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Home My WebLink About3557; Cannon Reach 4; Cannon Reach 4 Traffic Impact Analysis Report; 2005-12-30CANNON REACH 4 TRAFFIC IMPACT ANALYSIS REPORT Prepared for City of Carlsbad 1635 Faraday, Carlsbad, CA 92008 DRAFT Prepared by • •NSULTINB 5050 Avenida Encinas, Suite 260, Carlsbad, CA 92008 CONTACT: ROBERT DAVIS 760.476.9193 rdavis@rbf.com December 30, 2005 JN 55-100185.001 TABLE OF CONTENTS Introduction 1 Analysis IVIetliodology 3 SANDAG Traffic IVIodel Runs 7 Identification of Study Area 8 Existing Conditions 8 2020 Conditions 36 2030 Conditions 114 Supplemental Analysis With and Without Rancho Del Oro Road Conditions xx Travel Time Analysis 214 Calculation of Cumulative Intersection Delay 214 Summary and Findings 217 APPENDICES Appendix A: Plots Appendix B: Existing Count Data Appendix C: Existing HCM Worksheets Appendix D: Existing ICU Worksheets Appendix E: 2020/2030 Post Processing Appendix F: 2020 HCM Worksheets Appendix G: 2020 ICU Worksheets Appendix H: 2030 HCM Worksheets Appendix I: 2030 ICU Worksheets xhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib xhib xhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib Exhib xhib LIST OF EXHIBITS 11: Project Location Map 4 12: 2020 Percent Change 10 t 3: 2030 Percent Change 11 14: 2020 20% Contribution 12 t 5: 2030 20% Contribution 13 16: Project Study Area 14 t 7: Existing Conditions Roadway Network 17 t 8: Existing Intersection Geometry (A - E) 18 t 9: Existing ADT Volumes 23 110: Existing Intersection Volumes (A - E) 24 til: 2020 Conditions Roadway Network 37 1 12: 2020 Intersection Geometry (A - E) 38 1 13: 2020 No Build ADT Volumes 43 it 14: 2020 With Cannon Reach 4 ADT Volumes 44 1 15: 2020 With Cannon Reach 4 Downgrade ADT Volumes 45 1 16: 2020 No Build Intersection Volumes (A - E) 46 1 17: 2020 With Cannon Reach 4 Intersection Volumes (A - E) 51 1 18: 2020 With Cannon Reach 4 Downgrade Intersection Volumes (A - E) 56 119a: 2020 With Cannon Reach 4 Mitigation 4 Lanes (1-5) (HCM) 66 119b: 2020 With Cannon Reach 4 Downgrade 2 Lanes (1-4) (HCM) 71 119c: 2020 Without Cannon Reach 4 Mitigation (1-4) (HCM) 75 t 20a: 2020 With Cannon Reach 4 Mitigation 4 Lanes (1 - 6) (ICU) 83 t 20b: 2020 With Cannon Reach 4 Downgrade Mitigation 2 Lanes (1 - 5) (ICU) 89 120c: 2020 Without Cannon Reach 4 Mitigation (1 - 6) (ICU) 94 t 21: 2030 Conditions Roadway Network 116 t 22: 2030 Intersection Geometry (A-E) 117 t 23: 2030 No Build ADT Volumes 122 124: 2030 With Cannon Reach 4 ADT Volumes 123 125: 2030 With Cannon Reach 4 Downgrade ADT Volumes 124 t 26: 2030 With Cannon Reach Without Mar Vista Interchange ADT Volumes 125 127: 2030 No Build Intersection Volumes (A-E) 126 128: 2030 With Cannon Reach 4 Intersection Volumes (A-E) 131 129: 2030 With Cannon Reach 4 Downgrade Intersection Volumes (A-E) 136 t 30: 2030 With Cannon Reach 4 Without Mar Vista Interchange Volumes (A-E) 141 t 31a: 2030 With Cannon Reach 4 Mitigation 4 Lanes (1-5) HCM 151 tx Exhibit 31b: 2030 With Cannon Reach 4 Downgrade Mitigation 2 Lanes (1-5) HCM 156 hibit 31c: 2030 Without Cannon Reach 4 Mitigation (1-6) HCM 161 Exhibit 31 d: 2030 With Cannon Reach 4 Without Mar Vista Mitigation (1-5) HCM 167 Exhibit 32a: 2030 With Cannon Reach 4 Mitigation 4 Lanes (1-6) ICU 176 Exhibit 32b: 2030 Downgrade - Mitigation 2 Lanes (1-6) ICU 182 Exhibit 32c: 2030 Without Cannon Reach 4 Mitigation (1-8) 188 Exhibit 32d: 2030 With Cannon Reach 4 Without Mar Vista Mitigation (1-6) ICU 196 •I LIST OF TABLES m able 1: LOS & Delay Ranges 3 Table 2: ICU Level of Service Thresholds 5 Table 3: Level of Service Thresholds for Roadway Segments 6 Table 4: Existing Conditions Intersections Operational Analysis 15 Table 5: Existing Conditions Roadway Segment Analysis - ADT 30 Table 6: Existing Conditions Roadway Segment Analysis - Peak Hour 32 Table 7a: Horizon Year 2020 HCM Intersection Operational Analysis 62 Table 7b: Horizon Year 2020 HCM Deficient Intersection 64 Table 7c: Horizon Year 2020 HCM Intersections Operational Analysis Deficient Intersection with Recommended Mitigation 65 Table 8a: Horizon Year 2020 ICU Intersection Operation Analysis 79 Table 8b: Horizon Year 2020 ICU Deficient Intersections 81 Table 8c: Horizon Year 2020 ICU Intersections Operational Analysis Deficient Intersection with Recommended Mitigation 82 Table 9: Horizon Year 2020 Roadway Segment Analysis ADT 101 Table 10a: Horizon Year 2020 Roadway Segment Analysis-A.M. Peak Hour 104 able 10b: Horizon Year 2020 Roadway Segment Analysis - P.M. Peak Hour 109 able 11a: Horizon Year 2030 HCM Intersection Operational Analysis 147 Table lib: Horizon Year2030 HCM Deficient Intersections 149 Table 11c: Horizon Year 2030 HCM Intersections Operational Analysis Deficient Intersection with Recommended Mitigation 150 Table 12a: Horizon Year 2030 ICU Intersection Operation Analysis 172 Table 12b: Horizon Year 2030 ICU Deficient Intersections 174 Table 12c: Horizon Year 2030 ICU Recommended Mitigation Analysis 175 Table 13: Horizon 2030 Year Roadway Segment Analysis - ADT 203 Table 14a: Horizon Year 2030 Roadway Segment Analysis - A.M Peak Hour 206 Table 14b: Horizon Year 2030 Roadway Segment Analysis - P.M Peak Hour 210 Table 15: 2030 North County Model Vehicle Hours of Travel (VHT) 214 Table 16: Calculation of Cumulative Intersection Delay 216 DRAFT INTRODUCTION Cannon Road is a four-lane divided roadway extending from Carlsbad Boulevard to College Boulevard through the City of Carlsbad. The City of Carlsbad Circulation Element plans for Cannon Road to extend from College Boulevard to the eastern terminus located in the City of Oceanside. Regional plans for the road include a connection to SR-78 at Mar Vista Drive in the City of Vista by the year 2030. The existing and planned sections of Cannon Road are illustrated in Exhibit 1. This traffic analysis evaluates the need for the extension of Cannon Road from College Boulevard to the eastern terminus in the City of Oceanside, known as Reach 4. The needs assessment will be based on traffic operations, both at the roadway segment and intersection level. Impacts associated with building or not building the roadway will be assessed to determine the regional and local benefits of Cannon Road Reach 4. To assess the traffic patterns associated with the construction of Cannon Road, the SANDAG Series 10 North County Sub-area traffic analysis model was used. The model forecasted the horizon year (2020 and 2030) traffic volumes along Cannon Road and the surrounding roadway network with and without the Cannon Road Reach 4 extension and without the Mar Vista Drive interchange. The extension was further evaluated as a two-lane and as a four-lane arterial. The City Circulation Element has identified the future road as a four-lane, major arterial, corresponding to a maximum daily capacity of 40,000 vehicles per day. Analysis of future intersection operating conditions show that if Cannon Reach 4 is not constructed, several intersections along College Boulevard north of Carlsbad Village Drive and several intersections along east Sycamore Drive will operate below the acceptable LOS D standard. Additional intersections at El Camino Real/Carlsbad Village Drive, Melrose Drive/Shadowridge, and Lake Boulevard/Sky Haven Lane will also operate below the acceptable LOS D standard. Improvements beyond those identified in the existing conditions or in the Capitol Improvement Program would need to be implemented at these intersections to accommodate the additional traffic that would be introduced if Cannon Road Reach 4 is not constructed. The results of the analysis show that under the Without Mar Vista Interchange scenario the impacts to the surrounding roadway network would be the same as the 2030 with Cannon Reach 4 Extension - 4 Lane Condition, with the exception to the signalized intersection of Melrose Drive and Cannon Road which would be operating at a deficient level of service during the A.M. and P.M. peak hours. The comparative results of the Travel Time analysis show that the implementation of the Cannon Road Reach 4 project as a 2-lane roadway would save 4,049 hours of travel time daily while implementation of a 4-lane roadway would save 6,031 hours of daily travel time. On a regional basis, these travel time savings represent a very small reduction of 0.11% for the 2-lane Cannon Reach 4 project and 0.17% for the 4-lane Cannon Reach 4 project. 1 DRAFT The results of the Calculation of Cumulative Intersection Delay analysis show that the overall comparison in intersection delay shows that Cannon Reach 4 as a 2-lane facility would provide the greatest, although nominal, reduction in peak period intersection delay. In both alternatives, the reduction in delay is greater for intersections located in jurisdictions outside of Carlsbad. In fact, the evaluation shows that intersection delay within Carisbad is greater during the PM peak hour with both of the project alternatives than in the "No- Build" alternative. This is primarily due the amount of traffic that is being drawn into the City of Carisbad to use the Cannon Road corridor. The reduction in traffic (and delay) at intersections outside Carisbad is somewhat offset by the increase in traffic (and delay) at intersections within the City of Carisbad. DRAFT ANALYSIS METHODOLOGY Due to the regional nature of the project, this report has been prepared in accordance with City of Carisbad traffic study guidelines, as well as in accordance with the County of San Diego Congestion Management Plan (CMP) guidelines. The study intersections and roadway segments were evaluated based on the following analysis methodology, which are described in detail in the following sections: Intersections • 2000 Highway Capacity Manual Operation Methodology • Intersection Capacity Utilization Methodology Roadway Segments • ADT V/C Ratio • Peak Hour V/C Ratio Intersection Analysis The 2000 Highway Capacity Manual (HCM) operation methodology for Signalized Intersections and Unsignalized Intersections was used to determine the operating Levels of Service (LOS) of the study intersections. The TRAFFIX software package was used as an interface to evaluate all study intersections using this methodology. The HCM methodology describes the operation of an intersection using a range of levels of service (LOS) from LOS A (free-flow conditions) to LOS F (severely congested conditions), based on corresponding stopped delay per vehicle values for signalized and unsignalized intersections shown in Table 1. The regional goal for peak hour intersection operation is LOS D or better. Table 1 LOS & Delay Ranges LOS Delay (seconds/vehicle) LOS Signalized Intersections Unsignalized Intersections A < 10.0 < 10.0 B > 10.0 to < 20.0 > lO.Oto < 15.0 C >20.0 to < 35.0 > 15.0 to < 25.0 D > 35.0 to < 55.0 > 25.0 to < 35.0 E > 55.0 to < 80.0 > 35.0 to < 50.0 F >80.0 >50.0 Source: 2000 Highway Capacity Manual. Project Location Map 55-100185.001 December 2005 EXHIBIT 1 DRAFT Two different peak hour factors were applied to the existing conditions and the horizon year conditions. A peak hour factor (PHF) of 0.95 was applied to the existing conditions and a PHF of 1.0 was applied to the horizon year 2020 and 2030 conditions. Capacity and LOS analysis in the HCM normally addresses existing conditions in the peak 15-minutes of the peak hour of a typical day. As development conditions approach build-out and peak hour traffic flows during the peak period begin to approach the capacity of key intersections there is less fluctuation in traffic volumes during the peak hour. The objectives for the horizon year conditions is to provide acceptable traffic LOS on average during the peak hour period on a typical weekday. Using a peak hour factor of 1.0 suggests that horizon year conditions LOS calculations represent the average LOS condition during the peak hour the most congested 15 minutes of the peak hour. It is also important to note that the peak hour factor is used consistently for all of the project alternatives and therefore there is no bias introduced in the comparative evaluation. Consistent with the City of Carisbad Growth Management Plan, the Intersection Capacity Utilization (ICU) method was used to determine intersection Level of Service (LOS). The ICU method uses per lane capacity and intersection movement volumes to determine the volume-to- capacity (V/C) ratio and critical movements. Lane capacities of 1,800 vehicles-per-hour (VPH) for each left turn lane, 2,000 VPH for each through-lane, and 1,800 VPH for each right-turn lane were used in the analysis. The intersection LOS is based on the sum of the critical movements othen/vise referred to as the total intersection V/C ratio shown in Table 2. Table 2 ICU Level of Service Thresholds v/c Ratio LOS 0.00 - 0.60 A 0.61 -0.70 - B--- 0.71 -0.80 C 0.81 -0.90 D 0.91 - 1.00 E over 1.00 F Roadway Segments Due to the regional significance of this project, evaluation of roadway segment operations within the study area includes two analysis methodologies. One is based upon the County of San Diego criteria for roadway segment analysis. The roadway segment level of service criteria is included in Table 3. DRAFT Table 3 Level of Service Thresholds for Roadway Segments Roadway Classification Level of Service Roadway Classification A B c D . E Prinne Arterial 25,000 35,000 50,000 55,000 60,000 Major Arterial (6) 20,000 28,000 40,000 45,000 50,000 Major Arterial (4) 15,000 21,000 30,000 35,000 40,000 Secondary Arterial/ Collector (4) 10,000 14,000 20,000 25,000 30,000 Source: SANTEC Guidelines. DRAFT The second methodology is consistent with City of Carisbad criteria and applies a peak hour segment criteria to analyze roadway segments. Peak hour segment LOS is determined by taking the average one-way peak hour traffic volume in either direction and dividing that volume by the segment peak hour capacity to yield the directional segment V/C ratio. A maximum capacity of 1,800 vehicles per hour per lane (VPHPL) was used. The LOS thresholds based on V/C ratios for segments are the same as in the intersection analysis, shown previously in Table 2. The City's goal for peak hour roadway segment analysis is LOS D or better. SANDAG TRAFFIC MODEL RUNS The SANDAG Series 10 North County Sub-area traffic model was used to forecast the horizon year conditions and to establish the project study area. A total of seven (7) model runs were initially conducted specifically for this project: Horizon Year 2020 (Proiect Opening Year) • 2020 Without Cannon Reach 4 Extension - No Build Condition • 2020 With Cannon Reach 4 Extension - 4 Lane Condition • 2020 With Cannon Reach 4 Downgrade - 2 Lane Condition Horizon Year 2030 (Buildout) • 2030 Without Cannon Reach 4 Extension - No Build Condition • 2030 With Cannon Reach 4 Extension - 4 Lane Condition • 2030 With Cannon Reach 4 Downgrade - 2 Lane Condition • 2030 With Cannon Reach 4 Extension Without Mar Vista Drive Interchange Connection - 4 Lane Condition In addition to reporting the average daily traffic for each of the study scenarios, SANDAG also report the turning movement volumes for the peak hour at each of the study intersections and select link runs for the four-lane conditions (2020 and 2030). A copy of the seven traffic model plots conducted for this analysis is provided in Appendix A to this report. A subsequent analysis was performed for the same scenarios but without the Rancho Del Oro interchange on S.R. 78 in Oceanside. The results of this supplemental analysis is addressed in the final section of the report. DRAFT IDENTIFICATION OF STUDY AREA The results of the traffic model runs were generally used to establish the project study area, based on two key criteria: • Percent Change in ADT (4-lane Cannon vs. No Build) greater than 10% (Plus or Minus) • Cannon Reach 4 Related Traffic Contribution Greater than 20% The percent change in ADT was calculated by subtracting the No Build volume from the 4-Lane Cannon volume on all roadways and then dividing the difference by the 4-Lane Cannon volume. The percent change in ADT was determined for all links stemming from the Cannon Reach 4 segment and radiating outward until the 10% (+/-) threshold was no longer met. Exhibit 2 illustrates the Year 2020 percent change in ADT exhibit. Year 2030 conditions are illustrated in Exhibit 3. The 20% project contribution threshold was established based on the City of Carisbad Local Facilities Management Plan (LFMP), which states that public facilities that are impacted by 20% or more of the traffic generated by a proposed project should be evaluated. Based on the select zone model runs, trips from the Cannon Reach 4 segment were traced along the roadway network until less than 20 percent of the total traffic using Cannon Reach 4 existed. Approximately 27,300 vehicles per day are forecast in the year 2020 and 27,100 in the 2030, which corresponds to a 20 percent threshold of 5,460 and 5,420 trips, respectively. In many instances SANDAG Series 10 2030 forecast volumes for a facility are comparable to 2020 forecast volumes. This is due in part to transit system enhancements/assumptions and additional network linkages included in the 2030 traffic model. Exhibit 4 illustrates the year 2020 distribution of Cannon Reach 4 traffic. Year 2030 volumes are illustrated in Exhibit 5. Overiaying the two maps, a project study area was initially established that included 29 intersections and 53 roadway segments. Prior to concluding the study, the study area was expanded to include an additional 30 intersections bringing the total to 59 study intersections. Of the 59 intersections, 27 are located in the City of Carisbad, 15 in the City of Oceanside and 17 in the City of Vista. Exhibit 6 illustrates the project study area and identifies the study intersection locations. EXISTING CONDITIONS In August 2004, the extension of College Boulevard from City of Oceanside Boundary to Cannon Road opened to the public. This new link to the regional arterial system resulted in a shift of nearly 15,000 vehicles per day to College Boulevard south of Lake Boulevard in the City of Carlsbad. DRAFT As a result of this new extension, new traffic count data was collected for all study roadway segments and at all study intersections specifically for this project. A complete set of all traffic count data collected for this project is provided in Appendix B. Exhibit 7 illustrates the existing roadway network used in this analysis. Average daily traffic volumes, peak hour traffic volumes and existing intersection geometry are illustrated in Exhibits 8, 9 and 10, respectively. Intersection Analysis Table 4 summarizes the results of the existing conditions intersection operational analysis. Detail HCM traffic analysis worksheets are provided in Appendix C. ICU worksheets are provided in Appendix D. EXHIBIT 2 2020 Percent Change SANDAG 2030 Cities/County Forecast Combined North County Model City of Carlsbad Year 2020 No Build ADT Volumes Model Run 8/12/04 Functional Classifications: /V Freeway /V Prime Arterial A/ Major Collectar A/ Local Collector Rural Collector /V Local A/ Freeway Ramp /V Ramp Zone Connector Traffic Analysis Zone Forecasted Volumes: ^ Adjusted Forecast Volume ^ Unadjusted Forecast Volume ** Traffic Analysis Zone +10% Increase without Cannon Reach 4 -10% Decrease without Cannon Reach 4 Less than 10% Increase/Decrease without Cannon Reach 4 San Diego Region 1,297 2,594 156 467 778 SANDAG San £»«9c'i Re^oruJ Mcftnin^ Ap«iKy Au8u!t 12, 2004 EXHIBIT 3 2030 Percent Change SANDAG 2030 Cities/County Forecast Combined North County Model City of Carlsbad Year 2030 No Build ADT Volumes Model Run 8/12/04 Functional Classifications: A/ F reeway A/ Prime Arterial A/ l^ajor Collector A/ Local Collector Rjral Collector /V Local A/ Freeway Ramp A/ Ramp -•';.' Zone Connector <A/ Traffic Analysis Zone Forecasted Volumes; • Adjusted Forecast Volume ^ Unadjusted Forecast Volume ^ Traffic Analysis Zone + 10% Increase without Cannon Reach 4 -10% Decrease without Cannon Reach 4 Less than 10% Increase/Decrease without Cannon Reach 4 San Diego Region 297 2,594 SM tXego's Regional Pfanninf Agency A.,a •'5'1^ 2IHM EXHIBIT 4 2020 20% Contribution SANDAG 2030 Cities/County Forecast Combined North County Model Year 2020 City of Carlsbad Select Link Assignment With 4274 Zones Model Run 08/12/04 sellinkpl.gra Forecasted Volumes: • Adjusted Volume in 1000s • Cannon Road Select link Volumt Road Legend: /V Cannon Road ISelected Link) Freeway ^•.y Circulation Element Ramps Zone Connector 20% Select Link Cannon Reach 4 Volume 10% Select Link Cannon Reach 4 Volume B 475 792 SANDAG San Diofot RapNmM ftwinliy t^aney EXHIBIT 5 2030 20% Contribution SANDAG 2030 Cities/County Forecast Combined North County Model Year 2030 City of Carlsbad Select Link Assignment With 4274 Zones Model Run 08/12/04 sellinkpl.gra Forecasted Volumes: • Adjusted Volume in 1000s * Cannon Road Select link Volum* Road Legend: Cannon Road (Selected Link) /'^^^ Freeway Circulation Element Ramps Zone Connector 20% Select Link Cannon Reach 4 Volume 10% Select Link Cannon Reach 4 Volume Motert 168 475 792 ^ANDAG Son Ofo^S RaptoniM Mtnfilnp AfaiM)> @ Study Intersections NOT TO SCALE Project Study Area 55-100185,001 - December 2005 EXHIBIT 6 DRAFT Table 4 Existing Conditions Intersection Operational Analysis intersections A.M. Peak Hour P.M. Peak Hour intersections Delay LOS V/C LOS Delay LOS V/C LOS 1 College Boulevard / Vista Way 42.4 D 0.758 C 38.2 D 0.783 C 2 College Boulevard / EB Off-Ramp 17.3 B 0.516 A 16.5 B 0.463 A 3 vista Way / SR-78 WB Ramps 28.4 C 0.557 A 31.3 C 0,595 A 4 Plaza Drive / SR-78 EB Ramps 27.9 C 0.671 B 38.0 D 0.738 C 5 College Boulevard / Plaza Drive 23.8 c 0.538 A 31.3 C 0.707 C 6 College Boulevard / Lake Boulevard 31.6 c 0.626 B 38.1 D 0.688 B 7 College Boulevard / Tamarack (N) 15.5 B 0.516 A 7.1 A 0.554 A 8 College Boulevard / Tamarack (S) 20.0 0 0.708 C 10.3 B 0.584 A 9 College Boulevard / Carlsbad Village Drive 18.0 B 0.651 B 15.8 B 0.496 A 10 College Boulevard / Cannon Road (f) ----~ ~ -- 11 El Camino Real / Cannon Road 21.8 c 0.626 B 19.7 B 0.640 B 12 Cannon Road / Faraday Avenue 12.7 B 0,569 A 17.9 B 0,589 A 13 Cannon Road / Paseo Del Norte 12.8 B 0.675 B 18.1 B 0,557 A 14 Cannon Road /1-5 Northbound Ramps 21.1 C 0.528 A 19.7 B 0.573 A 15 Cannon Road /1-5 Southbound Ramps 22.6 C 0.513 A 23.8 C 0.475 A 16 1-5/SR-78/Vista Way 16.2 B 0.754 C 20.5 C 0.804 D 17 Palomar Airport Road /1-5 Southbound Ramps 18.3 B 0.518 A 19.2 B 0.572 A 18 Palomar Airport Road /1-5 Northbound Ramps 28.6 C 0.681 B 23.9 C 0.683 B 19 Palomar Airport Road / Paseo Del Norte 23.4 C 0.669 B 35.3 D 0.811 D 20 Poinsettia Lane /1-5 Southbound Ramps 21.7 c 0.422 A 24.5 C 0.575 A 21 Poinsettia Lane /1-5 Northbound Ramps 24.4 c 0.602 B 23.4 C 0.530 A 22 El Camino Real / SR-78 Westbound Ramps 23.2 c 0.609 B 43.2 D 0.872 D 23 El Camino Real / SR-78 Eastbound Ramps 17.4 B 0.589 A 40.0 D 0.979 E 24 El Camino Real / Marron Road 17.7 B 0.449 A 31.7 C 0.591 A 25 El Camino Real / Carlsbad Village Drive 29.6 C 0.595 A 30.5 C 0.598 A 26 El Camino Real / Tamarack Avenue 43.8 D 0.840 D 26,4 G 0.676 B 27 El Camino Real / College Boulevard 17,0 B 0.648 B 24.3 C 0.605 B 28 College Boulevard / Faraday Avenue 21.4 C 0.517 A 20.2 C 0.477 A 29 Palomar Airport Road / College Boulevard 27.4 C 0.534 A 34.1 c 0.730 C 30 Palomar Airport Road / Armada Drive 13.8 B 0.548 A 31.9 c 0,667 B 31 El Camino Real / Faraday Avenue 30.5 C 0.710 C 42.1 D 0.807 D 32 Palomar Airport Road / Camino Vida Roble 23.2 C 0.609 B 29.0 c 0.572 A 33 Palomar Airport Road / El Camino Real 32.3 C 0.654 B 66.1 E 0.963 E 34 Faraday Avenue / El Fuerte Street (f) ~ -----~ - 35 Palomar Airport Road / El Fuerte Street 18.8 B 0.817 D 16.1 B 0.708 C 36 Emerald Drive / SR-78 Westbound Ramps 24.3 C 0.636 B 31.9 C 0.772 C 37 Emerald Drive / SR-78 Eastbound Ramps 22.7 C 0.525 A 25.9 C 0.639 B 38 Lake Boulevard / Thunder Drive 13.5 B 0.432 A 13.9 B 0.507 A 39 Lake Boulevard / Sky Haven Lane (Unslg.) 12,0 B ~ ~ 34.9 D -~ 40 Lake Boulevard / Emerald Drive (Unsig.) 14.7 B --26.5 D -- 41 Cannon Road / Shadowridge Drive (Unsig.) 10.7 B ~ ~ 11.8 B -~ 42 Cannon Road / Lake Drive 18.6 B 0.315 A 17.1 B 0.348 A 43 Vista Way / SR-78 Westbound On-Ramp 8.7 A 0.465 A 11.2 B 0.416 A 15 DRAFT Table 4 (continued) Existing Conditions Intersection Operational Analysis Intersections A.M. Peak Hour P.M. Peak Hour Intersections Delay LOS V/C LOS Delay LOS V/C LOS 44 Melrose Drive / SR-78 Eastbound Off-Ramp 15.4 B 0.441 A 15.2 B 0.460 A 45 Vista Village Drive / SR-78 Westbound Ramps 25.9 C 0.739 C 24.6 C 0.626 B 46 Vista Village Drive / SR-78 Eastbound Ramps 22.7 C 0.575 A 27.2 C 0.656 B 47 Melrose Drive / Escondido Avenue (Unsig.) 31.2 D ~ ~ 58.5 F ~ - 48 Melrose Drive / Sunset Drive 17.9 B 0.543 A 19.3 B 0.574 A 49 Melrose Drive / Cannon Road 21.5 C 0.407 A 25.8 C 0.434 A 50 Melrose Drive / Buena Vista Drive 30.8 C 0.554 A 29.0 C 0.624 B 51 Melrose Drive / Longhorn Drive/Live Oak Road 39.0 D 0.621 B 31.4 c 0.662 B 52 Shadowridge Drive / Longhorn Drive (Unsig.) 