 855 943 1011 990 1215 1331 1400 1455 1122 808 573 404 203 257 99 160 I 9686 12999 11265 15328 11567 15745 11886 162171 1100 883 1300 1035 .8 .0 .0 .0 .3 .0 .5 .8 .0 .5 .5 .3 .5 .0 .3 .3 .3 .5 .8 .8 .0 .3 .0 .0 .5 .0 .0 .0 73. 44. 42. 28. 59. 179. 425. 733. 809. 795. 866. < 966. 1044. 1016. 1170. 1215. 1277. < 1288. 1018. 765. 557. 389. 259. 153. 12202. 14339. 14752. 15180. 0 7 3 5 5 8 5 3 2 3 3 0< 7 7 8 8 0 8< 3 5 2 2 2 7 3 7 5 3 * - No data. Weekly Event Counts Northbounc Report Id: Site ID: Location: Filter time: Method: i Sate 27 'Bour period 0000-0100: 0100-0200 : 0200-0300 : 0300-0400: 04 oo-osoo 0500-0600 0600-0700 10700-0800 10800-0900 10900-1000 i 1000-1100 i 1100-1200 11200-1300 11300-1400 11400-1500 i 1500-1600 ! 1600-1700 11700-1800 {1800-1900 11900-2000 12000-2100 I 2100-2200 12200-2300 ! 2300-2400 1 TOTALS il2Hr 7-19 i 16Hr 6-22 1 IBBr 6-24 i 24Bx> 0-24 ! AM HR j PEAK 1 FN HR i PEAK WeeklyEvent-2134 . 32106N.ON College Boulevard North of Lake Boulevard 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Count axles divided by two. MOM TOE WED TOT PHI SAT SUN AVERAGES Sap 04 28 Sep 29 Sep 30 Sep 01 Oct 02 Oet 03 Oct 5-DAY 7 -DAY 56 35 40 25 77 226 539 844 898< 752 850 892 933 981 1157 1379 1404 1492< 1082 724 488 342 233 * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * 56. 35. 40. 25. 77. 226. 539. 844. * 898. 752. * 850. * 892. . * 933. * '981. * 1157. * 1379. * 1404, 1492. * 1082. * 724.* * * * 117 * * * * 12664 ****** 14757 ****** 15107 ****** 488. 342. 233. 117. 12664. 14757. 15107. 15566 ****** (15566. 10800 ****** 898 * * * * * * | 1700 * ***** 1492 ****** 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 56.0 35.0 40.0 25.0 77.0 226.0 539.0 844.0 898. 0< 752.0 850.0 892.0 933.0 981.0 ' 1157.0 1379 ;0 1404.0 1492. 0< 1082.0 724.0 488.0 342.0 233.0 117.0 12664.0 14757.0 15107.0 15566.0 * - No data. •• Traffic Data Service Southwest Weekly Vehicle Counts Westbound teeklvVehlcle-2139 lATASETS; ,ite: [32103] Lake Blvd East of Thunder Drive tlrectlon: 8 -. East bound A>B, West bound B>A., Lane; 0 ;urvey Duration: 12:29 Mon 20 Sep 2004 to 14:23 Tue 28 Sep 2004 rile: Z:\mcdata\OCEANSIDE\2004\321\3210328SEP2004.ECO (Plus) fentifier: M79303MC MC56-6[MC55] (c)Microcom 02/03/01 Ugorithm: Factory default >ROFILEi niter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 ncluded classes: 1, 2,3,4,5, 6,7, 8, 9,10,11,12,13 Speed range: 0-100 mph. Direction: West (bound) Headway: All Scheme: Scheme F99 Nlame: Factory default profile Method: Vehicle classification jnits: Non-Metric (ft, mi, f/s, mph, Ib, ton) In profile: 46991 Vehicles Weekly Vehicle Counts Report Id: WeeklyVehicle-2139 ;51telD: 32103.0WE Location: Lake Blvd East of Thunder Drive [Filter time: 00:00 Tue 21 Scheme: Scheme F99 Sep2004toOO iFilter: CL(123456789 1 HON TD3 Date 20 Sap 04 21 Sap 22 ;Bour period •0000-0100 (0100-0200 •10200-0300 IQ300-0400 [0400-0500 (0500-0600 •0600-0700 ! 0700-0800 '0800-0900 10900-1000 j 1000-1100 ! 1100-1200 i 1200-1300 11300-1400 i 1400-1500 i 1500-1600 1 1600-1700 I 1700-1800 I 1800-1900 i 1900-2000 ! 2000-2100 i 2100-2200 ! 2200-2300 21 11 tj 18 49 202 • 435 826< 569 469 449 433 469 395 452 47S< 434 375 393 245 174 111 55 1 2300-2400 39 1 TOTM.S i 12Hr 7-19 * 5739 1 16HT 6-22 * 6704 i IBHr 6-24 * 6798 { 24Hr 0-24 * 7104 j AM HH. * 0700 i PEAK * 826 I PM HR * ' 1500 i PEAK * 475 WED Sap 22 13 10 13 52 191 456 791< 587 469 426 419 428 373 468 468 47 8< 413 407 259 184 124 57 39 5727 6750 6846 7147 0700 791 1600 478 1011 12 THtJ 23 Sop 17 13 9 11 47 192 435 768< 563 498 422 401 394 419 480< 451 452 405 370 279 225 105 66 35 . 5623 6667 6768 7057 0700 768 1400 480 :00 Tue 28 Sep 2004 13 ) DR(W) SP{0,100) HW(all) PHI 24 Sep 21 11 15 13 59 173 412 786< 544 495 472 438 423 459 463 313< 459 415 404 323 229 152 116 70 5871 6987 7173 7465 0700 786 1500 513 SAT 25 Sep 23 25 17 24 20 63 128 257 433 476 502 509 < 488< 476 467 363 406 388 357 255 221 150 101 58 5122 5876 6035 6207 1100 509 1200 488 SUN AVERAGES 26 Sap 5-DAY 40 25 14 20 17 42 82 161 247 413 519< 450 565< 405 357 337 352 349 283 219 143 113 78 30 4438 4995 5103 5261 1000 519 1200 565 20 12 9 13 51 189 434 792 565 482 442 422 428 411 .3 .0 .8 .8 .3 .5 .5 .8< .8 .8 .3 .8 .5 .5 465.8 476 455 402 393 276 203 123 73 45 5740 6777 6896 7193 .8< .8 .0 .5 .5 .0 .0 .5 .8 .0 .0 .3 .3 7 -DAY 24. 16. 11. 16. 40. 143. 324. 598. 490. 470. 465. 441. 461. 421. 447, 434. 430. 390. 369. 263. 196. 125. .78. 45. 5420. 6329. 6453. 6706. 0 3 7 5 7 8 7 2< 5 0 0 7 2< 2 8 5 2 8 0 3 0 8 8 2 0 8 8 8 Westbound * - No data. Weekly Vehicle Counts Westbound teport Id: lite ID: .ocation: niter time: Scheme::i1ter: WeeklyVehicle-2139 32103.0WE Lake Blvd East of Thunder Drive 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Scheme F99 CL(1 2345678910111213) DR(W) SP(0,100) HW(all) MOM TUE WED THO YKL SAT SOS AVERAGES late 27 lour period 1000-0100 1100-0200 1200-0300 1300-0400 J400-D500 >5QO-0600 )600-0700 J700-0800 )800-0900 1900-1000 LOOO-1100 L100-1200 L200-1300 L300-1400 L400-1500 LSOO-1600 1600-1700 1700-1800 1800-19001900-2000 2000-2100 3100-2200 2200-2300 2300-2400 TOTAXiS 12HT 7-19 16Hr 6-22 18Hr 6-24 24HI 0-24 AH HR PEAK FK HR PEAK Sep 04 28 Bep 29 Sep 30 Sep 01 Oct 02 Oct 03 Oct 5-DATT * * *24 * 19 * 15 * 13 * 51 * 173 * 417 * 724< * 573 ' 440 J 421 ' 388 ' 405 ' 413 ' 469 1 485< 399 364 355 243 153 113 68 * * * •ft A * * 4 4 4 : i i i r 1 k * * b * t * k •* k tr fr * *• * * * 24.0 19.0 15.0 13.0 51.0 173.0 417.0 724. 0< 573.0 440.0 421.0 | 388.0 | 405.0 25 _.,, ******«« ******llll I *****in * * * 413.0 469.0 485. 0< 399.0 364.0 355.0 243.0 153.0 113 . 0 58.0 25.0 5436.0 6362.0 6455.0 6750.06750 * :::::'*724 * * »°o *;::::485 * * 7 -DAY 24.0 19.0 15.0 13.0 51.0 173.0 417.0 724. 0< 573.0 440.0 421.0 388.0 405.0 413.0 469.0 485. 0< 399.0 364.0 355.0 243.0 153.0 113.0 68.0 25.0 5436.0 6362.0 6455.0 6750.0 data. r Traffic Data Service Southwest Weekly Vehicle Counts Eastbound WeeklvVehicle-2139 DATASETS: Site: [32103] Lake Blvd East of Thunder Drive Direction: 8 - East bound A>B, West bound B>A., Lane: 0 Survey Duration: 12:29 Mon 20 Sep 2004 to 14:23 Tue 28 Sep 2004 File: Z:\mcdata\OCEANSIDE\2004\321\3210328SEP2004.ECO (Plus) identifier: M79303MC MC56-6 [MC55] (c)Microcom 02/03/01 Algorithm: Factory default PROFILE: Fiiter time: 00:00 Tue 21 Sep 2004 to 00:00 Tue 28 Sep 2004 Included classes: 1, 2, 3,4,5,6, 7, 8, 9,10,11,12,13 Speed range: 0-100 mph. Direction: East (bound) Headway: All Scheme: Scheme F99 Name: Factory default profile Method: Vehicle classification Units: Non-Metric (ft, mi, f/s, mph, Ib, ton) in profile: 49805 Vehicles Weekly Vehicle Counts leportld: WeeklyVehicle-2139 UtelD: 32103.0WE .ocatlon: Lake Blvd East of Thunder Drive:ilter time: 00:00 Tue 21 Scheme: Scheme F99 Sep 2004 to 00 :ilter: CL(123456789 was TOE late 20 Sep 04 21 Sep 22 lour period )000-0100noo-0200 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0600-0900 0900>1000 1000-1100 1100-1200 1200-1300 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 1800-1900 1900-2000 2000-2100 2100-2200 2200-2300 33 12 14 8 20 83 195 338 288 302 336 416< 430 484 612 628 722 . 756< 611 438 322 286 142 2300-2400 78 TOTM.S 12Hr 7-19 * 5923 16Hr 6-22 • 7164 18Hr 6-24 * 7384 24Kr 0-24 *' 7554 AM as. * 1100 PSAK. * 416 PH HR. * 1700 PEAK * 756 WED Sep 45 23 14 7 22 77 176 353 295. 268 321 382< 465 481 560 668 699 725< 625 516 330 295 152 73 5842 7159 7334 7572 1100 382 1700 725 1011 12 IHTJ 23 Sep 47 19 17 4 23 75 177 376 318 254 339 405< 449 485 531 624 721 752< 582 485 356 280 167 88 5886 7184 7439 7624 ' 1100 405 1700 752 :OOTue 28 Sep 2004 13)DR(E)SP(0,100)HW(all) rax 24 Sep 50 23 23 6 22 75 178 321 299 268 321 420< 466 478 S3 3 673 689 748< 593 456 319 293 189 122 5909 7155 7466 7665 1100 420 1700 748 SAX 25 Sep 73 51 40 23 13 31 57 93 239 260 384 446< 485 503 522 522< S18 513 462 394 288 242 183 141 4947 5928 6252 6483 1100 446 1500- 522 SOS AVERAGES 26 Sep 5 -DAY 69 44 30 31 14 16 36 74 237 232 420< 357 471 467 428 433 474 47 5< 409 321 261 172 119 73 4477 5267 5459 5663 1000 420 1700 475 43 19 17 6 21 77 181 347 300 273 329 405 452 482 596 648 707 .8 ,3 .0 .3 .8 .5 .5 .0 .0 .0 .3 .8< .5 .0 .5 .3 .8 745. 3< 602 473 331 288 162 90 5890 7165 7418 7603 .8 .8 .8 .5 .5 .3 .0 .5 .3 .8 7 -DAY 52 28 23 13 19 59 136 259 279 264 353 404 461 483 556 591 637 661 547 435 312 261 158 95 5497 6642 6897 7093 .8 .7 .0 ' .2 .0 .5 .5 .2 .3 .0 .5 .3< .0 .0 .0 .3 .2 .5< .0 .0 .7 ,3 .7 .8 ,3 .8 .3 .5 Eastbound * - No data. Weekly Vehicle Counts jReport Id: Site ID: i Location: Filter time: Scheme: Filter: i Date 27 iBour periodi 0000-0100 I 0100-0200 1 0200-0300 0300-0400 0400-0500 0500-0600 0600-0700 0700-0800 0800-0900 0900-1000 1000-1100 1 1100-1200 1200-1300 ! 