13.4 B -~ 10.3 B -- 53 Melrose Drive / Shadowridge Drive 33.4 C 0.579 A 32.5 C 0.619 B 54 Melrose Drive / Sycamore Avenue 14.4 B 0.401 A 19.1 B 0.509 A 55 Melrose Drive / Faraday Avenue-Park Center 8.4 A 0.291 A 12.1 B 0.345 A 56 Melrose Drive / Palomar Airport Road 16.8 B 0.673 B 15,5 B 0.776 C 57 Palomar Airport Road / Business Park Drive 27.8 C 0.736 C 21.9 C 0.686 B 58 Sycamore Avenue / SR-78 Eastbound Ramps 80.7 F 0.992 E 46.6 D 0,896 D 59 Sycamore Avenue / SR-78 Westbound Ramps 26.1 C 0.613 B 28.0 C 0.719 C Notes: (Unsig.) Unsignalized Intersection. (f)Future Intersection LOS: Level of Service. Delay: Is expressed in average number of seconds per vehicle. Deficient intersections operation displayed as bold, V/C: Vehicle to capacity ratio. 16 SANDAG SERIES 10 MODEL NETWORK CLASSIFICATIONS Prime Major Secondary Collector Lanes (#) Future NOT TO SCALE Existing Conditions Roadway Network 55-100185,001 - December 2005 EXHIBIT? ® Vista \Afey i AM/PM I i .9- > College Blvd. / Vista W^y @ SR-78 EB Ramps AM/PM College Blvd. / SR-78 EB Off-Ramp ® Vista V\tey ovlp-^ ro m AM/PM SR-78 WB Ramps / Vista Way CO 1^ I a: w 0 Plaza Dr 4- -4- r AM/PM > Oi a. E ra 1 ce m UJ Plaza Dr. / SR-78 EB Ramps ® Plaza Dr r I AM/PM r College Blvd. / Plaza Dr ® Lake Blvd. ovip r AM/PM College Blvd, / Lake Blvd-Marron Rd ® Tamarack (N) If- AM/PM College Blvd, / Tamarack (N) ® Tamarack (S) loj AM/PM College Blvd. / Tamarack (S) ® Carlsbad Village Dr.loJ ovip-y AM/PM o College Blvd. / Carlsbad Village Dr, ® Cannon Rd, 1 AM/PM College Blvd. / Cannon Rd, @ Cannon Rd. i ra ^Hf^ AM/PM El Camino Real / Cannon Rd, @ 4- r Cannon Rd. AM/PM Faraday Ave, / Cannon Rd, Existing Intersection Geometry 55-100185,001 EXHIBIT 8A @ Cannon Rd, AM/PM Paseo Del Norte / Cannon Rd, @ Cannon Rd, 4. i AM/PM 1-5 NB Ramps / Cannon Rd. ® o o Cannon Rd. 1$! r AM/PM 1-5 SB Ramps / Cannon Rd. ® SR-78 AM/PM f 1-5 SB Ramps / SR-78 @ -free Palomar Airport Rd. AM/PM -5 SB Ramps / Palomar Airport Rd. ® Palomar Airport Rd. lo AM/PM ro o a: CQ 1-5 NB Ramps / Palomar Airport Rd, ® Palomar Airport Rd,lo ^ ovIp r AM/PM Paseo Del Norte / Palomar Airport Rd V^V Poinsettia Ln, AM/PM r r -5 SB Ramps / Poinsettia Ln, @ o o Poinsettia Ln. 12 AM/PM ^r*^r^ -5 NB Ramps / Poinsettia Ln, SR-78 WB Ramps |oJ AM/PM ra f f cr. o El Camino Real / SR-78 WB Ramps SR-78 EB Ramps i free -y. AM/PM El Camino Real / SR-78 EB Ramps Man^on Rd, 4- r AM/PM a: El Camino Real / Marron Rd. PBF Existing Intersection Geometry 55-100185,001 EXHIBIT 8B HUV Carlsbad Village Dr r AM/PM 1 4- r cc o c E ra O UJ El Camino Real / Carlsbad Village Dr Palomar Airport Rd, i AM/PM •o _> CQ (U College Blvd, / Palomar Airport Rd, Q. > O Palomar Airport Rd, r AM/PM Q. > O El Camino Real / Palomar Airport Rd, VHV r • ovIp Tamarack Ave, ^iw 1 r (o| 1 I AM/PM El Camino Real / Tamarack Ave Palomar Airport Rd ovlp-^ Faraday, AM/PM Armada-Costco / Palomar Airport Rd \ LL El AM/PM ' El Fuerte St, / Faraday Ave. El Camino Real J ® HIV Faraday Ave. i free AM/PM El Camino Real / College Blvd, HIW Palomar Airport Rd. AM/PM El Camino Real / Faraday Ave. AM/PM El Fuerte St / Palomar Airport Rd 4L HIW I r Faraday Ave, r AM/PM Palomar Airport Rd AM/PM 4- VII 5 Q. SR-78 WB Ramps AM/PM CL < College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd, Emerald Dr, / SR-78 WB Ramps Existing Intersection Geometry 5S100185,001 EXHIBIT 8C II vv SR-78-EB Ramps J AM/PM Emerald Dr. / SR-78 EB Ramps Lake Blvd, r AM/PM Q Thunder Dr, / Lake Blvd, Lake Blvd, -4- f AM/PM ^ Sky Haven Ln, / Lake Blvd, @ ra Lake Blvd, AM/PM Emerald Dr / Lake Blvd, ® Cannon Rd, AM/PM Shadowridge Dr, / Cannon Rd. V|VV Cannon Rd, AM/PM Q Lake Dr / Cannon Rd. Vista V\feiy r r free- AM/PM SR-78 WB Ramps / Vista V\^y III SR-78 EB Rampsl AM/PM Melrose Dr. / SR-78 EB Ramps VIII ^ ovIp SR-78 WB Ramps la AM/PM Vista Village Dr / SR-78 WB Ramp; IIVV •^ol- SR-78 EB Rampsl^ > AM/PM Vista Village Dr. / SR-78 EB Ramps @ HIV Escondido Ave. AM/PM Melrose Dr / Escondido Ave. Sunset Dr. AM/PM Melrose Dr / Sunset Dr Existing Intersection Geometry 55-100185.001 EXHIBIT BD VIIIVV Cannon Rd, i r ol " AM/PM Melrose Dr. / Cannon Rd, HHW Shadowridge Dr AM/PM Melrose Dr / Shadowridge Dr. /^ ovIp VIVV Palomar Airport Rd. |o i AM/PM Business Park / Palomar Airport Rd, Hiiv Buena Vista Dr r AM/PM Hivvi, Sycamore Ave, AM/PM i^ovlp I IIVV SR-78 EB Ramps ovip-y AM/PM Hit*- Melrose Dr / Buena Vista Dr Melrose Dr / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps HIIV r HIIV Longhom/Live Oak [o •f AM/PM Faraday/Park Cntr AM/PM r VIH 4_ r "Ml V SR-78 WB Ramps lO AM/PM Melrose Dr / Longhom/Live Oak Melrose Dr / Faraday / Park Center Sycamore Ave. / SR-78 WB Ramps 5 V V I Longhom Dr AM/PM ; Shadowridge Dr / Longhorn Dr f AM/PM Palomar Airport Rd.121 Melrose Dr. / Palomar Airport Rd, Existing Intersection Geometry 55-100185,001 EXHIBIT BE NOT TO SCALE , onve % <t> T3 Ol 60- Existing ADT Volumes 55-100185,001 - December 2005 EXHIBIT 9 ® CD un 1- CO CD CD LT) Vista Way 73/128 128/216 377/322 AM/PM J ^371/516 -^146/348 ^516/384 o ^ t ^ O) CN 00 ^ O O CO c\i o CO T- 00 T- 1^ CD College Blvd, / Vista Way C35 LO o CJ) Cvj CD T- CD o -vt- CO Plaza Dr 34/80 26/45-^ 12/22->, AM/PM ^216/438 ^7/12 ^136/163 ^ t r -6 0 CD CN > ^— 00 CN CO Cl D) CN CO 0 CN 00 0 00 04 0 LD College Blvd, / Plaza Dr ® o O LO £2 o CN CD CvJ CN t- o o Carlsbad Village Dr, 377/290 ^ 0/0 — 81/38-^ AM/PM ^0/0 ^0/0 ^0/0 ^ t 00 O CD o 00 CO o r>4 College Blvd. / Carlsbad Village Dr CO CD CO 00 T SR-78 EB Ramps 680/581 > 209/213-^ AM/PM cn CJ) 00 in CN CO CO 5; 00 5) i?5 t^ CD CN O) CN ^ in m CO m LO Lake Blvd. 84/206 J 21/125^ V.318/293 ^51/83 ® i r 458/147 o CN CO 00 59/53 AM/PM ^ t r 000,/ • r, Cann"! A. 10 C5) 1^ CN CD ^ ^ CO ^ 5) CN •^^ CD ^ O 0/0 AM/PM 000 000 College Blvd. / SR-78 EB Off-Ramp College Blvd. / Lake Blvd-Marron Rd College Blvd, / Cannon Rd, ® T- CD 00 CD CD CD CD 06 00 CD CO Vista V\fey 65/103 555/499 306/348 ^ AM/PM It ^34/29 — 278/474 ^234/331 ® 00 00 00 O CD 00 CO i V^^. 00 I CO ^ t r O CD CD CO CD CJ) 00 CN CO <^ ® AM/PM 121/34 •41/25 Tamarack (N) cn O CD CO in CO CO CD CM Y V CO 00 f r 00 CO CD in CO ^ CD CO T- in Cannon Rd, I 23/227^ 16/331-^ 28/50^ AM/PM ^23/17 ^243/74 ^619/112 1] 11 ' s ^\ r cn 00 CO 0 t- 00 o .c g LO CD 1 cvj ^s:: o s O CO CD a. — O 3 ^ 10 < SR-78 WB Ramps / Vista Way College Blvd, / Tamarack (N) El Camino Real / Cannon Rd, ® CO Si 5 ^ ?5 LO CO CO 00 Plaza Dr, 772/630 y 201/392 — 13/45^ AM/PM ^27/72 — 300/508 ^18/81 ^ t r „ CD eg 00 Q. CN LO ® 00 CO CO LO CO CN CD Tamarack (S) 113/45 17/3 — 36/12--^ ® AM/PM V 57/15 — 32/9 ^187/54 CO CN CO s § CN CD CD ^ t r CO LO t^ r-- CN 2 O CN ^ in r-o tn Cannon Rd. J m i/i~^ 2/2> ^11/73 — 1/1 • ^175/598 AM/PM ^ t r CO CO o 00 SO :^ CD CO 00 T- CD Plaza Dr / SR-78 EB Ramps College Blvd, / Tamarack (S) Faraday Ave. / Cannon Rd, Existing Intersection Volumes 55-100185,001 EXHIBIT IOA ® — 417/1227 115/92 (17) c^ Vj/CN cn 00 CO £2 CN CO 0 0 CO 5 0 CN r>- T- t V V-252/982 — 558/1038 3 [c V 412/217 — 866/1139 Cannon Rd. [c 1344/770— 365/201-^ AM/PM o T- CD z cn T-•53 3; CN ^ CN 35 2 g CO 00 a ro ^ Palomar Airport Rd. 445/748 — 72/208^ AM/PM (/) a. E ro 0: CQ • s CO a. < Poinsettia Ln. IS 177/130 > 558/877 — AM/PM t r <5 CN in § ^ So g < Paseo Del Norte / Cannon Rd. 1-5 SB Ramps / Palomar Airport Rd, 1-5 NB Ramps / Poinsettia Ln. @ f ^191/686 —419/955 @ V456/1043 —601/1764 ol ^^3^ 00 CO 10 t- 3:35 CO 00 NT CO t- V » F c ^ 398/750 — 5/1 ^525/614 3] Cannon Rd. L 174/272-^ 1131/556 — AM/PM y) 1 ' o- in 00 £ 0 CO i5 £2 CQ 00 CO 2 z r-- CN a ~ < Palomar Airport Rd. L 82/239 > 1323/1243— AM/PM J k"^ t ^ E T- CO § ^ 55 1 :2 ^ 1 SR-78 WB Ramps |c AM/PM f^^ t c»: r^ (33 0 CN c CM t- UJ 1-5 NB Ramps / Cannon Rd, 1-5 NB Ramps / Palomar Airport Rd, El Camino Real / SR-78 WB Ramps ©CO ^ ^ CO •5- CO C^ CO CO CO CN C3) i ^ — 305/524 V197/539 )1 r @ V_ycO CD 0 CO CO in CN CO ^ 0 0 CO in T- r> -c- Q ^134/213 — 685/2338 ^88/234 (23) S VJX CO CvJ T- 00 ra i2 T- 00 00 ^ ^ R 31 —: ^C Cannon Rd. 412/517 — 24/60^ AM/PM )j </) Q. E ro Q: CQ S CO Q. "? s - < Palomar Airport Rd.|c 202/299-^ 2081/1108— 160/192^ AM/PM t r § CN •'t 10 2 10 CO 0 "5 s:^ ^: Q 0 CD 5 0 T- T- 10 ^ cn LN ^ ^ § Q. < SR-78 EB Ramps lc 345/553^ 3/1^ 91/173^ AM/PM cc ^ in 0 CO — c 0 0 Nt- CO g - CO :§ ^ in 'sT 1 1-5 SB Ramps / Cannon Rd, Paseo Del Norte / Palomar Airport Rd, El Camino Real / SR-78 EB Ramps @ [o — 717/992 ^2013/1919 ©CD cn ^ CO ^ T- CO T- ^ CO ^z: CM T- CO CN — 627/644 ^461/739 1 ' © s 00 CO in JI; 00 in CN ^ h- T- CO t V J V. 96/152 —57/120 ^86/157 SR-78 1° 337/636 — 142/108 ^ AM/PM „^ r ^ O^CN CO CO CL "? § in < Poinsettia Ln. 15 472/688^ 95/175-^ AM/PM 1 to Q. E ro a: CD 2 CO £ "? i ~ < Marron Rd. li 69/201 ^ 45/175 — 43/95^ AM/PM 10 CD 0 g CD CN 0 ro cn Ji: CO g C^ 1- 00 10 S: CO < 1-5 SB Ramps / SR-78 1-5 SB Ramps / Poinsettia Ln, El Camino Real / Marron Rd, Existing Intersection Volumes 55-100185,001 EXHIBIT 10B [25) r- CO CO CO LO CD O 00 ^ CO CO Carlsbad Village Dn 158/104 165/334^ I ^126/141 —380/231 ^63/30 93/47 AM/PM ra^ t r CO CO CD 'sT O LO 1 ^ J:: ,<« ^ in o o CM El Camino Real / Carlsbad Village Dr eg CO in r- CO ^ s: £° o o r^ T- CD V-40/72 836/1724 Palomar Airport Rd 500/126-^ 1618/1062— 61/234-^ AM/PM i 56/311 ^ t r CN CD in CD CD CN JH o s!; 00 CD O CO CN t- CM College Blvd, / Palomar Airport Rd, O C33 CO Ln t^ o r- 00 In ^ ^ CO O r^ in Palomar Airport Rd, 127/394^ 940/1698— 94184-^ AM/PM ^909/569 —1029/700 ^446/374 ^ f r CO O lO r^ o T- in CD CO s LO a '^r LO 2 El Camino Real / Palomar Airport Rd cn OJ CO CO S2 ir) 00 CN lO Tamarack Ave 44/34^ 41/172 — 188/58^ AM/PM i ^22/20 —122/115 ^328/172 00 cn CD CD T- CN CM CO in cc t— O o o CM .g CM in "sT CO JH CM CN O lO CD CO Palomar Airport Rd 145/138^ 2164/1007— 96/106> AM/PM i ^176/76 —854/1983 ^62/259 ooo ooo 1 I ^ 1, 8^ t CD Faradav -3, — CO r-- CM CM ^ CM CO t- CO 00 lO '0' s ^ - > AM/ •. o o t r o o o o El Camino Real / Tamarack Ave. Armada-Costco / Palomar Airport Rd, El Fuerte St, / Faraday Ave, CD O LO CO CN •<- 03 00 CO CM CO El Camino Real I 8/31 435/1722 — 125/32^ AM/PM ^37/40 — 1740/553 ^878/124 ^ t r ® i^ CN lO 00 £^ ^ C:: V- CD CN cn CO CO t- 1- CM CD CD 00 CN CO O CD 03 If) CO Faraday Ave. 41/223-^ 86/71 — 125/816 AM/PM V30/79 ^63/261 58/313 cn cn CN CM CO CO O CD a: . r T- CD CO CO cn -cop: JH CD CO CD T- 00 CD Palomar Airport Rd, 511/77^ 1057/2849— ^165/18 —2840/1478 ^2/19 AM/PM ^ t r ooo OOO El Camino Real / College Blvd, El Camino Real / Faraday Ave, El Fuerte St, / Palomar Airport Rd, 00 o £2 JH ^ CD CN o t- CN T- CO CO ^38/175 —251/356 I ^62/212 Faraday Ave, 57/61^ 435/317— 83/163-^ AM/PM Tj- 00 ^ V)- CO ^ V- CD O CN CN in J \ V ^ t CQ m JH <u r LO CO in CD £2 In LO I^ 1^ CN Palomar Airport Rd 108/51^ 1185/1090— 474/160--^ V170/36 —842/1109 AM/PM 173/85 CD O CM O 00 T- £il03 CO T- ^ t r 00 LO LO O CO cn lO CO O 00 SR-78 WB Ramps AM/PM ^759/1221 — 0/5 f 255/578 ^ f CD LO 00 CN CN O CD t- CD College Blvd. / Faraday Ave. Camino Vida Roble/Palomar/Mrport Rd, Emerald Dr / SR-78 WB Ramps Existing Intersection Volumes 55-100185,001 EXHIBIT 100 t- 00 cn CD 00 LO i?) 00 1- LO SR-78-EB Ramps I 255/375 0/0 — 117/264^ AM/PM t r CD CO O CD 03 CM r^ o CM lO CD t- Emerald Dr / SR-78 EB Ramps @ — 62/169 ^124/225 Cannon Rd, 79/111 — 32/18^ AM/PM Oi -a LO LO lowri CO lowri O XJ ra CO ^ J:: CO CO CM Shadowridge Dn / Cannon Rd, O CD lO in 00 in o CO 00 ^ 585/894 — 2/3 ^471/425 SR-78.WB Ramps AM/PM o) cn 00 :^ IT) 00 > CN2 iS CN JH m CO > CM CD Vista Village Dn / SR-78 WB Ramps CO 03 03 o CO CM -i-. r-- £-! eg •!- -r- CO Lake Blvd, 80/295 ^64/94 — 622/393 ^1/0 (4? 264/686 — 1/6 > AM/PM CM T- LO t- CM o 5; 00 eg ^ t 5;; CO CN O O Cannon Rd. 216/127-^ 133/149— 3/2-^ ^115/229 — 71/265 ^13/34 AM/PM CO O !^ O CN CN CD in ^ f /- O O Q CD 00 CM CO SR-78 EB Ramps 358/684 2/1 — 19/42-^ AM/PM t r LO 00 CD ^ ^ 00 o r^ 00 CN 1^ Thunder Dr / Lake Blvd. Lake Dr / Cannon Rd, Vista Village Dr / SR-78 EB Ramps CD CD CM ^ CN CN O CO X— V— ^— Lake Blvd, 40/80 J 260/609-* 14/62-> AM/PM ^ ^11/20 —478/305 ^11/31 > t 00 CO o CO CO CO LO ?5 "sJ- CN CO Vista V\fey 385/551 — 26/10^ @ AM/PM —377/309 ^968/640 CM CO O O T;; O O CD O T- 00 Escondido Ave, 10/10-^ 10/10 — 10/10^ AM/PM Mo/10 —10/10 ^10/10 Q ^ t r O CO o T- eg T- CN ?^ CO CD 00 Sky Haven Ln, / Lake Blvd, SR-78 WB Ramps / Vista Way Melrose Dr / Escondido Ave, @ CO CO CN I CM T;; ^00 CN lO @ ^112/106 — 451/409 00 o CO 1 Lake Blvd, 11/49-^ 279/581 — AM/PM SR-78 EB Ramps 241/408 0/0 — 419/301 ^ AM/PM CO CD LO £2 5° ^ CD CN T- 00 og ^ 27/36 — 20/31 ^ 69/78 Sunset Dr. eg CO CO CO AM/PM 27/33 23/59 — 127/78^ t r r^ CO lo ro i: ^ ^H CD CO ro Emerald Dr / Lake Blvd, Melrose Dr, / SR-78 EB Ramps Melrose Dr / Sunset Dr Existing Intersection Volumes 55-100185,001 EXHIBIT 10D ro LO ro o CD cn Cannon Rd, 216/197-^ 12/2-* 193/214 > AM/PM ^0/9 — 2/3 ^1/3 ^ t •— V- CD CO o 03 JH t- CN ^ o ro r o Melrose Dn / Cannon Rd, CD V- t- T- in t: 5 £2 ro CN o ro r^ LO CM V \ V Shadowridge Dr 38/52^ 210/111— 195/72^ AM/PM I ^ 158/259 —246/153 ^142/64 ^ t r LO LO r^ CD eg T- ^ t- CN CD JH ro CO in in CO Melrose Dn / Shadowridge Dn eg o eg in o eg CD Palomar Airport Rd, |ol 898/1297^ 624/1402— 13/44^ AM/PM V 307/206 ^1316/590 ^4/15 ^ f r CN CO CD CN CO 3 LO LO t- CD V- Business Park / Palomar Airport Rd, cn O CD CO ro ^ 03 eg O CO CN ro J Buena Vista Dr 150/168^ 53/44 — 30/10-> AM/PM i ^56/60 — 75/51 ^216/141 CO cn O £y o CO "JT ^ f r CD CO CO CN CO CM JH ^ eg CM CO t-r>- CO CO Sycamore Ave, t 46/74 70/28 — 15/9-> AM/PM M 43/967 —14/50 ^44/24 ^ f r CD CO ro 03 CD LO CN T- O T- T- CM LO CD CO t- SR-78 EB Ramps 1 363/440-^ 2/0— 898/424 AM/PM 0) t r < o ^— CD o LO 00 E ra ^ o o lO CM >. CO CM CD >. CO CD Melrose Dn / Buena Vista Dr Melrose Dr / Sycamore Ave. Sycamore Ave, / SR-78 EB Ramps CO CO in o cn JH ££ JH LO 03 X- CD Longhom/Live Oak 354/202 > 73/36— 126/81^ AM/PM ^100/50 —107/45 ^60/12 CD CO CO in JH is CD eg t^ CO t r ro T- CM >j O CD CO " CM O ,i= I— ^ 0 V- CD 2 CO o ro ^22/368 — 1/15 ^1/0 ro to CN T- Sl CD ^ eg o r^ CO CD ^ t r CD lO lO " ro o Melrose Dr / Longhorn/Live Oak Faraday/Park Cntn 7/1 25/5— 0/1-^ AM/PM Melrose Dr / Faraday / Park Center SR-78 WB Ramps AM/PM ^ 242/469 — 0/4 ^840/632 ^ t LO CN CO r;-- eg o SH o ^ o CD Sycamore Ave, / SR-78 WB Ramps ^ CO S T- ro ° ^ *-co ^ CO S T- ro ° ^ *-co ^121/30 — 61/165 Longhom Dr 236/78-^ 120/82-— ooo ooo AM/PM Palomar Airport Rd. 0/0-^ 1036/2612— 161/321--^ AM/PM ^0/0 — 2683/1150 ^231/261 T O CD eg CD o - T- CM LO ro CD Shadowridge Dn / Longhorn Dn Melrose Dn / Palomar Airport Rd, Existing Intersection Volumes 55-100185,001 EXHIBIT 10E DRAFT As shown in Table 4, four intersections are currently operating at unacceptable operating conditions (LOS E or F): • El Camino Real/SR-78 Eastbound Ramps - LOS E, p.m. peak (ICU) • Palomar Airport Road/El Camino Real - LOS E, p.m. peak (HCM and ICU) • Melrose Drive/Escondido Avenue - LOS F, p.m. peak (unsignalized, HCM) • Sycamore Avenue/SR-78 Eastbound Ramps - LOS F, a.m. peak (HCM - F, ICU - E) The intersection of Melrose Drive/Escondido Avenue is an unsignalized intersection. This intersection will be improved in the future with the signalization of the intersection and the realignment of Escondido Avenue east of Melrose Drive. Future year conditions with these improvements show that the existing deficiencies at this intersection will be mitigated. Roadway Segment Analysis Table 5 lists the study intersections and summarizes the roadway segment analysis results based on average daily traffic (ADT) volumes and County of San Diego roadway classifications. As shown in Table 5, all of the roadway segments currently operate at acceptable operating conditions (LOS D or better) with the exception to the following deficient roadway segment: • Cannon Road - El Camino Real to College Boulevard (2 Lane Major) - LOS E. The deficient segment is planned for improvement from a (2 Lane Major) roadway to a (4 Lane Major) roadway by horizon year (2020). The roadway improvements would result in an acceptable level of service for all horizon year conditions. In addition to the deficient roadway segment on Cannon Road, the segment analysis results as shown in Table 5, identified the following four roadway segments that are currently operating at LOS D: • College Boulevard - SR-78 to Plaza (6 lane Major) • Palomar Airport Road - Melrose Drive to eastern City Limit (6 lane Prime) • Lake Boulevard - Thunder Drive to Sky Haven Lane (2 lane Collector) • Plaza Drive - College Boulevard to SR-78 Ramps (4 lane Collector) Table 6 summarizes the peak hour roadway segment analysis based on City of Carlsbad per lane capacity threshold of 1,800 vehicles per hour per lane. As shown in Table 6, all study roadway segments operate at acceptable levels of service (LOS D or better) in the a.m. and p.m. peak hours. 29 DRAFT Table 5 Analysis - ADT Roadway Segment Classification (# Lanes) Capacity @ LOS E Existing Conditions Roadway Segment Classification (# Lanes) Capacity @ LOS E ADT V/C LOS College Boulevard North of Vista Way Major (6) 50,000 39,992 0.800 C EB Ramp to Plaza Major (6) 50,000 41,974 0,839 D Plaza Drive to Lake Boulevard-Marron Road Major (6) 50,000 30,610 0.612 C Lake Drive to Tamarack (N) Major (4) 40,000 18,233 0.456 B Tamarack (N) to Tamarack (S) Major (4) 40,000 17,394 0.435 B Tamarack (S) to Carlsbad Village Drive Major (4) 40,000 17,841 0.446 B Carlsbad Village Drive to Cannon Road Major (4) 40,000 13,017 0.325 A El Camino Real to Faraday Major (4) 40,000 9,054 0.226 A El Camino Real Crestview Drive to Cannon Road Prime (6) 60,000 28,658 0.478 B Cannon Road to College Boulevard Prime (6) 60,000 28,575 0.476 B College Boulevard to Faraday Avenue Prime (6) 60,000 23,053 0.384 A Faraday Avenue to Palomar Airport Road Prime (6) 60,000 32,850 0.548 B Melrose Drive Melrose Way to Escondido Avenue Prime (6) 60,000 25,202 0.420 B Escondido Avenue to Sunset Drive (Vista) Prime (6) 60,000 24,328 0.405 A Sunset Drive to Cannon Road (Oceanside) Prime (6) 60,000 27,335 0.456 B Cannon Road to Buena Vista Prime (6) 60,000 29,185 0.486 B Buena Vista to Longhorn Prime (6) 60,000 23,443 0.391 A Longhorn to Shadowridge Prime (6) 60,000 22,350 0.373 A Shadowridge Drive to Sycamore Avenue (Vista) Prime (6) 60,000 17,854 0.298 A Sycamore Avenue to Faraday Avenue-Park Center (V) Prime (6) 60,000 4,061 0.068 A Faraday Avenue to Palomar Airport Road (future) Prime (6) 60,000 -~ - South of Palomar Airport Road Prime (6) 60,000 11,700 0.195 A Cannon Road Faraday Avenue to El Camino Real Major (4) 40,000 9,578 0.239 A El Camino Real to College Boulevard Major (2) 15,000 13,891 0.926 E College Boulevard to Existing Terminus (future - Reach 4) Major (4) 40,000 --- Mysteria Drive to Shadowridge Drive (Oceanside) Major (4) 40,000 5,596 0.140 A Shadowridge Drive to Lake Boulevard (Oceanside) Major (4) 40,000 10,173 0.254 A Lake Boulevard to Melrose Drive Major (4) 40,000 12,603 0.315 A Palomar Airport Road El Fuerte Street to Melrose Drive Prime (6) 60,000 49,123 0.819 C Melrose Drive to eastern City-limit Prime (6) 60,000 50,735 0.846 D Faraday Avenue Camino Hills To College Boulevard Sec. Art. (4) 30,000 9,336 0.311 A College Boulevard to El Camino Real Sec. Art. (4) 30,000 10,647 0.355 B El Camino Real to El Fuerte Street Sec. Art. (4) 30,000 3,268 0.109 A El Fuerte Street to Melrose Drive Sec. Art. (4) 30,000 Future 0.000 A Melrose Drive to Business Park Sec. Art. (4) 30,000 5,267 0,176 A 30 DRAFT Table 5 Existing Conditions -ADT Roadway Segment Classification (# Lanes) Capacity @ LOS E Existing Conditions Roadway Segment Classification (# Lanes) Capacity @ LOS E ADT V/C LOS Lake Boulevard East of College Boulevard Collector (4) 30,000 16,152 0.538 C College Boulevard to Thunder Drive Collector (4) 30,000 14,980 0.499 c Thunder Drive to Sky Haven Lane Collector (2) 15,000 12,037 0.802 D Sky Haven Lane to Emerald Drive Collector (4) 30,000 10,900 0.363 B Emerald Drive to Cannon Road Collector (4) 30,000 11,548 0.385 B Shadowridge Drive Cannon Road to Longhorn Collector (2) 15,000 4,527 0.302 A Longhorn to Melrose Drive Collector (2) • 15,000 7,489 0.499 C Plaza Drive College Boulevard to SR-78 Westbound Ramps Collector (4) 30,000 22,412 0.747 D SR-78 Westbound Ramps to Thunder Drive Collector (4) 30,000 14,175 0.473 C Carlsbad Village Drive Glasgow to College Boulevard Collector (2) 15,000 1,278 0.085 A Thunder Drive Hacienda Road to Lake Drive Collector (2) 15,000 4,875 0.325 A Sky Haven Sunset Drive to Lake Boulevard Collector (2) 15,000 2,167 0.144 A Emerald Drive Sunset Drive to Lake Boulevard Collector (2) 15,000 3,987 0.266 A Sycamore Avenue East of Melrose Drive Major (4) 40,000 15,225 0.381 C Buena Vista East of Melrose Drive Collector (2) 15,000 4,078 0.272 A Sunset Drive East of Melrose Drive Collector (2) 15,000 3,937 0.262 A West of Melrose Drive Collector (2) 15,000 3,995 0.266 A Notes: LOS: Level of Service. ADT: Average Daily Trips: V/C: Vehicle to capacity ratio. 31 DRAFT Table 6 Existing Conditions Roadway Segment Analysis - Peak Hour Existing Direction AM Peak Hour PM Peak Hour Roadway Segments (# Lanes) Capacity Volume V/C LOS Volume V/C LOS NB (3) 5,400 1,115 0.21 A 1,746 0.32 A North of Vista Way SB (3) 5,400 1,044 0.19 A 1,038 0.19 A NB (4) 7,200 834 0.12 A 1,604 0.22 A EB Ramp to Plaza SB (5) 9,000, 1,934 0.21 A 1,824 0.20 A NB (2) 3,600 844 0.23 A 1,398 0.39 A Plaza Drive to Lake Boulevard-Marron Road SB (2) 3,600 1,372 0.38 A 1,175 0.33 A NB (2) 3,600 574 0.16 A 1,402 0.39 A Lake Drive to Tamarack (N) SB (2) 3,600 1,471 0.41 A 536 0.15 A NB (2) 3,600 677 0.19 A 1,437 0.40 A College Boulevard Tamarack (N) to Tamarack (S) SB (2) 3,600 1,379 0.38 A 532 0.15 A College Boulevard NB (2) 3,600 587 0.16 A 1,488 0.41 A Tamarack (S) to Carlsbad Village Drive SB (2) 3,600 1,532 0.43 A 560 0.16 A NB (1) 1,800 248 0.14 A 1,305 0.73 C Carlsbad Village Drive to Cannon Road SB (1) 1,800 1,351 0.75 C 288 0.16 A NB (2) 3,600 --~ ~ ~ Cannon Road to El Camino Real (Future) SB (2) 3,600 -~ --~ ~ NB (2) 3,600 270 0.08 A 591 0.16 A Ei Camino Real to Faraday SB (2) 3,600 748 0.21 A 316 0.09 A NB (2) 3,600 614 0.17 A 562 0.16 A Faraday to Palomar Oaks Way SB (2) 3,600 467 0.13 A 556 0.15 A NB (2) 3,600 549 0.15 A 1,827 0.51 A Crestview Drive to Cannon Road SB (2) 3,600 2,249 0.62 B 712 0.20 A NB (2) 3,600 543 0.15 A 2,387 0.66 B El Camino Real Cannon Road to College Boulevard SB (2) 3,600 2,655 0.74 C 717 0.20 A El Camino Real NB (2) 3,600 570 0.16 A 1,636 0.45 A College Boulevard to Faraday Avenue SB (2) 3,600 1,787 0.50 A 674 0.19 A NB (2) 3,600 1,530 0.43 A 1,561 0.43 A Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,547 0.43 A 1,703 0.47 A 32 DRAFT Table 6 Existing Conditions Roadway Segment Analysis - Peak Hour Existing Direction AM Peak Hour PM Peak Hour Roadway Segments (# Lanes) Capacity Volume V/C LOS Volume V/C LOS NB (2) 3,600 913 0.25 A 1,246 0.35 A Melrose Way to Escondido Avenue SB (2) 3,600 917 0.25 A 1,052 0.29 A NB (2) 3,600 893 0.25 A 1,226 0.34 A Escondido Avenue to Sunset Drive (Vista) SB (2) 3,600 897 0.25 A 1,032 0.29 A NB (2) 3,600 1,120 0.31 A 1,267 0.35 A Sunset Drive to Cannon Road (Oceanside) SB (2) 3,600 1,259 0.35 A 1,009 0.28 A NB (2) 3,600 938 0.26 A 1,449 0.40 A Cannon Road to Buena Vista SB (2) 3,600 1,158 0.32 A 983 0.27 A NB (2) 3,600 848 0.24 A 1,343 0.37 A Melrose Drive Buena Vista to Longhorn SB (2) 3,600 1,032 0.29 A 971 0.27 A Melrose Drive NB (2) 3,600 549 0.15 A 1,436 0.40 A Longhorn to Shadowridge SB (2) 3,600 961 0.27 A 841 0.23 A NB (2) 3,600 223 0.06 A 1,451 0.40 A Shadowridge Drive to Sycamore Avenue (Vista) SB (2) 3,600 984 0.27 A 356 0.10 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) NB (2) 3,600 47 0.01 A 428 0.12 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) SB (2) 3,600 405 0.11 A 75 0.02 A Faraday Avenue to Palomar Airport Road (Future) NB (2) 3,600 ~ ~ ~ ~ -~ Faraday Avenue to Palomar Airport Road (Future) SB (2) 3,600 ~ ~ ~ ~ ~ — NB (2) 3,600 652 0.18 A 411 0.11 A South of Palomar Airport Road SB (2) 3,600 392 0.11 A 582 0.16 A EB (2) 3,600 67 0.02 A 608 0.17 A Faraday Avenue to El Camino Real WB (2) 3,600 312 0.09 A 479 0.13 A EB (2) 3,600 84 0.02 A 951 0.26 A El Camino Real to College Boulevard WB (2) 3,600 885 0.25 A 203 0.06 A Cannon Road Reach 4 EB (2) 3,600 ~ ~ ~ ~ — ~ Cannon Road Mysteria Drive to Shadowridge Drive WB (2) 3,600 -~ ~ — -— Shadowridge Drive to Lake Boulevard EB (2) 3,600 352 0.10 A 278 0.08 A (Oceanside) WB (2) 3,600 238 0.07 A 260 0.07 A EB (2j 3,600 463 0.13 A 413 0.11 A Lake Boulevard to Melrose Drive WB (2) 3,600 252 0.07 A 500 0.14 A 33 DRAFT Table 6 Existing Conditions Roadway Segment Analysis Peak Hour Existing Direction AM Peak Hour PM Peak Hour Roadway Segments (# Lanes) Capacity Volume V/G LOS Volume V/C LOS EB (3) 5,400 1,197 0.22 A 2,933 0.54 A Palomar Airport Road El Fuerte Street to