1300-1400 1400-1500 1500-1600 1600-1700 1700-1800 ! 1800-1900 1900-2000 1 2000-2100 2100-2200 2200-2300 2300-2400 \ TOTALS 12HT 7-19 16Br 6-22 18HT 6-24 1 24HT 0-24 AH HR PEAK 1 PH HR PEAK WeeklyVehicle-2139 32103.0WE Lake Blvd East of Thunder Drive 00:00 Tue 21 Scheme F99 Sep 2004 to 00:00 Tue 28 Sep 2004 CL(1 2345678910 MON Sep 04 45 29 14 11 23 74 153 328 327 281 314 TUB 28 Sap 29 * * * * * it * * •* * * 386< * 406 411 549 630 736 * * ^ * * WED Sep 30 * * * * * * 4 *> * * * * * * * - * '* 747< * * 607 391 317 260 130 75 5722 6843 7048 7244 1100 336 1700 747 * * * * * * * * * * * *• * * * * it it * * * * * *• it * * * 111213) DR(E) SP(0, 1 00) HW(ali) THO FRX SAT SDH AVERAGES Sep 01 Oat 02 Oot 03 Oct 5-DAY 1 * * * * * * * 4r * * * * * * * * * * * * * •ft + * * * _* * * * * * * * * * * * * * * it it * * * * • * . * * * * * * * * * * * * * * * * * * * * * * * * * * * * * « * * * * * * 45.0 29.0 14.0 11.0 23.0 74.0 153.0 328.0 327.0 281. 0 314.0 386. 0< 406.0 411.0 549.0 630.0 736.0 747. 0< 607.0 391.0 317.0 260.0 130.0 75.0 5722.0 6843.0 7048.0 7244.0 7-DATf 45.0 29.0 14.0 11.0 23.0 74.0 153.0 328.0 327.0 281.0 314.0 386. 0< 406.0 411.0 549.0 630.0 736.0 747 . 0< 607.0 391.0 317.0 260.0 '130.0 75.0 5722.0 6843.0 7048.0 7244.0 Eastbounc * - Mo data. FEB-02-2005 16:26 760 431 5769 P.02X07 •mi an spasms Vainmt Count Ream Study Type looBfienCooe Direction oats Real Time Start Dsta Start Tune Sample Time Operator Number Machine Number C«»tefl« Boutavart-flTS1 n/o Tamarack Av*nua (N) Cvtoad Volume (cM) 19 South 01/28/2005 1227 01/26/2005 13:00 Oft IS 77 10162 Wednesday. January 26,2005 01/26/2006 HR Beein 00 01 02 03 04 OSo« 07 oa 09 10 11 12 13 14 15 16 17ie 19 20 21 » 23 HR Total 00-JS 18-30 30-45 45-00 531 623 549 589 629 545 382 280 203 102 67 4530 143 159 163 140 167 135 105 73 50 36 17 ToUl 114 164 129 159 156 1S7 61 65 64, 27 16 132 148 163 153 131 111 83 73 6$ 21 21 I!i n 142 1S2 134 137 173 137 83 79 34 16 13 HR Begin 00 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 01/27/2005 HR Total 00-1$ 19-30 30-45 45-00 44 21 12 37 160 386 1120 1723 965 609 430 483 560 628 616 602 629 631 540 397 298 244 132 61 11320 9 5 5 3 19 42 146 361 280 175 112 108 143 171 153 150 1S6 ti7 142 104 90 70 45 19 10 3 3 10 36 62 238 461 270 156 102 105 128 170 146 146 f 139 169 142 97 84 58 33 18 14 9 1 12 46 143 369 443 228 134 107 113 120 145 147 146 170 177 134 78 60 59 25 10 11 4 3 12 59 149 366 418 216 142 109 136 169 142 172 156 164 128 122 68 r~ 64 58 29 13 TOW HR Begin M 01 02 03 04 OS 06 07 OS 09 10 11 12 13 14 15 18 17 18 19. 20 21 22 23 01/24/2005 HR TOW 00-15 15-30 30-45 45-00 44 39 21 40 166 363 1060 1443 aw 443 4526 14 12 « 5 IS 42_ iea 328 248iea Total 14 6 3 4 J8 7T 204 392 220 148 a 14 7 14 59 147 321 412 182 128 S $ 3 17 56 135 363 313 226 AM PMk Hour Start AM Peak Hour Total AM Peak Hour Factor PM Peak Hour Start PM Peak Hour Total PMPttk Hour Factor 17:00 629 90.90% AM P«ak Hour Start AM Peak Hour Total PM Peak How Start PM Peak Hour Total PMPfteK Hour Factor 07:00 1723 89.19 667 94.21 % AM PMkHev Start AM P«ak Hour ToW AM Pnlc Hour Factor PMPMk Hour Start PMPMk Hour Total PM Peak Hour Factor 06:45 1493 90.59 H FEB-02-2005 16:26 760 431 5769 P.03/07 Hltreii Svsiems iffliuma Count Benort StoNxr JuriadW ShwJyTy Location Direction Date RsalTim Start Pal Start Tim 6ampl« ' Operator M»chlno Wadnw HR Beflin 00 01 02 03 04 05 06 or 08 06 10 11 12 13 14 15 16 17 ie 19 20 21 22 23 n collage eoutevar^ZOtrntoTarrwreskAwnuetN tm CwWwd pa Veluma<ehl) Cod* 16 Nonh 01/26/2005 0 1200 9 01/26/2005 W 13:00 rime 00:15 Number 77 Numfe* 125*49 fey, January 28. ZOOS 01/26/2005 HR Total 00-15 19-30 30-45 45-00 r sis 869 1052 1304 1272 •12 409 287 224 118 94*1 120 130 210 338 339 24B 130 60 66 35 34 r~i33 168 227 313 378 343 ioe 112 67 31 27 132 290 278 30ft 301m 91 72 47 27 17 130' 281 337 361 254 141 82 53 44 23 18 HR Bagln 00 01 02 03 04 06 OB 07 08 08 10 11 12 13 14 15 18 17 18 19 20 21 22 23 HR Tot*) f 57 27 49 21 52 u 11S h 286 881 672 429 420 525 62$ 637 set 1240 1338 1476 821 389 302 218 120 98 01/27/2005 HR 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 01/28/2005 HR Total 00-15 15-30 MM5 45-00 53 44 51 18 43 101 265 511 481 340 1*07 16 16 19 2 to 13 48 92 121 111 17 16 15 7 T 20 5? 132 119 106 14 6 11 4 15 23 63 139 110 121 6 5 6 5 13 45ae 148 134 Tow AM Peak Hour Stan AM Pwk Hour Total AM P*ak Hour Factor PM Paak Hour Start PM PeoX Hour Total PM PMK Hour Factor 16:30 1376 91.01 AM Peak Hour Start AM Psek Hour Total AM Peek Hour Factor PM Peak Hour Start PMPaak Hour Factor 07:45 72S 77.45% 16:45 1520 85.S9 % AM Peak Hour SIM AM PMk Hour Total AM Peak Hour Factor PM P«ax Hour Start PM Peak Hour Tot* PMPaak Hour Factor 07:16 540 91.22% FEB-02-20B5 16:26 760 431 5769 P.04/07 Systems tfiiuma Count Report Site Nam* C«teg» Bou!av»rt-4W (to CBrtsBad VStoga Qwo Jurisdiction Carlsbad Study Type Vohin»<eM) Location Code ' 20 Direction South Date 01/28/2005 RaoJTim* 12:44 S»rt Date 01/26/2005 SfcrtTm 13:00 SwnpteTlme 00:15 Operator Number 77 MacMna Numter 38260 W«dn«w)8y. January 29, 2005 01/28/2005 HR Begin 00 01 02 03 04 OS 06 07 OS OS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 HR Total 00-15 15-30 30-45 4540 " 379 359 381 321 312 219 160 145 91 51 37 106 79 90 74 67 56 56 30! 27 17 12 73 66 89 93 91 45 29 42 20 14 10 92 94 102 <8 64 55 33 37 30 11 11 , 108 96 BO 68 70 63 42 36 14 6 4 HR Begin 00 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 15 17 18 19 20 21 22 23 HR Total 20 10 9 39 1S7 418r 1108 14S2 935 510 341 326 351 395 390 381 351 296 241 148 144 (20 86 33 01/27/7005 B«ain 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 18 17 18 19 20 21 22 23 01/28/2003 HR Tetai 00-15 15-30 30-46 4S-00 24 21 14 W 163 413 1014 14M M7 523 4484 8 4 4e 22 47 158 348 254r lea 10 S 9 ' 4 27 64 204 379 214 130 _4j 9 2 10 63j145 326 350 1W 118 4 3 i 16 61 157 326 334 205 116 Telal AM Po«k Hour Start AM PMk Hour Total AM P**k How Factor PMPeah Hour San PM Peek Hour Total PMP«X Hour Factor 13:00 379 67.73 AM Peek Hour Sun AM Peak How Total AM Part Hour Factor PMPwkMourSlvt PMPteK Hour Total PM Peak Hour Factor 06:45 1499 92.53% 13:15 413 93.33 <* AM PMk Hour Stan AM PMK Hour Total AM Peak Hour Factor PMP»»k Hour Start PM Peak Hour Total PM Peak Hour Factor 07:00 1*09 92.94 H FEB-02-2005 16:26 760 431 5769 P.05/07 Httrnn System? tfninmB Gaunt Report Site Nam* Cdlafle Boul*vaw-l .200- tlo Cert*ad Wl««e Drive Jwiwfctton Cwtobao- Study Typ0 Vohim«{eM) LocattenCod* 21 CHfsedm North 01/2WC05 12:98 oifiH«oos 13:00 00:15 Oewrtcr Number 77 Machine Number 13B3SS Real Time Start Date Start Tirr* WWfnentsy, January 28.2005 01/26QOCS HR Be^ln 00 01 02 03 04 0$ 06 07 0» 09 10 11 12n 14 15 16 17 18 19 20 21 22 23 HR Tout 409 W7| W4 1148 1198 881 297 203 r 138 97 88 58*24 00-15 110 120 173 288 328 219 9$ 48 63 27 33 Total 15-30 98 137 174 262 358 192 81 ei S7 26 26 30-4S 97 210 239 270 281 159 i 60 45 40 24 12 45-00 100 iao 288 308 233 117 61 49 3fi 20 15 KR Begin 00 01 02 03 04 05 06 07 09 09 10 11 12 13 14 15 16 17 19 19 20 21 22 23 01/278005 HR Total 00-15 15.80 30-4S 4WJO 48 25 47 15 25{ 54 129 320 301 267 288 349 413 402 851 1018 1185 1335 723 290 244 191 117 77 8508 14 10 16 2 3 » 23 89 82 79 70 79 W 91 113 220 281 309 232 M 71 42 30 27 12 « 16 4r 7 8 23 99 87 88 57 BS 133 110 147 234 300 392 225 78 63 61 33 28 10 4 8 2 T t5j 49 78 77 $3 81 95 104 98 182 254 275 366 139 68 51 49 24 7 10 3 7 7a 23 40 107 75 8» 78 80 90 103 211 310 329 279 130 65 59 29 30 16 Totst HR Begin 00 01 02 03 34 OS 06 07 08 09 10 11 12 13 14 15 16 171$ 1920 21 22 23 oiearaoos HR Total 00-15 15-30 30-45 45-00 50 34 45 15 28 39 138 258 282 195 1054 12 16a 4 8 8 24 61 88 67 32 14 22 4 4yi 2« SB 55ei 11 $ B S s&l 26 69 66 70 5 S 6 2 8 19 52 69 73 T0<al AM PMk Hour Start AM P«X Hour Total AM Peek Hour Factor PM Pe»k Hour Sttrt 16:4$ PMPsah Hour Total 1273 PM Peek Hour Factor 69.40 AM Peak Hour Slart AM Peak Hour Total AM P*aK Hour Factor PMPMk Hour Start PM Peak Hour Total PM PiaX Hour Fidor 11:00 349 91.84% 16:48 1385 88.33* AM PMK Hour Start AM Pack Hour Total AM Part Hour Factor PM Peek Hour sum PU Peak Hour Total PMPMk Hour Factor 06:45 298 9178 % 04/24/2006 07:40 FAX 858 812 1597 @1001 April 24, 2006 Dingjiu Bao LeiYu 3682 Strata Dr. Carlsbad, CA 92010 Carlsbad City Council