Melrose Drive • WB (3) 5,400 1,490 0.28 A 2,804 0.52 A Palomar Airport Road EB (3) 5,400 1,234 0.23 A 2,831 0.52 A Melrose Drive to eastern City-limit WB (2) 3,600 1,036 0.29 A 2,612 0.73 C EB (2) 3,600 575 0.16 A 541 0.15 A Camino Hills To College Boulevard WB (2) 3,600 725 0.20 A 601 0.17 A EB (2) 3,600 252 0.07 A 1,110 0.31 A Faraday Avenue College Boulevard to El Camino Real WB (2) 3,600 1,111 0.31 A 224 0.06 A Faraday Avenue EB (2) 3,600 111 0.03 A 129 0.04 A El Fuerte Street to Melrose Drive WB (2) 3,600 109 0.03 A 146 0.04 A EB (2) 3,600 350 0.10 A 63 0.02 A Melrose Drive to Business Park WB (2) 3,600 32 0.01 A 7 0.00 A EB (1) 1,800 164 0.09 A 384 0.21 A East of College Boulevard WB (1) 1,800 268 0.15 A 639 0.36 A EB (2) 3,600 345 0.10 A 987 0.27 A College Boulevard to Thunder Drive WB (1) 1,800 438 0.24 A 783 0.44 A Lake Boulevard EB (1) 1,800 314 0.17 A 751 0.42 A Lake Boulevard Thunder Drive to Sky Haven Lane WB (2) 3,600 451 0.13 A 716 0.20 A EB (2) 3,600 290 0.08 A 630 0.18 A Sky Haven Lane to Emerald Drive WB (2) 3,600 303 0.08 A 604 0.17 A NB (1) 1,800 380 0.21 A 366 0.20 A Emerald Drive to Cannon Road SB (2) 3,600 352 0.10 A 405 0.11 A EB (1) 1,800 356 0.20 A 160 0.09 A Shadowridge Drive Cannon to Longhorn WB (1) 1,800 261 0.15 A 156 0.09 A Shadowridge Drive EB (1) 1,800 203 0.11 A-113 0.06 A Longhorn to Melrose WB (1) 1,800 356 0.20 A 160 0.09 A EB (3) 5,400 986 0.18 A 1,067 0.20 A Plaza Drive College Boulevard to SR-78 Westbound Ramps WB (2) • 3,600 261 0.07 A 561 0.16 A Plaza Drive EB (2) 3,600 67 0.02 A 608 0.17 A SR-78 Westbound Ramps to Thunder Drive WB (2) 3,600 312 0.09 A 479 0.13 A 34 DRAFT Table 6 Existing Conditions Roadway Segment Analysis - Peak Hour Roadway Segments Direction Capacity Existing Roadway Segments Direction Capacity AM Peak Hour PM Peak Hour Roadway Segments (# Lanes) Capacity Volume V/C LOS Volume V/C LOS Carlsbad Village Drive Glasgow Drive to College Boulevard EB (1) 1,800 458 0.25 A 328 0.18 A Carlsbad Village Drive Glasgow Drive to College Boulevard WB (1) 1,800 300 0.17 A 417 0.23 A Thunder Drive Hacienda Drive to Lake Boulevard NB (1) 1,800 144 0.08 A 392 0.22 A Thunder Drive Hacienda Drive to Lake Boulevard SB (1) 1,800 206 0.11 A 204 0.11 A Sky Haven Sunset Drive to Lake Boulevard NB (1) 1,800 76 0.04 A 133 0.07 A Sky Haven Sunset Drive to Lake Boulevard SB (1) 1,800 170 0.09 A 115 0.06 A Emerald Drive Sunset Drive to Lake Boulevard NB (1) 1,800 123 0.07 A 155 0.09 A Emerald Drive Sunset Drive to Lake Boulevard SB (1) 1,800 82 0.05 A 146 0.08 A Sycamore Avenue East of Melrose Drive EB (1) 1,800 729 0.41 A 401 0.22 A Sycamore Avenue East of Melrose Drive WB (1) 1,800 131 0.07 A 111 0.06 A Buena Vista East of Melrose Drive EB (1) 1,800 289 0.16 A 314 0.17 A Buena Vista East of Melrose Drive WB (1) 1,800 233 0.13 A 222 0.12 A Escondido Ave Melrose Drive to Sunset Drive (Future-Vista) EB (1) 1,800 119 0.07 A 227 0.13 A Escondido Ave Melrose Drive to Sunset Drive (Future-Vista) WB (1) 1,800 177 0.10 A 170 0.09 A Sunset Drive West of Melrose Drive EB (1) 1,800 177 0.10 A 170 0.09 A Sunset Drive West of Melrose Drive WB (1) 1,800 151 0.08 A 206 0.11 A Sunset Drive East of Melrose Drive EB (1) 1,800 119 0.07 A 227 0.13 A Sunset Drive East of Melrose Drive WB (1) 1,800 177 0.10 A 170 0.09 A 35 DRAFT 2020 CONDITIONS Horizon year 2020 represents the project's opening year and includes the construction of several key roadway segments through North County. Exhibit 11 illustrates the roadway network for the year 2020 based on the City of Carlsbad Circulation Element and improvements included in the SANDAG Series 10 North County Subarea traffic model. Key roadway improvements and intersection improvements anticipated to be complete by the year 2020 include: • Extension of Melrose Drive (2010) • Extension of Faraday Avenue from Melrose Drive to El Fuerte (2010) • Extension of Faraday Avenue from El Fuerte to El Camino Real (2010) • Extension of College Boulevard from Cannon Road to El Camino Real (2010) Intersection geometric configurations for the 59 study intersections are illustrated in Exhibit 12. Analysis of the Horizon Year 2020 conditions includes the planned roadway and CIP intersection improvements in the study area. All other intersections were evaluated based on existing conditions intersection configurations and traffic control devices (stop sign, signal, etc). A total of three study scenarios were evaluated for the year 2020 conditions: • 2020 No Build - Without Cannon Road Reach 4 Extension - This scenario assumes that Cannon Reach 4 is not constructed. • 2020 With Cannon Reach 4 - This scenario evaluates the conditions as proposed in the City of Carlsbad Circulation Element. Cannon Road Reach 4 is assumed to be a four lane Major. • 2020 With Cannon Reach 4 Downgrade - This scenario assumes Cannon Road is downgraded from four lanes to two lanes through the Reach 4 section only. Average daily traffic volumes for each ofthe study scenarios are illustrated in Exhibits 13 through 15. Peak hour intersection volumes for each study scenario are illustrated in Exhibits 16 through 18. The results of the analysis are presented herein. 36 SANDAG SERIES 10 MODEL NETWORK CLASSIFICATIONS Prime Major Collector Lanes Future NOT TO SCALE 2020 Conditions Roadway Network 55-100185.001 - December 2005 EXHIBIT 11 © Vista \Nay AM/PM College Blvd. / Vista Way ® Plaza Dn r AM/PM College Blvd, / Plaza Dn ® ^o Carisbad Village Dr|o| J OVlp-;^ 4 AM/PM College Blvd, / Carlsbad Village Dn mil SR-78 EB Ramps i AM/PM ® (U 0) Lake Blvd, ovlp ® NOTE: FUTURE INTERSECTION -4- AM/PM HIV Cannon Rd. J * AM/PM •d *** College Blvd, / SR-78 EB Off-Ramp College Blvd. / Lake Blvd-Marron Rd College Blvd, / Cannon Rd. ® Vista Way ® ovlp-^ ® AM/PM OS m oo h-I a: C/3 AM/PM Tamarack (N) o V IIIV Cannon Rd, AM/PM SR-78 WB Ramps / Vista Way College Blvd, / Tamarack (N) El Camino Real / Cannon Rd, ® Plaza Dn ® AM/PM r HIV I Tamarack (8) I @ AM/PM AM/PM Cannon Rd, |o Plaza Dn / SR-78 EB Ramps College Blvd, / Tamarack (S) Faraday Ave, / Cannon Rd, 2020 Intersection Geometry 55-100185,001 EXHIBIT 12A NOTE: FUTURE 4-WAY INTERSECTION * * * V I V Cannon Rd, AM/PM Paseo Del Norte / Cannon Rd. ® Cannon Rd, i AM/PM 1-5 NB Ramps / Cannon Rd. ® V|^V Cannon Rd. r r AM/PM -5 SB Ramps / Cannon Rd. ® SR-78 AM/PM 1-5 SB Ramps / SR-78 @ ^ VV PalomarAirport Rd. AM/PM • free Q. E ra CQ CO 1-5 SB Ramps / PalomarAirport Rd. @ PalomarAirport Rd, (o AM/PM Q. E ra a: CQ 1-5 NB Ramps / PalomarAirport Rd, ® HIW PalomarAirport Rd, • ovlp r r AM/PM Paseo Del Norte / PalomarAirport Rd vi^v Poinsettia Ln, AM/PM r a. E ro Q: CQ CO 1-5 SB Ramps / Poinsettia Ln. ® Poinsettia Ln, AM/PM Hr*^r^ 1-5 NB Ramps / Poinsettia Ln, VIII SR-78 WB Ramps AM/PM s o El Camino Real / SR-78 WB Ramps lllW SR-78 EB Ramps i free-v AM/PM HI r o El Camino Real / SR-78 EB Ramps Hlivv Marron Rd, AM/PM El Camino Real / Marron Rd. 2020 Intersection Geometry 55-100185,001 EXHIBIT 12B ® r ol @ VHV VIIIVV (33) Q. > O VIIIV*- Ic f Carlsbad Village Dn > AM/PM El Camino Real /C • g ^Mi- ce o c \ ^ ^ 1 UJ < arisbad Village Dn PalomarAirport Rd.[c i AM/PM College Blvd, / Pa > CQ 0) CD 5 " 1 lomar Airport Rd, PalomarAirport Rd,|c -> r AM/PM El Camino Real / F CL O ^ o O 9: - 1 alomar Airport Rd. @ HllVp ® V|VV ^ovlp <- 1 r NOTE: FUTUf ** HV RE INTERSECTION X* -*-* r* ol o Tamarack Ave. 1 > AM/PM El Camino Real o - 1 /Tamarack Ave, PalomarAirport Rd,L ovlp-^ AM/PM Armada-Costco / F (0 o < 1 alomar Airport Rd, Faraday Ave. * AM/PM El Fuerte St. / o w ** CD (D / College Blvd, Faraday Ave. ll AM/PM El Camino Re g cn o c 1 s ro 9-o S 111 < al / Faraday Ave. PalomarAirport Rd.li i > AM/PM El Fuerte St, / Pa 3| o •d 1 1 - 1 omar Airport Rd. @ r r ® V|V r |6) VII |o o f Faraday Ave. 1^ AM/PM College Blvd, •d > CQ O) S OJ Q. o $ o I / Faraday Ave. PalomarAirport Rd,|o J AM/PM Camino Vida Roble/F o Q: i 1 ro O 'alomar/Mrport Rd. SR-78 WB Rampslo AM/PM Emerald Dn / SR Q XJ S 2 (1) Q. ^ 1 -78 WB Ramps 2020 Intersection Geometry 5S100185,001 EXHIBIT 120 IIVV SR-78-EB Ramps 1° J fir AM/PM Emerald Dn / SR-78 EB Ramps Lake Blvd, r AM/PM Thunder Dn / Lake Blvd, Lake Blvd, r AM/PM ^ Sky Haven Ln. / Lake Blvd. @ Lake Blvd. AM/PM Emerald Dn / Lake Blvd. @ Cannon Rd. AM/PM Shadowridge Dn / Cannon Rd. @ VIVV Cannon Rd HI r AM/PM Lake Dn / Cannon Rd, r r Vista Way free AM/PM CO SR-78 WB Ramps / Vista Way @ III SR-78 EB Ramps Q a) tn > o HI AM/PM Melrose Dn / SR-78 EB Ramps VIII SR-78 WB Ramps r AM/PM Vista Village Dn / SR-78 WB Ramps IIVV SR-78 EB Ramps AM/PM Vista Village Dn / SR-78 EB Ramps , . NOTE: FUTURE SIGNALIZED 14 / ; INTERSECTION HIV Escondido Ave, r* AM/PM Melrose Dn / Escondido Ave, HIV Sunset Dn I AM/PM Q 0) Melrose Dn / Sunset Dn 2020 Intersection Geometry 55-100185,001 EXHIBIT 12D VIIIVV Cannon Rd, AM/PM ^-*\Hf- Melrose Dn / Cannon Rd, Hlivv Shadowridge Dr AM/PM Q o o Melrose Dn / Shadowridge Dn V ivv PalomarAirport Rd, AM/PM ^ ovlp Business Park / Palomar Airport Rd, HIIV Buena Vista Dn NOTE: FUTURE CIP IMPROVEMENT r AM/PM VIIIVV HIW Sycamore Ave. lo r * * a. > SR-78 EB Ramps |o ovlp -y AM/PM < OJ AM/PM Melrose Dn / Buena Vista Dn Melrose Dr / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps HIIV NOTE: FUTURE CIP IMPROVEMENT r VIIIVV Longhom/Live Oak [6J AM/PM Faraday/Park Cntn AM/PM 4- VIII SR-78 WB Ramps AM/PM r r < Melrose Dn / Longhorn/Live Oak Melrose Dn / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps V V r_-^^ NOTE: FUTURE 4-WAY .^OJ INTERSECTION ****** VIIIVV Longhom Dn PalomarAirport Rd, AM/PM AM/PM ** * * Shadov\/ridge Dn / Longhorn Dr Melrose Dn / PalomarAirport Rd, 2020 Intersection Geometry 55-100185,001 EXHIBIT 12E H CO X X LU ft ® CD CvJ '^f- •>- ^ CM CO O OJ 00 o CD o o Vista V\fey 55/241-^ 98/241-'- 183/213 > AM/PM ^397/227 -.-144/283 ^279/545 ^ t r TJ 00 (Si > CD 00 CQ CM 00 IU D) 00 O a) CM T— \— o oo O College Blvd, / Vista Way ® 00 o 00 00 C3: T SR-78 EB Ramps 428/384^ 256/316> AM/PM t > CO m T- (u IT) <U o 00 O 00 CM College Blvd. / SR-78 EB Off-Ramp ® CO O T-CM CM t- o IT) in ^ Vista V\^y 90/170-^ 539/639^ 340/530^ AM/PM V 52/20 — 422/501 ^ 290/598 oo 1^ I cn t^ CD 00 IO CO O CD O) 00 00 O ^ in SR-78 WB Ramps / Vista W^y ® o CD O CO CD CM 2/39 Plaza Dn 490/639 179/450^ 22/49 > AM/PM -^247/545 ^41/130 ^ t r n CO O) CK 3- o •'^r o 5 CM-CD in o CM Plaza Dn / SR-78 EB Ramps ® CO o ^ in CM -r- o t^ oo o CM CD in CD T- T- Plaza Dn 111/100^ • 50/61 — 11/9~N^ AM/PM ^214/646 ^51/11 ^110/138 •d O CM CM > CM CD CQ ^ AM/PM ^417/188 — 179/341 ^504/448 ^ t r o CM -"^ CM CM CD in T- O CO CD CD CD CO in College Blvd, / Lake Blvd-Marron Rd ® CD CD CM CM CO in CO in CD T V AM/PM ^133/37 ^ 45/28 Tamarack (N) t r O 00 CO in ^ o 00 CM in o CM College Blvd, / Tamarack (N) ® CD CD in CD CD CD CD CD T- ^ O '-in - o ^ 143/65 — 35/10 206/59 ^ t r Tamarack (S) lo 150/50^ 19/3-* 40/13> AM/PM College Blvd, / Tamarack (S) "d 00 LO CO > in T— O in in T— 0) O) CNJ a in ~o CD O N- ® t^ CD 00 CO CM t- CD in O CM CM t- V \ 00 T— CM ^ 16/4 — 6/2 ^5/2 ^ t r in CM Carisbad Village Dn 494/344^ 1/8— 134/75^ AM/PM College Blvd, / Carisbad Village Dn CD 00 TJ > in CM CQ ^ CM ege in ege in Coll o CO ® 00 CO CM ^ ^ ^ Q o tn S CD o Cannon Rd, 159/3113^ 0/0-^ 25/95 AM/PM ^ 0/0 ^ 0/0 f 0/0 ^ t r g CO 00 o 5f r=; in 00 o 00 College Blvd. / Cannon Rd, ® in 00 in ^ o T- CD T- CD CM 00 CM CO T- CM V \ V Cannon Rd, 216/257-^ 108/402^ 157/160-> AM/PM V-53/23 —326/228 ^126/22 lj i ^ t r f\\ III CM CD oo in in v;; ^ V- CM ^ CD oo CD CD in El Camino Real / Cannon Rd, @ CM CM y O o Cannon Rd, 7/17-^ 168/929-1- 722/191 AM/PM ^2/2 —704/294 ^71/14 ^ t r CO CD CD 00 CM Faraday Ave, / Cannon Rd, 2020 No Build Intersection Volumes 55-100185,001 EXHIBIT 16A ® •r- CD O t^ CD O LO CM CM CO ^ CO CO 1- Cannon Rd, 318/68^ 1425/816— 387/213-^ AM/PM ^121/43 — 442/1301 ^ 122/98 t ^ > I r 5 O CO CD ± CM 00 CM o O 00 •<t <U T- <J) ro ^ Q. Paseo Del Norte / Cannon Rd. ® Cannon Rd, I 184/288 1199/589— AM/PM V 202/727 — 444/1012 a. E ro Q: QQ ^ 00 ^ in CO CO 00 in in 1-5 NB Ramps / Cannon Rd. ® in CD in CO CO 00 CD £2 in CM ^ CD Cannon Rd. 498/572-* 18/65^ AM/PM 366/676 V I V 1^230/590 -5 SB Ramps / Cannon Rd, ® SR-78 984/674— 151/114^ -891/1220 ^2134/2034 AM/PM ^ t^ Q. CO oo CM O CM O in CM CO CO N- -5 SB Ramps / SR-78 @ in o CM in CN CD CM t-- -r- PalomarAirport Rd, 656/929 — 98/220-^ AM/PM ^267/1041 —709/1100 CL E ro tr CQ CO 1-5 SB Ramps / PalomarAirport Rd. ® PalomarAirport Rd, 87/253^ 1402/1318— ^483/1106 -792/1870 AM/PM ^ t r CD CD in o CM i?5 CD T- CO 1-5 NB Ramps / PalomarAirport Rd, ®l CM CO O) O CD T- CM t^ CM in t^ PalomarAirport Rd 214/317-^ 2206/1174— 170/575> AM/PM ^203/226 —848/2478 ;r93/262 t r ^ t^ CM O Z CD CM Q CO CO o 'sT t- 3J CvJ CM CNJ ro Q. Paseo Del Norte / PalomarAirport Rd o r- •5- CO in ^ ^ CO T- CO CM Poinsettia Ln, 643/831 — 105/227^ AM/PM —665/685 ^506/842 Q. E ro Q: CO CO 1-5 SB Ramps / Poinsettia Ln, Poinsettia Ln, 188/198^ 647/936— ^437/230 —998/1332 AM/PM ro CO CM CM r- CD CD CO CO 1-5 NB Ramps / Poinsettia Ln. 1^ in CD 00 T- CD t^ (J) in CO T- o O SR-78 WB Ramps AM/PM ^422/795 — 5/1 ^557/651 1^ f ! O 1^ • CO in ! CM CM ; o £i! i CD CM ' v- CD i m El Camino Real / SR-78 WB Ramps o CD o 1^ in T- in SR-78 EB Ramps 450/586-^ 3/1-* 166/238-^ AM/PM ro t r O 00 CO 00 1^ oo o o CM CD CO ^ El Camino Real / SR-78 EB Ramps o o CO in CD CD O CD CM t- Marron Rd. 87/176^ 77/262— 50/188-.^ AM/PM ^368/343 — 62/130 ^111/189 CO O) CM CD 00 CO ^ So CM CD CM in 00 CO El Camino Real / Marron Rd, 2020 No Build Intersection Volumes 55-100185,001 EXHIBIT 16B 00 CO CD O t- CM CM CO oo O 00 CM Carlsbad Village Dn 146/122 71/263 — 136/98^ AM/PM ^287/157 — 231/207 f 59/23 ™^ t 00 CD CO CM r o CO o El Camino Real / Carisbad Village Dn 'O 00 CD 1^ tn o CD CN O CO CD in ^ 42/76 — 898/1827 I f 65/383 PalomarAirport Rd 830/390 ^ 1715/1126 — 65/249 AM/PM ^ t r CM CD CO r~~ o CO CD 00 CD tn T- in r-- CM College Blvd, / PalomarAirport Rd, oo 00 CD in CM in o ^ CD CM CD ^ ^ CD PalomarAirport Rd 140/418-^ 996/1800— 100/89^ AM/PM v.-1022/749 — 1286/820 473/636 o r- 00 00 in ^DSOC:: in o t-~ CD CM T- CD El Camino Real / PalomarAirport Rd, CM o CD 00 00 CM un in O 00 00 CO CO TamarackAve, 47/36-' 105/182— 285/87-> AM/PM ^24/38 — 129/185 ^348/182 g^ t r 00 in ° in CD "d" •p ^ CD O CD •r- r-- CD ! V- CM o o 00 CO CO o CO in oo CM O PalomarAirport Rd, 345/193-> 2294/1067— 139/150^ V.383/156 —1325/2102 109/275 00 00 00 CO ^ AM/PM 1^ t r g in t- •<- O CO CD T CO CM J2in^ t- CM CO CD in Faraday Ave, 11/4-^ 974/605— 47/231-^ AM/PM ^10/3 —794/746 ^80/163 1 A ^ t r 55 CM CM LO •g CD ^ El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd, El Fuerte St, / Faraday Ave, CD CM CD CD CO CD ^ O CD CD CD t- in CD ^ 725/695 — 1420/1430 /- 30/59 El Camino Real 8/41^ 1722/1407— 564/294^ AM/PM I o 00 CD T- T- CD ^ £2 O CO in CO in T- T- CD 278/652 ^ t r Faraday Ave, T- in CD CO ^ CO t- o5 o oo 00 O CD CM ^ 27/61 329/466— 205/464> AM/PM — 625/314 ^ 73/65 n 00 O LO CO CM CO CO in CM 00 o CD CM CM T- in O 00 CO £2 o CO CD T- CM t- V l> I PalomarAirport Rd,l 542/82-^ 1829/3020— 17/267--^ AM/PM ^272/47 —3010/2195 59/175 ^ t r CD CD O V- co oo CO CO o El Camino Real / College Blvd, El Camino Real / Faraday Ave, El Fuerte St, / Palomar Airport Rd, T- O CD T- CO 00 ?^ CO 00 CO in CO Faraday Ave, 61/274 197/349 — 96/213 AM/PM ^73/335 —359/932 ^227/489 CO CM CD in -t- ^ 00 CM CD CD ^ t y 00 ^ 1^ in o OM T- CD CM CO CD CO CO CO CM CO PalomarAirport Rd 114/54-^ 1256/1155 — 502/260 > AM/PM f ^188/51 —893/1176 ^180/90 CO CD T-CD T- 5i! CD CO 00 CO CO t- V I ^ t r og r^ vr CO CO in S:?M::; in 00 CO T- 00 CM SR-78 WB Ramps AM/PM V. 1294/805 -^0/0 270/613 ^ t CD t^ O CO CO O CD ^ CD CD t- t^ CD D- < College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd, Emerald Dn / SR-78 WB Ramps 2020 No Build Intersection Volumes 55-100185,001 EXHIBIT 160 'a- vr CO 2? CO o ^ CM in CD SR-78-EB Ramps 270/398 ^ 0/0 — 218/280-^ AM/PM O T- CD T-O) CO in 35 CD in CD T- Emerald Dn / SR-78 EB Ramps CD in o CD CD CD CM in CO Lake Blvd, 332/345 J 347/755 — 1/7-^ AM/PM ^65/103 — 704/432 ^1/0 ^ t r ^ 3; CO CM : o o Thunder Dr / Lake Blvd, CD CO CD CD in t- Lake Blvd, 18/24-^ 44/88 — 393/670-^ AM/PM ^ ^15/68 — 12/22 ^510/34 ^ t r CM CO CO 5; CO CO CM in CD m CM CO Sky Haven Ln, / Lake Blvd, o CD m CM r-:^ 00 CD CD ^138/117 —496/450 Lake Blvd. 39/68 377/639 ~- AM/PM Emerald Dn / Lake Blvd. @ —62/186 ^136/275 Cannon Rd, 87/122— 35/20-^ AM/PM ^ r CD O CO CD CO J:; CO CO CM Shadowridge Dn / Cannon Rd, CD •>;J- CM tn ^ ^ ^ in CO CD r- T- -"i- Cannon Rd, 204/140 150/160 — 0/0 AM/PM i ^350/288 — 80/315 f O CO CO O CM 3; Q CM 00 AM/PM CO CM o CM Melrose Dn / SR-78 EB Ramps o 00 ^ CD CD in CD CO SR-78 WB Ramps AM/PM ^620/948 — 2/3 ^499/451 ^ t CO CO CD in CM ^ CD CD Vista Village Dn / SR-78 WB Ramps CD O CO CD CD CD in I V 379/725^ 2/1 — 58/45^ AM/PM Q t r CO CD Hag CD CD Hag 5; 00 > CD ^ 00 CO CM 00 Vista Village Dn / SR-78 EB Ramps ® in CO o o CM CO CO Escondido Ave. 0/0-^ 51/45 — 26/7 AM/PM ^43/45 —43/93 ^55/110 ^ t r LO CM in CM CD CD j; ^ CO CD CO O Melrose Dr / Escondido Ave. CM o o CD 00 CD t- CM t- CM • V ^ 30/40 — 22/34 f 76/86 Sunset Dn I 54/39-^ 25/65— 140/86^ AM/PM ^ t in CM CO CD CM :;:r in s:; 00 CM CO •5- 00 o Melrose Dn / Sunset Dn 2020 No Build Intersection Volumes 55-100185,001 EXHIBIT 16D CO CM o5 in is CM CO LO Cannon Rd, 262/217-^ 14/3— 585/489^ AM/PM ^5/10 — 2/3 fill ^ f r ,^ 00 CD 00 Q 00 O ^ <D in CD t/i s o CO CO CO CO Melrose Dn / Cannon Rd. CD o CD O 00 ^ ti: 5° CD in CD •<:- CD 00 ^- T- CO Shadow^ridge Dr 42/57 > 231/122 — 221/79 AM/PM ^347/443 — 271/155 ^280/168 ^ t r o in in T- in CD CM CO CO in s:; CM CD in CD CM Melrose Dn / Shadowridge Dn CM oo O CM T- O T- 5; CO 00 in CM t- ^ T- PalomarAirport Rd. 952/1375^ 792/1486 — 14/47 AM/PM ^545/218 — 1525/906 ^4/16 ^ t r CO in CD CM CO ^ a5 CD CD Business Park/Palomar Airport Rd, CO oo 00 CO tn V- in O CO CO CD CM CSI V Buena Vista Dn 165/399^ 58/48— 87/405-^ AM/PM ^ 62/66 — 56/83 ^284/331 ^ t r ,CO CM ^ Q CM CO ^ CJCJ CD V- § CM ^ CD J= T- CO CO CM CO T-S CD OO CO T- CO - ^ CO t: 00 CM in CO r--'vj- t- oo Sycamore Ave, 34/87 79/120 — 71/144--^ AM/PM 212/603 51/126 1066/671 (58) S CO CD 'cr CD in 00 \ V 1 ^ t r O CO 00 CM 00 r- T- CO CD 00 CD CM CD SR-78 EB Ramps 385/466-^ 2/0— 952/449^ AM/PM t r 00 CM O ^ CO ^ t^ QO in T- CD 00 Melrose Dn / Buena Vista Dn Melrose Dn / Sycamore Ave. Sycamore Ave. / SR-78 EB Ramps CM CO CO T- in CD CM t-CM CM 00 K CD CO CD 00 t- T- t- CM V \ V Longhom/Live Oak 389/222 80/40 — 149/108--^ AM/PM ^165/55 — 118/50 y-66/13 ^ CD CO in Q CM •"^ CO o Cvl CD ^ S?5:^ ra CD 00 5 T- CD CD CD CO CO in T- 00 CD 00 t- CM in t- T- CO Faraday/Park Cntn 521/1014-^ 329/95— 299/135> AM/PM 7/70 I —209/400 90/553 ^ o in T-5 a? CM in CM CM CO T- ^ f ra CD CD o ra CM t- s:; in CO CD CM CO ^ CD SR-78 WB Ramps I AM/PM ^257/497 —0/4 ^890/670 ^ t CD in o CM O • CD ra Melrose Dn / Longhorn/Live Oak Melrose Dn / Faraday / Park Center Sycamore Ave. / SR-78 WB Ramps t^ CO CO t- ra ^121/30 — 61/165 CD CD r- in ra CD o V- O) CO T- CO ra ra • V Longhom Dr 236/78 > 120/82— ^303/198 —1611/1374 -245/620 AM/PM PalomarAirport Rd, 846/469 1140/1390 — 157/245-> AM/PM •"^ ra CM in CM CD CM o ro CD CD in Shadowridge Dr / Longhorn Dn Melrose Dn / PalomarAirport Rd, 2020 No Build Intersection Volumes 55-100185,001 EXHIBIT 16E ® o ro o o CM 't- o ra ^ ooo T- T- CD J \ V Vista Way 50/260^ 90/300— 170/340> AM/PM Moo/230 —140/300 ^200/400 r -6 OOO > CD N- CD CQ CM CO r-- o, OOO C) t- T- LO o CM r^ o College Blvd, / Vista Way o o o in o O T- CM O CO o in CO Plaza Dn 110/100^ 50/60-,. 10/10- AM/PM ^210/600 — 50/10 f 80/30 ^ f r o o CM O CM O O O ^j- ^ t- ^ o o in tn t- CD College Blvd, / Plaza Dn ® CD t^ ra CD •5- in T;; in CD ^ ^ ^ CD CVJ o o Carisbad Village Dn 462/300-^ 1/7— 151/69^ AM/PM ^15/4 — 5/2 ^5/2 ^ t r CO in in 2 CD CM ^ CO ra t- College Blvd, / Carisbad Village Dn ® o CM O in CM T SR-78 EB Ramps 440/390 ^ 250/320 CO in CM in in CO T;; CO ra CO CO CD CM CD ra eg CM AM/PM V I V 1 o o CO o O O CO CM Lake Blvd, 356/576--' 173/336— 65/194-^^ AM/PM ^452/248 — 178/372 ^504/336 ® CD 1^ CO CD CM CD ra ?=ra£^ CO CO CO ^ t r o ra CM CM t^ V- ro T- S) CO T- ro CD T- CM Cannon Rd, 210/180-' 384/482— 22/87^ 1 ^35/44 — 503/502 ^487/528 AM/PM CM CO CO 1^ CD CD CO ^ CM O CD in College Blvd, / SR-78 EB Off-Ramp College Blvd, / Lake Blvd-Marron Rd College Blvd. / Cannon Rd. ® o o t- r^ CD T;; OOO CO I vl Vista V\fey 90/170-> 470/610— 340/530 AM/PM ^50/20 —340/480 ^210/390 ® CO ro o CM CO ^MiG in CO in ro Q. E (0 m oo CO ^ t r ooo in CD CD SSoo o in in CD T- co @ f AM/PM 133/37 45/28 Tamarack (N) ro CO CM in CO >; CO CD CD T- CD o ro CD CM ra CO CO V CO CM CD ra Cannon Rd. 209/247-^ 275/613— 144/128^ AM/PM ^121/172 —497/475 ^254/13 CM t- T-ra CO in 1:; ^ s:; ra ra CD in SR-78 WB Ramps / Vista Way College Blvd. / Tamarack (N) El Camino Real / Cannon Rd, ® o o ^ CD T-O O O ^ CO V I V 1 Plaza Dn ^10/40 —240/480 ^40/130 ® J 490/630 180/400— 20/50^ AM/PM CO ra CO in J CM in I ra CD ^ t r OOO 1- in o Cios: o T- o in CM Tamarack (S) 152/50^ 19/3— 40/13-^ AM/PM ^149/64 — 35/10 ^206/59 ® CM CM O O ^ t ra in in CM SZ ra in r O CM in Cannon Rd, 7/17-^ 307/1092— 720/192-^ AM/PM ^2/2 — 858/495 ^ f r < CO >• ^ •g CD m 1^ CD CM Plaza Dn / SR-78 EB Ramps College Blvd, / Tamarack (S) Faraday Ave, / Cannon Rd. 2020 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 17A ® in CO tn ra t- in CM CM ^ o5 CO CO T- Cannon Rd, 308/67-^ 1524/896— 379/208^ AM/PM ^133/45 —534/1459 ^122/98 !^ t r ! in ra CD • o ro CM i t2 ra Cli , "si- ra ^ > CO t- CD Paseo Del Norte / Cannon Rd, ® Cannon Rd, 153/291^ 1280/633— AM/PM ^192/703 —539/1167 t r CM CM ra CD ro CO in in 1-5 NB Ramps / Cannon Rd, ® CD in CO ra ro ra £2 in CM CD Cannon Rd, 501/602— 18/64-^ AM/PM -382/711 J I V l;r244/591 1-5 SB Ramps / Cannon Rd, @ SR-78 989/636 — 151/108 — 898/1228 ^2076/1938 AM/PM CO CM CM T- ^ in CM o CM in CO -5 SB Ramps / SR-78 ® CD CD CO t^ CO ro ra o CM r-- V- o o PalomarAirport Rd, 642/929— 110/219^ ^267/1041 —670/1085 AM/PM 1-5 SB Ramps / PalomarAirport Rd. @ PalomarAirport Rd. 78/250^ 1402/1322— AM/PM ^86/1091 —789/1840 ^ t r o ro CM ra ra C2C CM 5 ^ OT ^ OT ra "? T- CO 1-5 NB Ramps / PalomarAirport Rd, ®, 'ra OT CM CO ra CM ra Ci o in t- r-- t- PalomarAirport Rd, 214/316^ 2218/1208 — 169/577 > AM/PM ^184/225 —740/2438 ^97/266 t r CM in CM ra Ci ^ JH ^ 00 pi in in CM CO CM CM Paseo Del Norte / PalomarAirport Rd in ra CO ra CO ra i?5 CO ^ CO CO CM -724/573 V I V 1^507/964 Poinsettia Ln, 1° 624/813— 105/225-->^ AM/PM -5 SB Ramps / Poinsettia Ln, Poinsettia Ln, 183/208 632/905 ^432/221 — 1039/1348 .J AM/PM ^ t r Rmapi o CM CM Rmapi o CM O CO CD CQ CM ^ z OT OT ra 1-5 NB Ramps / Poinsettia Ln, OT CM ra ra OT T-S:ra o ra CM in SR-78 WB Ramps AM/PM ^434/791 — 5/1 ^556/615 "ra f ~ ra CO in ro o CM t^ ra ra CM El Camino Real / SR-78 EB Ramps o o Cvl OT ra Marron Rd. 88/172^ 70/259— 50/194-^ AM/PM ^361/340 —59/127 ^111/180 ^ t r ra CN o CD ra ra ^ ^ ro CM ra CM ra o CO El Camino Real / Marron Rd. 2020 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 17B o CM ?i o in Csl CO CO ra CM Carlsbad Village Dn 143/122 > i ^269/156 — 220/213 ^ 59/23 70/250 140/80 AM/PM ra in o ra o ra ^i:::ra CM J; in in El Camino Real / Carisbad Village Dn OT CO CM CM o t^ OT LO o in ^42/76 —903/1788 I ^61/319 PalomarAirport Rd 945/384-^ 1774/1126— 65/237^ AM/PM ^ t r CM ra ^ in CO o o CM ra ra T-CM ra CM College Blvd, / PalomarAirport Rd, OT ro ^ OT ra T- o in o ^ OT ro T-ra • V PalomarAirport Rd, 144/458^ 999/1763— 103/89^ AM/PM Moo 1/675 —1261/725 ^449/623 o ^ f r ro CO ro 1^ ra CM ^ so C; in CO CM CO CM in El Camino Real / PalomarAirport Rd, in o C^ CN 00 OT ro ra CM -t- CO TamarackAve, 44/36 95/173 — 317/102 AM/PM M4/39 —124/179 ^360/191 ra 1^ co o ra X- in 00 3^ in in OT ^ t o o ra OT CM ^- tn ra 5;; CO Ji; CM CM in 1^ 1- o o PalomarAirport Rd. 358/222-^ 2306/1071 — 139/150--^ V-369/146 —1202/2073 I 106/274 AM/PM 1^ t r CM O CO OT £2 io Ci o CM in OT in OT ra ra ^ CM in V \ V Faraday Ave. 11/4^ 862/471 — 50/231^ AM/PM ^9/3 —530/684 ^75/105 ^ t r CN CM CM 00 OT ra El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd. El Fuerte St, / Faraday Ave. CD OT OT in ra OT in CD OT ro o ra 1^ ra M49/768 —1439/1371 30/59 CO CO ra o t- ^ CD £2 i< ra ra ra CO ro El Camino Real 8/40-^ 1726/1351 — 659/281^ AM/PM i J ( ro ^ t r > ra in t^ OQ ra ro ?i S" o ra ra "5 ° o CO in Faraday Ave. J 2911 \ 292/406-* 202/504> AM/PM ^250/622 — 524/284 ^66/65 CO T- CM CM OT t^ T- CO ^ ra eg CM CM ra ra ra CM CO :^5:in ra OT ra T- in OT PalomarAirport Rd 548/83^ 1723/2920— 47/458^ AM/PM 1 ^409/47 —2782/2039 ^58//169 t- OT CM in 5; T- ^ OT ^ o CO ro CO CO El Camino Real / College Blvd, El Camino Real / Faraday Ave. El Fuerte St / PalomarAirport Rd. o ra CO ra in OT i?5 ^82/367 —325/392 I ^205/443 Faraday Ave. 66/253-^ 479/349— 98/211-^^ AM/PM CO CM t^ in •5- CO ra OT CM CO ra ^ t r ra ra o in OT T- (U CD CM in ro o CO r--- T- O CM CQ PalomarAirport Rd 114/54-^ 1268/1146— 512/262> AM/PM ^176/49 — 899/1079 ^182/89 CM ro CO ro ra o CM ^ f o r ra t-CM CO in s:rai: ra CO ro CM ro CM SR-78 WB Ramps AM/PM V 805/1300 — 0/5 If 272/616 ^ t T- OT o ra CO o ra T- ra ra College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd. Emerald Dn / SR-78 WB Ramps 2030 With Cannon Reach 4 Intersection Volumes 5^100185,001 EXHIBIT 17C in ra t- in ro CD 5) in CO in ra 1^ SR-78-EB Ramps I 271/387^ 0/0— 228/235-^ AM/PM t r ^ t^ o OT CO O ^ OT in in T- Emerald Dn / SR-78 EB Ramps CO o OT in CM in CO Lake Blvd, 287/325 264/775 — 1/7^ I ^78/103 —649/432 ^1/0 AM/PM ^ t t^ ^ CO CM <u Thunder Dn / Lake Blvd, T- ^ ro£2£i in T- ro Lake Blvd. 44/88 ^ 308/670 — 15/68-^ AM/PM ^ '^12/22 —526/364 12/34 ^ t r CM ra CO 5 CO CO ra ra ra CM CO Sky Haven Ln. / Lake Blvd. @ ra o in CM 2 ra CO ^ E ^102/117 —496/450 Lake Blvd, 27/32-^ 304/639— AM/PM Emerald Dn / Lake Blvd, @ —725/887 ^136/248 Cannon Rd, 735/765— 35/137^ AM/PM OT O CO ra o •5- ra CM Shadowridge Dn / Cannon Rd. t^ CO ra O 3;; ^ in OT o ra CO V- CO Cannon Rd, 107/50-^ 779/754— 0/0^ i ^354/426 —706/943 ^22/195 AM/PM o o . oCi£2 Q OT r-„ CD in ro Lake Dn / Cannon Rd, Vista Way 358/692 — 28/21 -> AM/PM — 494/471 ^ 639/973 SR-78 WB Ramps / Vista Way @ o ra in ^— o ra ra 1 SR-78 EB Ramps 231/357-^ 0/0 — 437/338 > AM/PM OT CO OT CM ra CM Melrose Dn / SR-78 EB Ramps OT ra CM CO •>;i- ra 00 ?i ra o ra OT SR-78 WB Ramps AM/PM ^620/946 —2/3 ^503/437 ^ t ro CO in r- CM CO CO ra Vista Village Dr / SR-78 WB Ramps ro in OT ra t: Si CD ^ T- OT ro in SR-78 EB Ramps 342/730-^ 2/1 — 54/47^ AM/PM Vista Village Dn / SR-78 EB Ramps Q t r 0) D) O OT ra OT ro > 3; 00 ra CO CD OJ OT CM > CM ro @ o o in ra ra£2 CO in Escondido Ave. 0/0-' 44/36— 29/8^ AM/PM ^39/44 — 35/67 ^283/306 ^ t r CM ra LO CO ^ pi in ra CO CM Melrose Dn / Escondido Ave, in ra ro in in in ra OT Sunset Dn 49/36 ^ 25/65 — 187/238^ AM/PM ^30/50 —22/34 ^76/86 ^ t r CO ra T- CO LO OT T- ra o CO T- CO ra ra Melrose Dn / Sunset Dn 2020 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 17D O CO SOiB CM CM in ra r- CD in V I V 1 Cannon Rd. 702/716-^ 14/4— 615/545> AM/PM ^4/10 —3/5 ^6/7 ^ t r o CO r--i CM ra 55 CM "-^ pi ^ ; CM o Melrose Dn / Cannon Rd, OT CM CO ra ra t- li: pi SS OT CO CM T- T;!- CO t- ^ J I V Shadowridge Dn 42/57-> 231/122— 215/79-^ AM/PM ^1381/495 —271/168 ^266/144 ^ t r ra o in ra ra T- V- CO in j;; o OT OT OT CM O Melrose Dn / Shadowridge Dn ra O CO T- o V- 5; LO ra in 1-•C- T- PalomarAirport Rd, 959/1366^ 807/1485— 14/47^ AM/PM ^552/209 —1517/873 4/16 ra Q. t r CO Ln ra CM CO OT ra •>-ra T- Business Park/Palomar Airport Rd, r^ r-- ra CO ra T- in Ci ^ o ra CO CO in CM CM t- V- ^ 62/66 1—83/56 ^218/249 Buena Vista Dn 165/430^ 58/48 — 82/375-^ AM/PM o li? ra o ^£2 OT ra o ra ra ^ t , Tf in i r^ , CM in r CM i.,. ra OT OT CO T- in T- Sycamore Ave, 34/86 ^ 78/120 — 71/143-> AM/PM ^205/594 — 51/120 ^1107/973 ^ t r ra CM CO in ra OT CM CO a5 ra ra ro o OT a5 SR-78 EB Ramps 387/465^ 2/0— 931/449 AM/PM t r < ro C) T— t— 0 ra OT 1 ^ CM o OT ra ^^ra Melrose Dn / Buena Vista Dn Melrose Dn / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps ® ra CO CO ra in ra V- T- O CO OT T- t- CM Longhom/Live Oak 389/222 ^ 80/40 — 140/105--^ AM/PM V. 167/50 —118/50 66/13 in CM o r-in -r- ra in in ra o t- in T- T- CO ^ t o OT CM CM CO OT in t- OT CM r in CO ra ro Faraday/Park Cntn 477/885-^ 253/95— 317/131-^ V. 7/125 —152/285 47/387 ra CO o in t-3; CM CM CM CO V J \ V-259/495 —0/4 ^892/676 AM/PM ^ t r ^ o in o Q CO O CO W T— ^ o — ra CM CM CM 1^ SR-78 WB Ramps I AM/PM ^ t CO t- 1^ CM ti CO ^ CM CO •<;t ra ra Melrose Dn / Longhorn/Live Oak Melrose Dn / Faraday / Park Center Sycamore Ave. / SR-78 WB Ramps ra ge Dn 1 oo/ 91/3 % o ^ 133/33 ro SI CO — 67/235 ra o ro CO in o T- CO in CN ro in CM ra CO i V 1 Longhom Dn 260/86-' 227/90— 215/234 AM/PM PalomarAirport Rd, 727/356 ^ 1083/1400-^ 158/232 AM/PM -^1694/1299 ^254/609 ^ t ^ ra CM in -"cr CM 00 CM O CM CM in OT o in ra in Shadowridge Dn / Longhorn Dn Melrose Dn / PalomarAirport Rd, 2020 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 17E ® i ra ra •r- C2ra OT ^ in o o in T- ra Vista Way 55/245^ 98/283— 783/208 AM/PM V-397/231 — 144/301 279/406 ^ t r OT OT CO in ra CM ra t:-ii^ li? T- t^ in CM ra t^ College Blvd, / Vista \Afey OT ra ro o T- T- t:;^MJ: o in 1^ in t^ CM t- T- OT Plaza Dn 110/100-^ 50/60^ 10/10~>^ AM/PM ^201/600 — 50/10 ^81/132 ^ f /- o CN O CM O CD CM OT OT CO College Blvd, / Plaza Dn o CM o O CM ra T- ra ra SI; 'c- OT T- Carisbad Village Dn 469/299^ 1/7— 147/79^ AM/PM 15/4 —5/2 /'5/2 CQ ^ f r o LO in ro CO T- ro '•^ CM ^ in CM £ College Blvd, / Carisbad Village Dn ® ro o ro OT ra CM T ® ra ra in CM in ra •5- CO CO pi^ ra o ra CM CO ra CM SR-78 EB Ramps la 451/397^ 250/321 > AM/PM t ra ra ra OT Lake,Blvd, M41/247 —180/327 ^437/348 ® in OT ^ o o CM CO ra CO CM CO 1^ J 359/576 177/338— 66/195^ AM/PM t^ CM pi , . CM ^ t r t^ 1^ O CM CM CO ^ £2 ^ ro o OT V- ra V- CM Cannon Rd, 146/173-' 329/418— 23/90^ 24/32 —436/443 ^418/434 AM/PM ^ t r CO ra CM CO o in i?5 £2 y2 ra ra ro OT CO College Blvd, / SR-78 EB Off-Ramp College Blvd, / Lake Blvd-Marron Rd College Blvd, / Cannon Rd, ® ra o o h-- ^ o in ro ^d- CM Vista Way 90/170^ 474/612 — 340/530 > AM/PM ^50/20 — 344/482 ^ 306/593 ® o CM CO x^ CO CM ra T V Q. ^ t ® CQ OD I CO ra ro ro LO ra ra SS o^ CO in to CD t-co AM/PM ^133/37 ^45/28 Tamarack (N) r--in ro ro t- in Clro:^ CM ra in CM ra CM CO T- r T- CO ro in r-~ CM in ro Cannon Rd, 200/248-' 258/558— 145/130^ AM/PM ^109/145 —460421 ^241/13 ™ ^ t ra CM CM ra •'t in ^ ^ in s; CM ro T- OT ra SR-78 WB Ramps / Vista Way College Blvd. / Tamarack (N) El Camino Real / Cannon Rd. ® o ra o o co ra ra Plaza Dn 490/621 ^5/40 — 232/482 ^41/130 ® ra ra ra in ra ra r- a5 CO 1^ ra ro 179/387— 20/49^ AM/PM ^ t r ,„ o o o 2. T- in o 2 o^o m CM Tamarack (S) 153/50^ 19/3— 40/13--^ AM/PM ^ 149/65 — 35/10 ^201/62 ^ f r d ra ra ^ > in o ® CM O CM ^ O CQ O 0) OJ CM J!i; in in "o in O in X— Cannon Rd. 7/17-^ 283/1040 — 722/192^ AM/PM ^2/2 ^826/451 ^71/15 ^ f r CO CO ra ra ro CM Plaza Dn / SR-78 EB Ramps College Blvd, / Tamarack (S) Faraday Ave, / Cannon Rd, 2020 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 18A 55-100185,001 ® ro CO CM in ra t-in CM CM CN ^ 00 CO CO Cannon Rd, 308/67-^ 1519/866-* 379/207> AM/PM V-I 33/45 —504/1421 ^122/98 t r ra ra OT o ra CM !5 CD Ci ro -"t CO OT Paseo Del Norte / Cannon Rd, ® Cannon Rd, 156/291^ 1275/604— AM/PM ^192/703 — 508/1130 ,^ t r Q. E ra Q: CQ t CO ra t^ ro CO to in 1-5 NB Ramps / Cannon Rd. ® o in ra t- CO OT CO CM Tt OT V I V 1 Cannon Rd, 437/548 — 34/64^ AM/PM -323/577 209/571 1-5 SB Ramps / Cannon Rd. ® SR-78 989/675 — 150/115-^ -898/1228 2095/1946 AM/PM Q. CO CM 55 CM T- in CM Q: O m CM CO lo CO -J. r^ 1-5 SB Ramps / SR-78 @ Cvl CO Tt o t^ r-- o ra CO 5 o ^267/1041 —665/1081 AM/PM PalomarAirport Rd, 1° 639/928 — 109/219-^^ Q. E ro Qi CQ CO 1-5 SB Ramps / PalomarAirport Rd. PalomarAirport Rd, ^479/1091 ^784/1837 81/249 1392/1323- J AM/PM ^ t r ra t- Cvl CL CM CQ lO Z OT CD ra CO 1-5 NB Ramps / PalomarAirport Rd. ® 'ra to T- ro CM CO ra CM CM " ra o t^ in 1- ^185/226 —728/2437 ^95/268 PalomarAirport Rd, 214/316^ 2204/1193— 169/577> AM/PM CO CM CM ra CM C! ^ ^ CO ro Tt tn in t- CO CM CM Paseo Del Norte / PalomarAirport Rd o Tt ra T- CO OT tn CO CO CO CM -730/572 J \ V I ^506/943 Poinsettia Ln, 1^ 623/843— 108/215-^ AM/PM -5 SB Ramps / Poinsettia Ln, Poinsettia Ln. ^432/222 —1044/1326 185/208 630/935 J AM/PM ^ t r o CM CM OT CM ro ^ CO CO CM ra 1-5 NB Ramps / Poinsettia Ln, ra CO ra ra OT T- 5 L?5 t^ ra CO in SR-78 WB Ramps AM/PM V 435/795 —5/1 ^555/621 ro^ t O ra ra CM TT CM CM inCi ra ir-T- ra in El Camino Real / SR-78 WB Ramps ra CM t^ t-- ra ra O OT in T-tn SR-78 EB Ramps 451/588^ 3/1 — 165/240> AM/PM ra t r in ro CM ra ro o CO OT CM TT El Camino Real / SR-78 EB Ramps OT CO OT T- 2 ra s:; t^ OT o OT CM 1^ ra o Marron Rd. lo 87/172^ 70/260 — 50/193^ AM/PM ^364/339 —60/126 ^111/180 ra CO OT ra ra in ^^^iOT CM ra CM CM Tt CO El Camino Real / Marron Rd. par 2020 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 18B 55-100185,001 CO CM CO CO CD r- T- £2 t^ Tf Tt o ro CM Carlsbad Village Dn 145/122 70/255 — 137/104 > AM/PM ^270/155 — 222/213 ^ 59/24 g^ t r o t^ ro Tt in ra o T— pi Tt o o CO pi El Camino Real / Carisbad Village Dn ra OT in ro CM ra ra o Tt T- o o in V 42/76 ^881/1791 62/312 PalomarAirport Rd, 902/415-^ 1751/1117— 65/245-> AM/PM o ^ t r CO ra CO LO CO CM OT Tt CO ra T- CM ra CM College Blvd, / PalomarAirport Rd, ra CM ro T- o in t- T- CM O CM ra ra T-Tt ra PalomarAirport Rd. 143/441-^ 990/1764— 103/89^ AM/PM 1007/687 —1244/727 ^475/635 ^ t T- t^ 1^ ra o Tt t^ Tt _ . in Tt tn ra OT T- in El Camino Real / PalomarAirport Rd, CM CM CM TO OT t^ -iL o ro ra CO T- CO Tamarack Ave, 44/36^ 98/172— 313/101^ AM/PM ^23/38 — 127/177 ^360/182 OT CO o CO T- in ro 5; in ra Tt OT ^ t r CM ra ra 1^ Tt in ra ^ ?5 CM ra T- CO o PalomarAirport Rd 345/205-^ 2292/1071 — 139/150^ AM/PM i ^368/147 —1190/2070 ^106/274 OT ra ^ CM ^ 1^ t r OJ o C? ra ro CD CM in Era in Tt TT o CO OT Tt ^D S^ Faraday Ave, 11/4 ^ 879/473 — 41/231 AM/PM ^9/3 — 546/702 I ^76/106 o CM ra CM CM CM ra OT lO El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd El Fuerte St. / Faraday Ave, CD 05 O OT ra in CD o o in ra V ^736/748 — 1418/1387 ^31/58 CM CO ra o CO T- Tt OT CO El Camino Real I 8/40-^ 17271367— 645/285-v^ AM/PM in CM CM ra CO OT T- T- ra ^ t r OT ra ra OT ra S: CiPi: CM ra ra OT CM Tt Faraday Ave. 30/71 295/407— 203/507 AM/PM ^264/638 — 534/284 ^63/65 V- O ro ra Tt ^ £2 T^ CD in o ra CM T- .Mr o; CO ^ CD ra CO £ ro E o JH ra OT ra T— o r-- o OT UJ PalomarAirport Rd, 542/83-^ 1783/2946— 17/438> AM/PM ^422/47 —2806/2064 ^62/169 CM OT t^ lO Tt T- co ra s; O CO CM Tt CO CO El Camino Real / College Blvd, El Camino Real / Faraday Ave, El Fuerte St, / PalomarAirport Rd, Tt CM T- t^ OT T- ra TO CO ra ra t^ CO CO ra Tt Faraday Ave, li 66/252-^ 192/369— 98/212^ AM/PM V 83/365 ^324/389 ^206/444 ra in ra ra ra CM o Tt ra ^ t i^ r-. Tt T-in CM T-T^ CM CO CD 00 ra CM T- CM N- Tt PalomarAirport Rd 114/54^ 1260/1135— 495/264 AM/PM ^177/49 —875/1079 ^183/89 ra ra Tt T- OT T-Ci^ CN O ra CM 1 ^805/1307 — 0/5 272/622 ^ t r ro t^ T- ra to s:ros: CM ra ro ra T- ro CM SR-78 WB RampsloJ 2 CL AM/PM ^ t o o ra oJ ra r-o pi ro ra College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd. Emerald Dn / SR-78 WB Ramps 2020 With Cannon Reach 4 Downgrade Intersection Volumes 55-100185,001 EXHIBIT 180 — 637/918 757/666 Bl @ — 612/741 ^129/211 @ CM Tt ^ ra ra li? ro o ra ro ^622/951 — 2/3 ^502/437 SR-78-EB Ramps L 280/397^ 0/0— 228/217-^ AM/PM Emerald Dn / £ % t r Q ra o TJ CO » S2£2 5 S ra ra a E o ra ^ lu CD 1 5R-78 EB Ramps Cannon Rd. 574/716— 52/111-^ AM/PM Shadowridge C % CM ra •n ra TT o CM ^ S "S ro t^ 9; ro SI Tt ^ CO CM < )n / Cannon Rd, SR-78 WB Ramps tc AM/PM Vista Village Dn / = At g, ra ra ro^ ra ra CM ^ 2 •S CO S: > ra 5 ra < SR-78 WB Ramps ra Tt ra C^ f\l ^ o Ci ra CM T- ra ^78/60 — 642/392 ^1/0 ® . ro t^ o ra o in ^ ^ o r^ o T-ra 1- ^341/288 — 596/315 ^23/225 ® oo o ra Tt ^ in r- ro ra ra ^1 D] 3^ Lake Blvd. I< 290/264 -' 275/677 — 1/7-^ AM/PM Thunder Dn ^ ^ t r Tt ra CM e ^oo 1 1 / Lake Blvd, Cannon Rd, |c 194/163-^ 624/706 — 3/0 > AM/PM Lake Dn/( ^ ^ f r o T- ra oCi£2 Q o o 0, o ra s .i: T— T— Q. < i^annon Rd, SR-78 EB Rampsk 353/749-^ 2/1 — 54/43-^^ AM/PM Vista Village Dn / 1 t r S, ro I I §^ i ra ra s > < SR-78 EB Ramps (§) Tt t^ T- Tt ^N£2£^ ra T- ra ^V_l2/22 —444/369 ^12/32 ® |( — 471/494 ^971/645 3] @ 5 ^—' ra ? £2 5 ra o5 ^42/44 —36/69 ^256/275 Lake Blvd. 34/94 319/578 — 16/68-^^ AM/PM ^ Sky Haven L \ r c CM ra ra g Tt CO CO :? ra ^ CD 5 t, Tt CM ra g ^ 1 n, / Lake Blvd, Vista Way l< 358/692 — 28/19 AM/PM SR-78 WB Ra 3] OJ Q. E ro CL CQ 1 i CO Tips / Vista Way Escondido Ave, 0/0-^ 45/38 — 29/7 AM/PM . Melrose Dn / E ^ t r . ra Tt Q CM ra Tt 8 ^ ro s •s^ ra Q. % T- Tt i ^ CM < scbndido Ave, ra ^ rara ^ ra CM 2 ro Tt aj ra ro E "ir ^108/107 ^58/397 @ 1 in t^ ra r— c @ V) ^— CD 35 ^ t: 9? CM Tt ra CM T- CM ^30/40 —22/34 ^76/86 Lake Blvd. 29/33^ 314/582— s Q. AM/PM < Emerald Dn / Lake Blvd. SR-78 EB Rampsic 238/366 0/0— 437/312-^ AM/PM Melrose Dn / S J t Q CM OJ ro OJ T— o S — Tt Q- <1J „ ^ ^ ro s CM < =5-78 EB Ramps Sunset Dr k 50/34^ 25/65— 140/86-> AM/PM Melrose Dn Mr ra T-CM ro ro Q T- ra ;^ w in ^i; ra _ s CM ro f ai T- ra &: S CM 5 / Sunset Dn 2020 Wth Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 18D 55-100185,001 Tt ra ra ra ra ra CD ra Cannon Rd. 564/662^ 15/4— 646/579^ ^4/9 — 3/4 ^6/6 AM/PM ^ f r ^ CM Tt Q ra ra ^ ^ 381/482 AM/PM —269/143 264/133 ^ t r ^ Tt o ro Q in CM ra 0, CM CO 8 TT J:; ra i= ra ro ra Melrose Dn / Shadowridge Dn ro Tt O CM T- o T- ra ro ra PalomarAirport Rd. 951/1366-^ 797/1473— 14/47-^ AM/PM ^544/207 —1527/877 ^14/47 :^ t r ^ ra ra ra OJ Ci £2 S ro ra t- c CD T- Business Park / Palomar Airport Rd, ra ra ra ra T- ra ro CM ra Tt ra CM CM T- T- ^ 76/86 — 82/56 f 225/275 Buena Vista Dr, 170/424 58/48— I ro CD in Tt ra ro o ^ T- Tt o£2 ra CM T- ro T- ra \ V 82/380 AM/PM -^ t r . ra o Tt Q T- ro Tt ojCi ^ s: gTt ^ ra i= ro Tt ra ^T- Tf T- ^ ra Sycamore Ave, I 33/87-^ 78/120— 71/144> AM/PM V198/586 ^51/120 ^1110/985 ^ f r CM ra ra ^ £2 CM CD ra ra 1 V o ra ra o o ro ?5 t^ SR-78 EB Ramps 388/466^ 2/0— 936/450-^ AM/PM t r o ra o T-ra ro ra ra CM ra ro Melrose Dn / Buena Vista Dn Melrose Dn / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps @ r--ro ra ro ro T- CM Tt o CM Tt CM CM CD CM Longhom/Live Oak 396/228-^ 80/40— 143/104-^ AM/PM ^166/50 — 117/49 y 64/12 ^ t r Tt t^ ra t; CM ra ra » Ci'^ ra » ^ ra 2 ra ra 0) -r- ro 2 ra Tt o ra CM r--ra T- ra ?