Fax: 760-720-9461 c.Mayor City Council City Manager City Attorney City Clerk Re: Mira Monte Drive Barrier To Whom It May Concern: We are residents of the Calavera Hills. We are very concerned about the latest traffic studies which are far in access of the public safety guidelines. We cannot image of 3290 cars a day coming through this intersection per your own traffic study. Most importantly, we are very concerned about the safety of our children trying to cross such busy streets. We cannot attend meeting on Tuesday, but are extraordinarily concerned about the devastating effect this will have on the area with the amount of cars traveling and the dangers to the residents, particularly our children. •Please do not open this road to traffic. Please replace barrier with low fence so that pedestrians and wheelchairs have access. Please make a right decision to keep the road ^closed ano insure the safety of all residents — particularly our children. Sincerely, Dingjiu B LeiYu 1(ECStEDWIE APR CITYOCITYCL 2 5 2006 F CARLSBAD ERK'S OFFICE n\ yj 04/23/2006 19:37 7307336 KELLY PAGE 01/02 FAX LETTER To: Honorable Mayor and City Council Members Fax Number (760)720-9461 PhoneNurribec (760)434-2830 Rome Steve and Barbara Kelly Pages: 2 Re: Mira Monte/Foothill Ave Road Barriers Date: 24 April 2006 Dear Honorable Mayor and City Council Members, We are residents of Calavera Hills at Sheffield and we are writing to urge you to keep Mira Monte Drive closed between Oceanside and Carlsbad. We were astounded, but not surprised, with the analysis that was recently published by the traffic engineering department. As you know, numbers of cars projected to use Foothill Avenue and the surrounding streets if the barriers are removed will have a significant negative impact on the safety of our residents and school children. The projected increase to 3,290 vehicles per day, from 384 currently using Foothill Ave, is an increase of 856%. It is way beyond the city's guideline for a residential street of no more than 2,000 vehicles per day. These numbers combined with the fact that the report projects 56% of the traffic will be 'cut-through' or non-local traffic, which will be people commuting and most likely driving as fast as possible to either get to work or return home, will create a very dangerous traffic situation in our community. If the barriers are opened I believe that you will see the following occur: A large rise in accidents and even deaths involving children and pedestrians in Calavera Hills (there has already been a hit and run accident in Foothill Ave in late 2005 where the victim was airlifted to a hospital). • An increase in congestion around the school in the morning hours, resulting in increased car accidents and injuries. We believe that less people will allow their children to walk to school, because of the increased danger, which will further exacerbate the problem. • An increase in car accidents and injuries as a result of commuters speeding down Tamarack Avenue hill (the southeast section), which will connect them to Knollwood Drive and Foothill Avenue during the evening commute. Already cars are frequently backed up as far as Carlsbad Village Dr due to congestion 04/23/2006 19:37 7307336 KELLY PAGE 02/02 Fax Letter-Page 2 on the College/Lake Blvd intersection. It is easy to see that, if a cut-through option is available via Foothill/Mira Monte, a large and ever-increasing volume of traffic will use this alternate route. As residents of the Sheffield community, we have already seen a huge increase in traffic with the opening of College Blvd. The traffic backs-up all the way from El Camino Real going north to the 78 freeway in the evenings, and then again going south in the mornings. If there is another option to pass through this area, the residential traffic on Tamarack will be unimaginable. We also fear that easier access will increase the crime- rate in this area. We beg of you to keep the Mira Monte Road barrier in place, and keep our school children, pedestrians, and residents safe and happy. Sincerely, Steve and Barbara Kelly (760) 730-7336 3613 Strata Drive Carlsbad, C A 92010 Hpr 22 06 ll:Q5a Rlisa McMillan (760) 434-9629 p.l April 22, 2006 Carlsbad City Council By Fax Dear Sir or Madam: Re: Mira Monte Road Barrier We are residents of the California Hills area of Carlsbad. We are shocked about the Latest traffic analysis which indicates that if the Mira Monte barrier is removed, more than 3,000 cars will pass through this intersection daily. This road is simply not made for that type of traffic, and given that cars will be using it as a short cut to avoid College Avenue in rush hour traffic, there is a significant danger that children going to and coming from school will be in danger. Unfortunately we cannot attend the Council meeting this coming Tuesday, but have neighbors who share our concern and who will be speaking about the potentially hazardous conditions for neighborhood children and residents generally. Therefore, it is our request that this road not be opened to traffic. Please consider a low- cost alternative — such as a low fence that will allow pedestrian/wheelchair access, and an emergency gate, if the City requires it. Sincerely, Alisa & Michael McMillan 3960 PLATEAU PLACE • CARLSBAD, CA • 92010 Rpr 22 06 QB:48p Grower Realta Inc. 760-690-9076 p.l April 22, 2006 Shawn & Anju Grover 3832 Stoneridge Rd. Carlsbad, CA 92008 Re: Mira Monte Road Barrier Dear Carlsbad City Council Members, We are residents of Calavera Hills - area of Carlsbad. We are extremely concerned about the latest traffic reports regarding the opening of the Mira Monte Barrier which is in far excess of the public-safety guidelines. We cannot imagine 3290 cars a day coming thru this intersection per the traffic study. WE ARE VERY CONCERNED ABOUT OUR CHILDREN. This is a residential area where children play and cross the street. This should not be allowed as a short cut for commuters wishing to get to Lake Street in Oceanside and vice versa to College. The area is heavily congested in the weekdays by school children getting to and from school. If this barrier is allowed to open, I dread to imagine the repercussion of one of our children. This is an extremely important issue that cannot be ignored. Our recommendation is to install a low-cost fence with handicap and pedestrian access. If cost is a factor I would be happy to provide subsidy for the fence. Respectfully, Shawn Grover Anju Grover 760-730-3558 760-730-3558 4/23/2006 6:57 PM FROM: Fax TO: 7209461 PAGE: 001 OF 001 To: The Honorable Mayor of Carlsbad and Carlsbad City Council Members Fax# 760-720-9461 From: Roselle Tomaneng Phone# 760-720-9887 Re: Mira Monte/Foothill Ave. Road Barrier I live in the Calavera Hills community. I am concerned about what will become of the Mira Monte/Foothill Ave. road barrier. I have 5 young children. My older three attend Calavera Hills Elementary and my two younger ones will be there soon. My children walk to and from school daily. I'm concerned about their safety as well as the safety of many others I see walking to school and crossing Tamarack DAILY. If the barrier is open to thru traffic, commuters will utilize it as a shortcut to bypass the traffic on College Blvd. This will cause a safety concern for all those that walk to school. It will cause more congestion at the entrance to the school too. Not only will the traffic increase during school days, but on weekends/holidays children play outside and safety is a concern as well. Please consider other options for the Mira Monte/Foothill Ave. barrier. I like the idea of pedestrians having access, but not cars. APR-23-2006 SUN 02:50 PM ELLEN/NORMAN. CYPERS7) 17604348917 P. 01 Norman & Ellen Cypers April 23, 2006 Carlsbad City Council 1200 Carlsbad Village Drive ATTENTION Mr. Claude A. "Bud" Lewis Dear Sir: We are residents of Calavra Hills Area of the city of Carlsbad. We are very alarmed and shocked about the latest traffic studies which are far in excess of the of the public safety guidelines. We cannot conceive of 3290 cars a day coming through this intersection, per your own traffic study. MOST IMPORTANTLY WE ARE VERY CONCERNED ABOUT THE SAFTEY OF OUR CHILDREN TRYING TO CROSS SUCH BUSY STREETS. There is an elementary and middle school that will be impacted by the increased traffic. We are planning to attend the meeting and have neighbors who share our concern who will be speaking. We are extraordinarily concerned about the devastating effect this will have on the area with the amount of cars traveling and the DANGERS TO THE RESIDENTS particularly on our CHILDREN WHERE THERE NO SAFTEY GUARDS. I have personally witnessed some near misses on our street. PLEASE DO NOT OPEN THE ROAD TO TRAFFIC, PLEASE PROTECT THE SAFTEY OF OUR CHILDREN. Respectively submitted nd Norman Cypers 3883 Stoneridgc Road • Carlsbud, CA 92010* 760-434-7483 • Fax 760-434-8917 • email NQRMf.f,]\fl(g)5bcplobaLnct ripr - JUt>3 p. i ITYOFCARLbBAU All Receive-Agenda Item # ip For the Information of die:cirrceJUNCE, To: Honorable Mayor and City Council Members Fax Number (760)720-9461 HireNumbec (780)434-2830 From (Your Name Here) Pages: 2 Re: Mira Monte/Foothill Ave Road Barriers Date:25 April 2006 Dear Honorable Mayor and City Council Members, I am a resident of Calavera Hills at 3621 Strata Drive and I am writing to urge you to keep Mira Monte Drive dosed between Oceanside and Carlsbad. I am extremely concerned for the safety of my children crossing the streets while walking to and from school, to pocket parks, and riding bikes in the bike lanes around our neighbourhood. I was shocked with the analysis that was recently published by the traffic engineering department. The numbers of cars projected to use Foothill Avenue and the surrounding streets if the barriers are removed will have a significant negative impact on the safety of our residents and school children. The projected increase to 3,290 vehicles per day, from 384 currently using Foothill Ave, is an increase of 856%. It is way beyond the city's guideline for a residential street of no more than 2,000 vehicles per day. These numbers combined with the fact that the report projects 56% of the traffic will be 'cut-through' or non-local traffic, which will be people commuting and most likely driving as fast as possible to either get to work or return home, will create a very dangerous traffic situation in our community. If the barriers are opened I believe that you will see the following occur: • A large rise in accidents and even deaths involving children and pedestrians in Calavera Hills (there has already been a hit and run accident in Foothill Ave in late 2005 where the victim was airlifted to a hospital). • An increase in congestion around the school in the morning hours, resulting in increased car accidents and injuries. I believe that less people will allow their children to walk to school, because of the increased danger, which will further exacerbate the problem. • An increase in car accidents and injuries as a result of commuters speeding down Tamarack Avenue hill (the southeast section), which will connect them to npr eo uo u^:up i_utner urie /t>u-/dU-dUbS p. if Fax Letter - Page 2 Knollwood Drive and Foothill Avenue during the evening commute. Already cars are frequently backed up as far as Carlsbad Village Dr due to congestion on the College/Lake Blvd intersection. It is easy to see that if a cut-through option is available via Foothill/Mira Monte, a large and ever-increasing volume of traffic will use this alternate route. Several times neighbors and I have called Carlsbad police to notify them of verticals consistently running the stop signs and driving well over the speed limits along Tammarack Ave. My property is just four houses away from the intersection of Strata and Tammarack and I am always on guard for the safety of my children as they cross Tammarack to use the park on the other side. I can guess that these violaters are local residences. I can only imagine the life or death risks involved if the traffic increases to the unimaginable numbers stated by the traffic engineering department. In addition, there has been an increase in crime, specifically break-ins on Knollwood Drive. Allowing additional access in and out of our neighhood will only provide a greater opportunity for criminals to invade our properties. As a Calavera resident I am pleading with you to consider the risks to our children and our families. There is no sensible reason to remove those barriers. Sincerely, Tammy Urie 760-434-5840 3621 Strata Drive Stephen Li Wilkinson /\=>\a /£•& laati ew/£.&/\ao ua: xs-pm April 20, 2006 Carlsbad City Council 1 200 Carlsbad Village Drive Carlsbad, CA 92008 Dear Carlsbad City Council, As residents of Calavera Hills in Carlsbad we cannot imagine 3290 extra cars a day coming thru our neighborhood per your traffic study. WE ARE CONCERNED ABOET THE SAFETY OF OUR CHILDREN TRYING TO CROSS THESE STREETS T- ~ ATTEND SCHOOL WITH THIS INCREASED TRAFFIC! The people who would " use this as a short cut are rude enough on College Ave. during the school and work trafl c hours, as we try to get in and out of our neighborhood. We are concerned about the MASSIVE amount of traffic that will come thru our neighborhood should you open the barrier on Mira Monte Drive. You only need to driv j thru our neighborhood between 7:30 - 8:30 and 2:30 - 3:00 to see the already MASSIVE amount of traffic at these times on TAMARACK AVE. It is so frustrating with just the school traffic in the neighborhood! If this barrier is opened i3 the public WE WOULD NEVER BE ABLE TO GET IN OR OUT OF OUl PHien we have an appointment during school drop-off or pick-up, it takes 15 minutes j ;t to go 2 blocks then contend with the traffic on College Ave! We can't even make a lei turn out of our cul-de-sac on Caldera PI. during school drop off and pick up time? We are not able to attend this meeting but are very concerned about the NIGHTMARE effect this will have on our neighborhood. . .the excessive traffic and the danger for or-7 children while they play and attend school at the same time people are in a hurry f :* get to work or get home! You only need to come and see for yourself during school hours what we are saying! This is a community with many small parks and therefore the safety of our children would be in JEOPARDY!!! This would create a nightmare for our neighborhood!!! IF YOU DO NOT LIVE HERE— you shouid not be making the decision to open the barrier — it should be our decision since we would have to live with this increased traffic every day!!! Sincerely, Stephen and Mary Wilkinson 3763 Caldera Place, Carlsbad, CA 92010 (760) 434-5698 April 25, 2006 Dear Sir or Madam- I am writing to express my sincere concern in regards to keeping Miramonte road closed in Carlsbad. Though I am out of town and cannot attend the meeting, on April 25, 2006, I hope you find my determination in expressing the importance of our concerns in this letter. We are residents of Calavara Hills, placing our house within feet of the proposed road opening. We are not only amazed, but truly alarmed about the latest traffic reports analyzing more that 3,000 cars a day coming thru this road. As determined through this traffic study, this far accede^ public safety guidelines. We are very concerned about the safety of our children, our Elderly neighbors around us, as well as all who live in this community. Though we are? not here to speak on our behalf at the meeting, we are supported by our neighbors who share this great and urgent concern, and who will speak in our behalf. If this Miramonte road is opened, it will be disastrous to the community. We are extremely concerned about the effects this will have on the area for the amount of cars traveling through and the dangers to the residents. We can not have cars flying through the neighborhood at the excessive speeds they already drive at along college blvd. There will be no safety guards, arid I have personally seen many accidents just prior to this at the intersection of Maron drive during rush hour traffic, and I do not want this to happen here at Miramonte. These tragedies and harmful effects can be prevented, but they have to prevented now. tt *i Please keep Miramonte closed, with very little coast to install and maintain, a low fence can be implemented so that pedestrians and wheel chairs can have access, as well as providing an emergency gate for emergency vehicles if the city deems it necessary. With a graffiti resistant fence/gate', our streets, children and residents will be kept safe from the potential harm of allowing cars to come through this small area. The thousands of additional cars a day (agaih^look at the latest traffic studies) can be avoided. If this road is opened the devastating effects will be irreversible, and the amount of problems it will cause with the increase of traffic are countless. Please hear our voice and o,ttr desperate concern to keep Miramonte road closed. The future of our community for its protection and safety depends on Miramonte reaming closed to increased traffic. Thank you for your consideration and attention to this matter. Sincerely, Stefani and Chris Von Huben Calavera Hills Resident 3526 Knollwood Drive Carlsbad, CA 92010 100 W\TpnTRfiCno; WJ OO-TT onn^ /n-r /«./\ To: Carlsbad City Council @ 760-720-9461 From: Brenda Beckett 3994 Foothill Ave Carlsbad, CA 92010 760-729-4577 RE: KEEP MIRAMONTE CLOSED Date: 4/25/06 I'm writing to request keeping MIRAMONTE closed for safety reasons. I am a resident of Carlsbad and I live on Foothill Ave. I am very concerned about the latest traffic report and analysis which shows opening this barrier will create safety hazards. Many children on Foothill Ave and children from Ocennside walk to school on Foothill Ave. Thank you for your attention to this fax. Sincerely, Brenda Beckett T TQ«_+,C/-OUT uwccrnr Pnn? Cffiu/\cJl • io From: Clerk Internet Mailbox To: Marilyn Strong Date: 04/25/2006 8:34:00 AM Subject: Fwd: CITY OF CARLSBAD | CONTACT US >» <steved37@cox.net> 04/24/2006 1:55 PM >» A visitor to the City of Carlsbad Web site has completed and posted the "Contact Us" form to department, City Clerk. FOR SECURITY REASONS, DO NOT CHANGE THE SUBJECT LINE. Below, please find the information that was submitted: Comments regarding the April 25 City Council agenda item on the Mira Monte Drive barricade: My wife and I will be unable to attend the City Council meeting but would like to go on record in opposition to the opening of Mira Monte Drive into Carlsbad, based on traffic safety concerns. We would be supportive of either Option 4 or 5. Steven and Cheryl Dreyer 4020 Vista Calaveras Oceanside, CA 92056 steved37@cox.net Mozilla/5.0 (Macintosh; U; PPC Mac OS X; en) AppleWebKit/418 (KHTML, like Gecko) Safari/417.9.2 70.168.50.66 RPR-25-2006 09:10fi FROM: 70:7209461 P:l'l April 24, 2006 Dear Carlsbad City Council Members, My family and I reside in the Calavera Hills area of Carlsbad. We have enjoyed living here since 2001. I am extremely concerned regarding a recent traffic study related to the possible removal of the Miramonte roaH barrier. The thought of a nearly ten-fold increase in traffic through the streets of our neighborhood is alarming. 1 have a difficult time believing that this volume of traffic would be within the limits of public safety guidelines. Being a parent of very young children, 1 cannot conceive of an estimated 3,290 cars per day (as indicated in your recent traffic study) coming through this intersection in effort to save a few minutes of commute time. 1 am very concerned about the safety of children trying to cross such busy streets should the Miramonte road barrier be removed. This is simply a terrible and unnecessary idea. Perhaps a low-cost and easily maintained fence would be a more appropriate (and much safer) option. Pedestrians and wheelchairs could have easy access. Also, if the city deems necessary, an emergency gate could be included in the event police, fire or olher emergency vehicles needed to gain quick access to the area. 1 hope that you will give serious consideration to this or similar options. My family and I will be in attendance at the Carlsbad City Council Meeting on Tuesday, April 25, 2006. Though we may not be given an opportunity to speak, please understand that our presence at this meeting is to give support to other concerned neighbors who have been granted time to address the council. Please help to protect the safety of our children. Do not remove the Miramonte road harrier. Sincerely, Matt Law 3750 Caldera Place Carlsbad. C A 920 10 Mcia\v95 1 23 'a \ aho 760-212-8722 To: Carlsbad City Council Re: Mira Monte Barrier Fax: 760 720 9461 , April 24, 2006 We are residents of Calavera Hills and are concerned about the latest traffic report which is in access of the public safety guidelines. We cannot imagine over 3000 cars a day coming thru this area per your own traffic study. We are very concerned about the safety of our son Bryce, 4 years old, our daughter Brooke 2 years old and the rest of the children in our community. There are many children walking to and from Calavera Hills School during the week and dozens of children play in, on and near the streets. Currently we place "slow - Children playing" signs in our streets tq remind our own residents of the importance of slowing down and that kids are close by. We are very concerned about the dangerous effect this will have on our community. Please keep our streets safe, keep Mira Monte closed to thru traffic. PLEASE, make the right decision for Carlsbad and Calavera Hills! Sincerely, Cheryl and Shane Allen 3879 Stoneridge Road '-ir> -,,, «-/f.,/fcrt From: <hagler@prodigy.net> To: <Council@[205.142.109.13]> Date: Tue, Apr 25, 2006 7:04 AM Subject: CITY OF CARLSBAD | CONTACT US A visitor to the City of Carlsbad Web site has completed and posted the "Contact Us" form to department, City Council. FOR SECURITY REASONS, DO NOT CHANGE THE SUBJECT LINE. Below, please find the information that was submitted: We are writing to encourage the Council to permanently close Mira Monte Road to through traffic. As residents of Foothill Avenue, we have attended all other City meetings concerning this issue. Unfortunately we are unable to attend the April 25 meeting due to a prior commitment out of town. But, we would like to emphasize the importance of the recent study, which shows that opening Mira Monte to through traffic would result in traffic volumes exceeding the City's own safety standards by 50%. Although we were aware when we purchased our home that there was a possibility the road could be opened at a future date, it was always our understanding this would not occur unless it was determined that traffic volume would remain within the safety guidelines for residential areas. At a prior meeting, Mayor Lewis commented that he was not going to vote to open the road unless convinced it would be safe. (Paraphrasing.) The recent study shows that to do so would be anything but. Traffic! of the projected level would be unsafe not only for the many children attending Calavera Hills School, but the public in general. The Council may not be aware that at least one very serious vehicle vs. pedestrian accident has already occurred on Foothill, just 2 houses past the barricade area. Opening the road to through traffic will greatly increase the risk of further such incidents. Thank you for your time and consideration of this issue. James and Karen Hagler 3966 Foothill Ave Carlsbad, CA 92010 hagler@prodigy.net Mozilla/5.0 (Windows; U; Windows NT 5.1; en-US; rv:1.8.0.2) Gecko/20060308 Firefox/1.5.0.2 75.3.207.21 From: <seniorkruegers@yahoo.com> To: <Council@[205.142.109.13]> Date: Tue, Apr 25, 2006 7:04 AM Subject: CITY OF CARLSBAD | CONTACT US A visitor to the City of Carlsbad Web site has completed and posted the "Contact Us" form to department, City Council. ********************************************** FOR SECURITY REASONS, DO NOT CHANGE THE SUBJECT LINE. Below, please find the information that was submitted: Honorable Mayor & City Council Members RE: Mira Monte/Foothill Ave Road Barriers As residents of Nantucket we were extremely alarmed at the results of the analysis recently published by the traffic engineering Dept. One of the many reasons we choose to buy in this area was due to how quiet the neighborhoods are and the low level of traffic. We strongly oppose the removal of these barriers. It will increase traffic and the probablity of more accidents. We should not have to endure cut-through & non-local traffic thru our neighborhoods. Thank you for your consideration of our request and many other people in our neighborhoods. Gil & Marilyn Krueger 3879 Rockfield Ct. Carlsbad, Ca, 92010 seniorkruegers@yahoo.com Mozilla/4.0 (compatible; MSIE 6.0; Windows 98; Win 9x 4.90) 12.65.168.202 Clerk Internet Mailbox - CITY OF CARLSBAD | CONTACT US _ J " - - * Page 1 From: <steved37@cox.net> To: <Clerk@[205.142.109.13]> Date: Tue, Apr 25, 2006 7:04 AM Subject: CITY OF CARLSBAD | CONTACT US A visitor to the City of Carlsbad Web site has completed and posted the "Contact Us" form to department, City Clerk. FOR SECURITY REASONS, DO NOT CHANGE THE SUBJECT LINE. Below, please find the information that was submitted: Comments regarding the April 25 City Council agenda item on the Mira Monte Drive barricade: My wife and I will be unable to attend the City Council meeting but would like to go on record in opposition to the opening of Mira Monte Drive into Carlsbad, based on traffic safety concerns. We would be supportive of either Option 4 or 5. Steven and Cheryl Dreyer 4020 Vista Calaveras Oceanside, CA 92056 steved37@cox.net Mozilla/5.0 (Macintosh; U; PPC Mac OS X; en) AppleWebKit/418 (KHTML, like Gecko) Safari/417.9.2 70.168.50.66 04/24/2005 15:48 7604307160 PAGE 02 April 25, 2006 To Whom It May Concern: I j This letter is regarding the possible opening of Miramonte Road. We are residents of the Calavara Hills area of Carlsbad and are very concerned about the latest traffic studies which are for in access of the public safety guidelines. We cannot conceive of 3,290 cars a day coming through this intersection per your traffic study. Most importantly, we are very concerned about the safety of our children trying to cross busy streets, j We are very concerned about the devastating effect this will have on the arda with the increase of cars and the possible dangers to the residents, particularly the children crossing the streets. j Please do not open this road to traffic. Please protect the safety of our children. You could consider the low cost of installing and maintaining a fence, around 3 teet, so that pedestrians and wheelchairs have access. There could also be an emergent; gate for emergency vehicles if the city deems it necessary. j We plan to attend the meeting on Tuesday, April 25 at 6:00pm. Please do ijiot open this road to traffic. Please protect the safety of our children. j Sincerely, j Joy Alexander Donna Wllkins 04/24/2006 14:25 FAX 7149573541 ay V. Deshmukh )3 Contour Place •lsbad,CA92010 ril 24, 2006 CERADYNE ®001/001 Isbad City Council Isbad, CA V pected Members of the Carlsbad City Council: family and I are residents of Calavera Hills Community in Carlsbad for the past three rs. One of the prime motivations for us to move to Calavera Hills area from the [hboring city was proximity to elementary school. I am alarmed about the latest iic study on the removal of barriers to Mira Monte road. It projects 3290 cars eling through the intersection and essentially through our community. I am ecially concerned about the safety of our children trying to cross and use such busy its. * -•'( n though we teach our children about how to safely walk on roads, I see everyday many near misses occur. I take a vanpool to work and my van gets on 1-5 north at sion Blvd. in Qceanside. So many times I have found students simply cross the y/exit ramp without even pausing to see if any vehicle is approaching the intersection, in the van, kind of laugh off by saying, "what a trusting soul"! Mind you these are tly high school students and one would think they know better. I cannot imagine the ation with elementary school children. peal to you - PLEASE DO NOT OPEN THIS ROAD TO TRAFFIC, PROTECT E SAFETY OF OUR CHILDREN e ase consider other alternatives to this situation. I understand that other communities d to benefit by opening this road, but please let it not happen at my children's fflense. very confident you will act in the best interest of our community and thank you in nee for the same. y V. Deshmukh Apr 24 06 02:13p Lundblad 760 231 9626 p.1 FAX LETTER To: Honorable Mayor and City Council Members Fax Number (760) 720-9461 PhoneNumbec (760)434-2830 Rom; Robert & Melissa Lundblad Pages: 2 Re: Mira Monte/Foothill Ave Road Barriers Date: 24 April 2006 Dear Honorable Mayor and City Council Members, I am a resident of Calavera Hills at 3887 Rockfield Ct. and I am writing to urge you to keep Mira Monte Drive closed between Oceanside and Carlsbad. As I read through the report that was recently completed on the impact removing the barriers would have on our streets, I was very concerned. As I'm sure you read in the final analysis, the numbers of cars projected to use Foothill Avenue and the surrounding streets if the barriers are removed will have a significant negative impact on the safety of our residents and school children. The projected increase to 3,290 vehicles per day, from 384 currently using Foothill Ave, is an increase of 856%. It is way beyond the city's guideline for a residential street of no more than 2,000 vehicles per day. These numbers combined with the fact that the report projects 56% of the traffic will be 'cut-through' or non-local traffic, which will be people commuting and most Likely driving as fast as possible to either get to work or return home, will create a very dangerous traffic situation in our community. If the barriers are opened I believe that you will see the following occur: • A large rise in accidents and even deaths involving children and pedestrians in Calavera Hills (there has already been a hit and run accident in Foothill Ave in late 2005 where the victim was airlifted to a hospital). • An increase in congestion around the school in the morning hours, resulting in increased car accidents and injuries. I believe that less people will allow their children to walk to school, because of the increased danger, which will further exacerbate the problem. • An increase in car accidents and injuries as a result of commuters speeding down Tamarack Avenue hill (the southeast section), which will connect them to Knollwood Drive and Foothill Avenue during the evening commute. Already Apr 24 06 02:13p Lundblad 760 231 9626 p.2 Fax Letter-Page 2 cars are frequently backed up as far as Carlsbad Village Dr due to congestion on the College/Lake Blvd intersection. It is easy to see that, if a cut-through option is available via Foothill/Mira Monte, a large and ever-increasing volume of traffic will use this alternate route. We hope that careful and thoughtful consideration will be given to this issue and that in the end,, we will all agree that it makes absolutely no sense to remove the barriers and open the free flow of traffic in this area. Sincerely, Robert Lundblad (760) 231-9635 3887 Rockfield Ct. Carlsbad, CA 92010 From: "Mira Monte Danger" <mira.monte.danger@hotmail.com> To: <council@ci.carlsbad.ca.us>, <manager@ci.carlsbad.ca.us>, <rpatc@ci.carlsbad.ca.us>, <rball@ci.carlsbad.ca.us>, <lwood@ci.carlsbad.ca.us>, <jstan@ci.carlsbad.ca.us> Date: Mon, Apr 24, 2006 12:35 PM Subject: Mira Monte Danger - Carlsbad's Personal Injury Attorneys Heads up to Carlsbad's personal injury attorneys: Carlsbad council to discuss Mira Monte Road barricade Last modified Sunday, April 23, 2006 8:02 PM PDT By: PHILIP K. IRELAND - Staff Writer CARLSBAD — The south end of Mira Monte Drive is about 150 feet long. A mere 50 yards. Half a football field. But the agenda item for the Carlsbad City Council meeting Tuesday describing the street's history, traffic studies, maps and reports is a half-inch thick — some indication of the big controversy over the little street. Straddling Carlsbad's northern border with Oceanside just east of College Boulevard, Mira Monte Drive is closed by a barricade. On Tuesday, the City Council will open discussion on whether the controversial street should remain closed, as most Carlsbad neighborhood dwellers there hope, or be opened, as Oceanside commuters seeking c way around the congested intersection at College Boulevard and Lake Boulevard hope. The council will convene to discuss the Mira Monte Drive issue a; 6 p.m. April 25 in City Council chambers at 1200 Carlsbad Village Drive. "A lot of commuter traffic goes right by the (Calavera Hills Elementary) school," said Doug Foote, a neighborhood resident who opposes opening the street. "There are lots of kids along the street and in the street. It's a pedestrian- automobile accident waiting to happen." The benefits of opening the streets are minimal, Foote added. "There may be some added convenience for some local neighbors," Foote said. "But I don't think giving a few people some added convenience is worth the risk to public safety." Louise Shaughnessy, a resident of Vista Calaveras in Oceanside, said Friday that the barricade should come down. "I'm absolutely against them," Shaughnessy said. "It was zoned as a street, designed as a street, intended to be a street, built as a street, and it should be a street." Shaughnessy said the barricaded area is "the dead zone" that attracts teenagers who drink beer, party, make noise and create disturbances. A summary of the report prepared by city staff — backed a study by an independent traffic consulting firm —- concluded that removal of the barricades would result in "a significant traffic volume increase on the residential street network ... and this additional volume will exceed engineering design standards." If the barricades are removed, "cut-through" commuter traffic is projected to account for about 56 percent of all traffic. Local residential traffic would account for about 44 percent of all traffic. Council members are asked to review six options proposed by city traffic officials and provide direction to city staff on how to proceed. The options are: - do not remove the barricade (status quo); - remove the barricade and do not install other roadway features; - remove the barricade after traffic calming measures (reduced speed limit signs, speed bumps, etc) are installed; - replace the barricade with a quality, aesthetically acceptable type of barricade, such as a wrought iron fence, masonry wall, etc.; - replace the barricade with a gate accessible only to emergency vehicles when Fire Department staff uses the Opticom system emitter; - or do hot remove the barricade until Oceanside constructs capacity enhancjng roadway improvements on Lake Boulevard. ^The costs range from minimal to remove the barricade to as much as $100,000 for "traffic calming measures" to discourage cut-through traffic. Contact staff writer Philip K. Ireland at (760) 901-4043 or pireland@nctimes.com. To comment, go to nctimes.com. http://www.nctimes.com/articles/2006/04/24/news/coastal/42306183606.txt Don't just search. Find. Check out the new MSN Search! http://search.msn.click-url.com/go/onm00200636ave/direct/01/ CC: <alexandra_mcintosh@yahoo.com>, <ckdpilaw@msn.com>, <dpbeeson@pacbell.net>, <duxburylaw@hotmail.com>, <john.dicaro@dcp-law.com>, <lglbeagle1@aol.com>, <nashlawoffice@yahoo.com>, <roberthodges@hodgesthomas.com>, <rduquete@911 law.com>, <ronlaba@injurylawofsandiego.com>, <mira.monte.danger@hotmail.com> FROM :SOR SOFTUflRE FflX NO. :3108208601 fipr. 24 2006 ll:40flM P2 Mayor and Council members, My name is Tony Gullotta. My family lives on 3744 Cavern Place in Carlsbad. I am writing you to voice my family's objection to the opening of Miramonte Road as we are unable to attend the city council meeting on April 25th. As you know, this road opening is connecting two neighborhoods where children ride bikes, ride skateboards, play catch, and play other games on the streets. In Carlsbad, two parks and an elementary/middle school are located on the streets cars would travel to get to that opening. I believe the original plan for opening that road was to make it more convenient for Oceanside families to attend the Carlsbad schools. However, I have learned that Carlsbad city staff has reported that over 3200 trips per day are expected to travel this route. Only a small minority of these trips would be school related. The majority of the trips would be commuters taking shortcuts through neighborhoods. In fact, I believe this number is an underestimate from my first hand experiences of the back-up of cars transitioning from College Blvd. to Lake Blvd. during the commuter rush. 'llic danger opening this road will bring to the families who live in the neighborhoods along the commuter route that would use Miramonte is obvious, 'llie danger brought about for children traveling to/from parks and schools is also obvious. So, what would be gained by opening the road? Since roads are made fi r car travel, not bike or foot travel, I can only imagine that we are reducing car travelers' commutes by 5 minutes at most. And as discuss previously, only a small number of the commutes would be for school purposes. It would be irresponsible for any city official to believe that sacrificing family safety for 5 minutes of commute time is justified. I would like to outline a simple proposal. First, let me state what my proposal is not. I do not propose any sort of wall separating the two neighborhoods as others may have proposed. I am sensitive to the perception of segregation a wall brings. I don't think it is in Carlsbad's best interest to be involved in the public criticism that might result from erecting such a structure. Instead, I propose hack to back cul-dc-sacs separated by a small green bell. In the green belt would be some trees, a bike path, and a walking path suitable for strollers and wheel chairs. This would make it convenient for families to attend Carlsbad schools without the use of cars. In addition to their aesthetic value, the trees would also act as a deterrent to cars traveling over the green belt instead of a wall. If there is an issue with cooperation and funding from Oceanside, all of this could be constructed just within the Carlsbad city limits. I understand this road has been planned for some time. I believe it is an important trait of any good business person though to have the courage to change plans when flaws are identified in them. Please make the courageous and responsible decision to change these plans and keep our neighborhoods safe. Sincerely, Tony Gullotta (760) 730-9010 Rpr 24 20O6 1 1 : O2RM NGFCU KERRMY MESR BRHNCH 1 HtibbV 1 CARLSBAD CITY COUNCIL April 24, 2006 lama concerned resident of the Calavera Hills area of Carlsbad, and the impact of the latest traffic analysis will most certainly have on our neighborhood should the barrier at Mira Monte be taken down. With an estimate of an additional 3290 cars a day coming through this intersection, to remove the barriers would most certainly pi* the safety of our neighborhood and our children at great risk. Mira Monte and the adjoining streets are NOT major city street^ they are residential streets with an elementary & middle school right ;n the center of the neighborhood. To open Mira Monte to relieve the congestion off of Lake and College is not the answer. Our street were not designed to accommodate the amount of "cut through" traffic that will most certainly occur should the barrier be taken down, The City of Oceanside needs to do some major construct m on those two streets to correct the problem; not use residential streets to relieve the congestion. Please consider a graffiti resistant fence with pedestrian and wheelchair access, and if deemed necessary, an electric gate fo: emergency vehicles. Please keep our neighborhood safe and fre n of unnecessary "cut-through" traffic. Sincerely, Analee P Lilore 3920 Stoneridge Road FAX TO CARLSBAD CITY COUNCIL MEMBERS DATE: APRIL 24, 2006 RE: ROAD BARRIERS ON MIRAMONTE ROAD IN THE CALAVERA HILLS NEIGHBORHOOD BETWEEN OCEANSIDE/CARLSBAD WE ARE HOMEOWNERS IN THE CALAVERA HILLS NEIGHBORHOOD AND LIVE CLOSE TO THE SCHOOLS. THERE IS AN ENORMOUS AMOUNT OF FOOT TRAFFIC EVERY WORK DAY IN THIS VICINITY FROM HOMES TO SCHOOLS AND BACK BY HUNDREDS OF CHILDREN. REMOVING THESE BARRIERS WOULD "CAUSE AN INCREASE IN TRAFFIC THROUGH THIS NEIGHBORHOOD WHICH COULD AFFECT THE SAFETY OF THESE CHILDREN AND OTHER PEDESTRIANS TREMENDOUSLY. - WE ARE VERY CONCERNED ABOUT THIS IN LIGHT OF LEARNING ABOUT THE LATEST TRAFFIC STUDIES WHICH SHOW THAT WE WOULD HAVE* JO EXPECT A TRAFFIC THRONG OF OVER 3000 CARS ON A DAILY BASIS! '*•*"" "\ UNFORTUNATELY, WE ARE UNABLE TO ATTEND THE IMPORTANT MEETING TOMORROW AND, THEREFORE, CANNOT EXPRESS OUR DEEP CONCERIN ABOUT THIS ISSUE IN PERSON, BUT URGE YOU TO CONSIDER THE OBVIOUS DANGERS INVOLVED IF THEsH BARRIERS WERE GOING TO BE REMOVED PLEASE DO NOT OPEN THIS ROAD TO THE FLOOD OF TRAFFIC THAT WOULD SURELY OCCUR, INSTEAD CONSIDER PUTTING IN A PERMANENT TYPE OF FENCE WITH ACCESS FOR PEDESTRIANS TO CROSS FROM ONE SIDE TO THE OTHER PLUS A GATE FOR EMERGENCY VEHICLES, HEYWARD AND HELGA CHRISTMAS r 3899 STONERIDGE ROAD -6 CARLSBAD. CA92010 PHONE (780) 730-0054 hchristma3@AOL.com C Monday, Aphl 24, ION Amnrlet Online HCmutnua C«g«: \ Sent By: DAB ROW RADIO; 949 486 1611; Apr-24-06 9:02AM; Page 1/1 TO: CARLSBAD CITY COUNCIL FROM: TERRY AND EMY BAHR 3569 GORGE PLACE CARLSBAD,CA 92010 CITY COUNCIL MEMBERS, MY HUSBAND AND I ARE RESIDENTS OF THE CALAVERA HILLS AREA OF CARLSBAD. WE ARE ALARMED AND SHOCKED ABOUT THE LATEST TRAFFIC ANALYSTS WHICH FAR EXCEEDS THE PUBLIC GUIDELINES. WE CAN NO T IMAGINE 3,290 CARS A DAY, COMING THRU THIS (RESIDENTIAL CHILD FRIENDLY) INTERSECTION, PER YOUR OWN TRAFFIC STUDY. MOST IMPORTANTLY WE ARE EXTREMELY CONCERNED ABOUT THE SAFETY OF OUR CHILDREN/GRANDCHILDREN, TRYING TO CROSS SUCH BUSY STREETS. WE WILL NOT BE ABLE TO ATTEND THE CITY COUNCIL MEETING, BUT ARE EXTRAORDINARILY CONCERNED ABOUT THE POSSIBLE DEVASTATING F.FFECT THIS WILL HAVE ON THE AREA WITH THB AMOUNT OF CARS TRAVELING THRU THESE STREETS, AT WHO KNOWS WHAT SPEED, AND THE DANGER TO THE RESIDENTS, PARTICULARLY OUR CHILDREN/GRANDCHILDREN WHO WILL NEED TO CROSS THESE STREETS TO GO TO SCHOOL AND LOCAL MINI PARKS. PLEASE, I URGE YOU, FOR THE SAFETY OF OUR CHILDREN, DO NOT OPEN THIS ROAD TO TRAFFIC. PLEASE CONSIDER A FENCE WITH PEDESTRIAN AND WHEELCHAIR ACCESS AND AN EMERGENCY GATE FOR EMERGENCY VEHICLES IF THE CITY DEEMS IT NECESSARY. SINCERELY, TERRY AND EMY BAHR ( 760 729 3698 23 April 2006 The Honourable Mayor of Carlsbad Carlsbad City Council Members 1200 Carlsbad Village Dr. Carlsbad, CA 92008 Re: Mira Monte/Foothill Ave Road Barriers Dear Honorable Mayor and City Council Members, We are residents of Calavera Hills at 3911 Rockfield Court and we are writing to urge you to keep Mira Monte Drive closed between Oceanside and Carlsbad. We were shocked with the analysis that was recently published by the traffic-engineering department. The numbers of cars projected to use Foothill Avenue and the surrounding streets if the barriers are removed will have a significant negative impact on the safety of our residents and school children. The projected increase to 3,290 vehicles per day, from 384 currently using Foothill Ave, is an increase of 856%. It is way beyond the city's guideline for a residential street of no more than 2,000 vehicles per day. These numbers combined with the fact that the report projects 56% of the traffic will be 'cut-through' or non-local traffic, which will be people commuting and most likely driving as fast as possible to either get to work or return home, will create a very dangerous traffic situation in our community. If the barriers are opened we believe that you will see the following occur: • A large rise in accidents and even deaths involving children and pedestrians in Calavera Hills (there has already been a hit and run accident in Foothill Ave in late 2005 where the victim was airlifted to a hospital). • An increase in congestion around the school in the morning hours, resulting in increased car accidents and injuries. We believe that less people will allow their children to walk to school, because of the increased danger, which will further exacerbate the problem. • An increase in car accidents and injuries as a result of commuters speeding down Tamarack Avenue hill (the southeast section), which will connect them to Knollwood Drive and Foothill Avenue during the evening commute. Already cars are frequently backed up as far as Carlsbad Village Dr due to congestion on the College/Lake Blvd intersection. It is easy to see that, if a cut-through option is available via Foothill/Mira Monte, a large and ever-increasing volume of traffic will use this alternate route. Sincerely, Fred & Hee Hemming 760 729 8683 3911 Rockfield Court, Carlsbad, CA 92010-7085 From: <rwcarlsbad@aol.com> To: <Council@[205.142.109.13]> Date: Fri, Apr 21, 2006 5:57 PM Subject: CITY OF CARLSBAD | CONTACT US A visitor to the City of Carlsbad Web site has completed and posted the "Contact Us" form to department, City Council. FOR SECURITY REASONS, DO NOT CHANGE THE SUBJECT LINE. Below, please find the information that was submitted: please retain the miramonte barricades. rwcarlsbad@aol.com Mozilla/4.0 (compatible; MSIE 6.0; AOL 9.0; Windows NT 5.1; SV1; .NET CLR 1.14322) 207.200.116.11 April 25, 2006 Dear Mayor and Council, 1 am a Tri-City resident— my two girls went to Carlsbad schools, I live and work in Qceanside and shop in Vista. For almost 20 years my family has enjoyed walking to the lake for fun and recreation-first thru empty fields and now thru a vibrant new community. When the new homes in Carlsbad were built I'm sure they were approved by staff, Planning Commission and Council with the idea that Mica Monte would be opened. While it is understandable that the homeowners do not want the road opened that was not the understanding or rationale when approval for the subdivision was made, However I too am concerned about the many, many people NOT from either of our two neighborhoods utilizing the roadways as Speedways to 78 or College Blvd. Therefore I agree with one of the staff recommendations to open the road but install many traffic calming devices to slow down commuters. Additionally Traffic Police should be out in full force to ticket those who speed in our neighborhoods. If, after a few months traffic is exceeding a normal neighborhood flow-then 1 would support closing Mira Monte until REGIONAL cooperation on solving OUR Tri-City Traffic problems is accomplished — and then reopen this barrier between our two neighborhoods. I think opening Melrose might remove some traffic off of College. Finally I do not support a gate for emergency vehicles. If the Carlsbad residents want the comfort of Oceanside's Lake Fire Department then they must take the discomfort of north county traffic-it is only fair. Sincerely, < //•>>TomReeser /Q 4059 Alto Street ff - Oceanside.CA. 92056 City Manager City Attorney City Clerk T0 FROM : FAX NO. : Ppr. 25 2006 05:37PM PI April 23, 2006 Carlsbad City Council Dear Public Servants: I live at 3533 Knollwood Drive in Carlsbad with my wife and five young children. I am writing to ask that you not approve the opening up of the road between the Oceanside neighborhood and our Carlsbad neighborhood. We have lived in this neighborhood just over a year and so far we like it very much. There are many children in our neighborhood and they love to ride their bikes and play outside. We have already noticed that currently some drive through our neighborhood in cars going way too fast for the safety of our children. If you were to open up that street, you would increase the danger to our children exponentially. If only 10% of the potential volume you anticipate our streets is actualized, we may be forced to move or not let our kids out to play in front like we do. It would be sad because there are so many kids here. Thank you for respecting the opinions of your Carlsbad residents. I know that as elected officials and public servants our input is important to you. e-spectfully, David anclxWmna Fapdey 3533 Knollwood Drive Carlsbad, CA 92010 Mira Monte Drive Chronology of Mira Monte DriveCT 83-19, Calavera Hills Village T established public streetTract map and plans approved in 1992K-rail barricade installed in 2000College Boulevard barricade removed August 2004City Council requested a traffic study Mira Monte Barricades Community InterestBarricade to remain/ be removedAccess to elementary/ middle schoolEmergency vehicle accessRoadway connectivityCARLSBAD/ OCEANSIDE RESIDENTS Community Meeting~50 Carlsbad/ Oceanside residentsGeneral disagreement about barricade dispositionOCTOBER 20, 2004 Computer ModelingRBF ConsultingSANDAG Series 10 North County SubareaModelModel calibrated to existing volumesDaily and intersection volumes generated Study MethodologyCalibration – with barricadeBarricades removed – model re-ran“Without Barricades” volumes obtainedCompare “without” barricade to “with”barricadeIdentify shifts in traffic patterns Volume Comparison (VPD)College Blvd. Lake Blvd. Tamarack Avenue Foothill Avenue Mira Monte Dr. (Oceanside) Mira Monte Dr. (Carlsbad) 25,81016,1522,6194771,261019,76713,2464,2603,2903,3952,905EXISTINGFORECAST Study Results/Conclusions Study Results/ Conclusions (con’t)20-25% of school traffic re-routed from College Blvd.55% Mira Monte traffic cut-throughLake Boulevard delays decreaseLake/ Mira Monte LOS improves “F” to “E” Study Results/ Conclusions (con’t)Improvements on Lake Boulevard have minimal impact to discourage cut-through trafficMinimal impact to surrounding operating conditions with barricade removalSignificant LOS improvements if Mira Monte/ Lake intersection signalized Options1.Status Quo2.Remove barricade – do not install other features3.Remove barricade after installing traffic calming measures4.Install wrought-iron fence, masonry wall, etc.5.Install emergency access gate with Opticomfeature6.Remove barricade after Oceanside constructs Lake Boulevard improvements Road ClosureCVC Section 21101 (a)(1) allows local authorities to close road by resolution or ordinanceAfter opening a road, findings must be made to support a closure CostsUndeterminedVaries with option selected Mira Monte Barricades Avenida Pimentera & Corte CarolinaFrom the northeast cornerAvenida Pimentera & Corte CarolinaFrom the northeast cornerAvenida Pimentera & Corte CarolinaFrom the southAvenidaAvenidaPimenteraPimentera& Corte Carolina& Corte CarolinaFrom the southFrom the south