=ra!5 ra ^- ro o r- ra Faraday/Park Cntn 477/883 ^ 265/95 — 321/135-^ AM/PM fl V. 7/124 —156/288 ^46/388 ro ra ra o ra T- S;ra T- CM CM CM ra T- , r O CM O ra Tt ra i: in Tt ^ t^ Tt Tt CM CM T-ro SR-78 WB Ramps AM/PM ^259/498 —0/4 ^893/665 ^ t CM Tt o t: ra ^ CM ro Tt ra ra Melrose Dn / Lohghorn/Live Oak Melrose Dn / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps ro Tt ge Dn 104/ 91/3 dowrid ^133/33 ra .c CO ^63/239 CO o Tt ra o 1^ ra ra ro o ro CM ra ra t ra Longhom Dn 260/105^ 227/82— AM/PM PalomarAirport Rd, 790/384^ 1130//1380— 160/244-^^ AM/PM ^214/230 —1701/1306 ^234/607 ^ t ^ Tt 1^ T- CM OT Tt CM ra CM CM CN Tt CM O ra t^ ra Shadowridge Dn / Longhorn Dn Melrose Dn / PalomarAirport Rd, 2020 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 18E 55-100185,001 DRAFT Post-processing of Intersection Data Post-processing is the method of converting horizon year traffic nnodel average daily traffic volunnes to peak hour intersection turning movement volumes. Several methods are available to make this determination. SANDAG has the ability to determine how traffic was assigned on the roadway network for each of the peak hours through the modeling process. This method is typically called "saving turns". Data regarding the inbound and outbound node for each intersection is saved in a database. By breaking down the database, individual turning movements for each ofthe peak hours can be determined directly from the traffic model. Using the data saved in the turn's database, RBF Consulting compared the 2020 No Build conditions to the existing conditions data collected specifically for this study. If reasonable growth was calculated to occur between the year 2004 and 2020, then the traffic model numbers were left unadjusted. Where reasonable growth was not forecast to occur, in other words a less than 6 percent increase in traffic, then the model volumes were increased to reflect a minimum 6 percent growth. The only exception to this growth rule was at locations that would be directly impacted by other planned roadway improvements such as the Rancho del Oro interchange project (City of Oceanside) and the Melrose Drive extension project (City of Carlsbad). In both cases, recent traffic studies conducted specifically regarding the roadway improvement projects were consulted to ensure that the model results presented in this document were consistent with the findings of those reports. Post-processing worksheets for the year 2020 and year 2030 are provided in Appendix E. Intersection Analysis Results of the intersection operational analysis are summarized in Tables (7A - C). Detail HCM traffic analysis worksheets are provided in Appendix F. ICU worksheets are provided in Appendix G. HCM Analysis As shown in Table 7A, 13 intersections are forecast to operate at unacceptable operating conditions by the year 2020. Table 78 displays the 13 deficient intersections along with identifying the impacted peak hour for each of the 2020 conditions and table 7C displays the level of service forthe 13 deficient intersections with recommended mitigation. 61 Table 7a Horizon Year 2020 HCM Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. Intersections Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 College Boulevard / Vista Way 30.7 C 33.0 C 29.3 C 37.0 D 29.7 C 32.5 C 2 College Boulevard / EB Off-Ramp 16.4 B 17.2 B 17.4 B 17.6 B 17.3 B 17.7 B 3 Vista Way / SR-78 WB Ramps 27.7 C 35.6 D 27.2 C 32.9 C 28.3 C 35.4 D 4 Plaza Drive / SR-78 EB Ramps 25.0 C 39.8 D 24.8 C 38.6 D 24.6 C 39.4 D 5 College Boulevard / Plaza Drive 34.2 C 71.9 E 32.3 C 55.2 E 31.6 C 54.3 D 6 College Boulevard / Lake Boulevard 56.9 E 61.1 E 55.0 D 47.0 D 51.3 D 47.8 D 7 College Boulevard / Tamarack (N) 20.5 C 6.4 A 18.0 B 6.2 A 18.7 B 6.2 A 8 College Boulevard / Tamarack (S) 26.9 C 15.8 B 26.3 C 15.7 B 25.3 C 15.6 B 9 College Boulevard / Carlsbad Village Drive 19.5 B 22.5 C 19.3 B 21.9 C 19.4 B 21.7 C 10 College Boulevard / Cannon Road 12.8 B 17.8 C 29.2 C 30.5 C 27.8 C 27.7 C 11 El Camino Real / Cannon Road 21.5 C 24.2 C 27.6 C 29.6 C 26.6 C 28.6 C 12 Cannon Road / Faraday Avenue 12.7 B 17.8 B 11.4 B 16.8 B 11.5 B 18.0 B 13 Cannon Road / Paseo Del Norte 22.5 C 45.6 D 22.4 C 45.6 D 22.5 C 45.0 D 14 Cannon Road /1-5 Northbound Ramps 21.1 C 19.7 B 20.2 C 20.1 C 20.4 C 20.2 C 15 Cannon Road /1-5 Southbound Ramps 23.7 C 23.8 C 23.9 C 23.0 C 23.7 C 23.1 C 16 1-5 / SR-78 / Vista Way 50.3 D 24.9 C 34.9 C 19.5 B 36.0 D 19.1 B 17 Palomar Airport Road /1-5 Southbound Ramps 19.4 B 19.3 B 19.4 B 19.2 B 19.4 B 19.3 B 18 Palomar Airport Road /1-5 Northbound Ramps 29.2 C 24.0 C 29.0 C 24.5 C 29.0 C 24.1 C 19 Palomar Airport Road / Paseo Del Norte 25.5 C 32.5 C 26.3 C 32.6 C 26.1 C 32.5 C 20 Poinsettia Lane /1-5 Southbound Ramps 21.8 C 25.2 c 21.2 C 26.4 C 21.2 C 26.5 C 21 Poinsettia Lane /1-5 Northbound Ramps 24.3 C 24.5 c 24.6 C 24.6 C 23.8 C 24.7 C 22 El Camino Real / SR-78 Westbound Ramps 23.1 C 44.1 D 23.2 C 44.1 D 23.0 C 44.7 D 23 El Camino Real / SR-78 Eastbound Ramps 19.7 B 38.7 D 19.5 B 36.4 D 19.7 B 38.5 D 24 El Camino Real / Marron Road 27.8 C 35.8 D 27.5 C 35.4 D 27.5 C 35.4 D 25 El Camino Real / Carlsbad Village Drive 31.2 C 31.7 C 31.1 C 31.5 C 31.2 C 31.5 D 26 El Camino Real / Tamarack Avenue 40.3 D 29.2 C 46.6 D 30.6 C 45.5 D 30.0 C 27 El Camino Real / College Boulevard 37.2 D 47.7 D 44.1 D 62.5 E 40.6 D 60.4 E 28 College Boulevard / Faraday Avenue 27.2 C 38.7 D 40.2 D 39.6 D 27.8 C 41.4 D 29 PalomarAirport Road / College Boulevard 33.6 C 54.1 D 32.6 C 57.3 E 32.2 C 59.8 E 30 Palomar Airport Road / Armada Drive 20.0 B 41.8 D 20.0 C 42.3 D 19.9 B 41.9 D DRAFT 62 DRAFT Table 7a (continued) Horizon Year 2020 HCM Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. Intersections Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 31 El Camino Real / Faraday Avenue 50.7 D 46.6 D 44.2 D 42.6 D 44.4 D 43.7 D 32 Palomar Airport Road / Camino Vida Roble 26.8 C 28.8 C 26.6 C 28.8 C 26.8 C 28.7 C 33 PalomarAirport Road / El Camino Real 37.2 D 65.2 E 37.0 D 62.1 E 36.5 D 62.7 E 34 Faraday Avenue / El Fuerte Street 12.2 B 11.0 B 15.6 B 10.8 B 16.0 B 10.8 B 35 Palomar Airport Road / El Fuerte Street 52.7 D 39.6 D 50.3 D 44.1 D 50.2 D 43.6 D 36 Emerald Drive / SR-78 Westbound Ramps 24.8 C 34.0 C 23.8 C 36.2 D 20.6 C 34.0 C 37 Emerald Drive / SR-78 Eastbound Ramps 25.2 C 26.0 C 25.0 C 25.1 C 25.1 C 24.7 C 38 Lake Boulevard / Thunder Drive 17.7 B 25.5 C 19.8 B 32.0 C 20.3 C 27.0 C 39 Lake Boulevard / Sky Haven Lane (Unsignalized) 14.7 B 46.1 E 12.8 B 43.8 E. 12.3 B 25.2 D 40 Lake Boulevard / Emerald Drive (Unsignalized) 17.8 C 123.9 F 15.9 C 75.0 F 16.3 C 43.3 E 41 Cannon Road / Shadowridge Drive (Unsignalized) 10.9 B 12.6 B 177.1 F 104.7 F 57.4 F 106.8 F 42 Cannon Road / Lake Drive 28.5 C 19.0 B 19.4 B 18.1 B 21.6 C 19.9 B 43 Vista Way / SR-78 Westbound On-Ramp 8.6 A 11.7 B 8.1 A 11.7 B 8.1 A 11.7 B 44 Melrose Drive / SR-78 Eastbound Off-Ramp 14.7 B 14.4 B 14.1 B 12.6 B 14.2 B 12.6 B 45 Vista Village Drive / SR-78 Westbound Ramps 26.1 C 24.8 C 25.3 C 24.5 C 26.1 C 24.6 C 46 Vista Village Drive / SR-78 Eastbound Ramps 22.9 C 27.2 C 22.0 C 27.1 C 22.2 C 27.4 C 47 Melrose Drive / Escondido Avenue 12.7 B 13.9 B 23.7 C 24.1 C 22.5 c 22.2 C 48 Melrose Drive / Sunset Drive 18.1 B 19.5 B 19.6 B 27.6 C 17.3 B 19.7 B 49 Melrose Drive / Cannon Road 34.4 C 36.3 D 58.1 E 91.0 F 50.2 D 80.8 F 50 Melrose Drive / Buena Vista Drive 36.3 D 83.0 F 32.3 C 60.0 E 33.0 C 64.9 E 51 Melrose Drive / Longhorn Drive/Live Oak Road 70.8 E 36.3 D 60.5 ,E 33.4 C 64.6 E 33.9 C 52 Shadowridge Drive / Longhorn Drive (Unsig.) 16.1 C 11.3 B 15.2 C 10.9 B 15.1 C 11.0 B 53 Melrose Drive / Shadowridge Drive 44.8 D 47.7 D 41.7 D 46.8 D 38.4 D 46.9 D 54 Melrose Drive / Sycamore Avenue 39.6 D 30.7 C 37.3 D 32.1 C 39.5 D 32.4 C 55 Melrose Drive / Faraday Avenue-Park Center 50.9 D 34.8 C 34.3 C 32.4 C 34.8 C 32.5 C 56 Melrose Drive / Palomar Airport Road 77.0 E 49.4 D 64.9 E 46.3 D 72.2 E 46.5 D 57 Palomar Airport Road / Business Park Drive 28.7 C 37.2 D 29.9 C 34.9 C 28.1 C 35.1 D 58 Sycamore Avenue / SR-78 Eastbound Ramps 78.5 E 45.4 D 76.4 E 45.5 D 77.2 E 45.6 D 59 Sycamore Avenue / SR-78 Westbound Ramps 26.9 C 27.9 C 26.7 C 27.9 C 26.7 C 27.8 C 63 DRAFT Table 7b Horizon Year 2020 HCM Deficient Intersections (ID.) Intersection Jurisdiction Horizon Year 2020 HCIVI Deficient Intersections (ID.) Intersection Jurisdiction With Cannon With Cannon (ID.) Intersection Jurisdiction Without Cannon 4-Lane 2-Lane (ID.) Intersection Jurisdiction Am Pm Am Pm Am Pm 1. (5) College Blvd. / Plaza Dn . Oceanside X X 2. (6) College Blvd. / Lake Blvd. Oceanside X X 3, (27) El Camino Real / College Blvd. Carisbad X X 4. (29) Palomar Airport Rd. / College Blvd. Carisbad X X 5. (33) Palomar Airport Rd. / El Camino Real Carisbad X X X 6. (39) Lake Blvd. / Sky Haven* Oceanside X X 7. (40) Lake Blvd. / Emerald Dn* Oceanside X X X 8. (41) Cannon Rd. / Shadowridge Dr.* Oceanside X X X X 9. (49) Melrose Dr. / Cannon Rd. Oceanside X X X 10. (50) Melrose Dn / Buena Vista Dr Vista X X X 11. (51) Melrose Dr. / Longhorn Dr. Vista x X X 12. (56) Melrose Dr. / Palomar Airport Rd. Carisbad x X X 13. (58) Sycamore Ave, / SR-78 EB Ramps Vista X X X (ID.) Intersection Identification, see exhibit 6. (X) Peak hour is forecast to operate at deficient level of service. Intersections annotated with an asterisk (*) above are unsignalized intersections. The installation of a traffic signal at these intersections would mitigate the identified deficient operating conditions. For these intersections, additional improvements have been identified that will maintain LOS D or better during peak periods. Needed improvements are graphically depicted in Exhibits (19A-C). It is recognized the nature of the improvements identified will have significant right-of-way implications and may ultimately be determined either infeasible and/or impractical. In some cases, it may be physically impossible to improve the intersection to the point needed to achieve LOS D or better. Understanding that the analysis herein does not examine the feasibility of the identified improvements, they should be considered tentative and subject to revision. 64 DRAFT Table 7c Horizon Year 2020 HCM Intersection Operational Analysis Deficient Intersections With Recommended Mitigation Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 5 College Boulevard / Plaza Drive 27.8 C 35.0 C 26.3 C 29.8 C 26.1 C 29.8 C 6 College Boulevard / Lake Boulevard 49.5 D 44.3 D 55.0 D 47.0 D 51.3 D 47.8 D 27 El Camino Real / College Boulevard 28,6 C 33.9 C 30.7 D 36.6 D 29.8 C 36.6 D 29 Palomar Airport Road / College Boulevard 33.6 C 54.1 D 31.4 C 37.2 D 31.1 C 37.8 D 33 Palomar Airport Road / El Camino Real 33.8 C 46.4 D 33.9 C 45.4 D 33.6 c 45.7 D 39 Lake Boulevard / Sky Haven Lane. 13.0 B 12.0 B 13.7 B 12.3 B 13.4 B 12.6 B 40 Lake Boulevard / Emerald 9.4 A 14.5 B 8.2 A 13.8 B 9.1 A 13.8 B 41 Cannon Road / Shadowridge Drive 20.8 C 19.6 B 16.5 B 13.8 B 16.1 B 13.8 B 49 Melrose Drive / Cannon Road 34.4 C 36.3 D 30.9 C 43.3 D 32.7 C 40.5 D 50 Melrose Drive / Buena Vista Drive 27.3 C 54.4 D 25.7 C 42.0 D 25.8 C 44.1 D 51 Melrose Drive / Longhorn Drive/Live Oak Road 43.7 D 28.1 C 40.2 D 27.2 C 41.7 D 27.4 C 56 Melrose Drive / Palomar Airport Road 52.8 D 50.5 D 44.2 D 45.2 D 38.9 D 52.0 D 58 Sycamore Avenue / SR-78 Eastbound Ramps 36.1 D 30.6 C 35.7 D 30.7 C 35.9 D 30.7 C Notes: LOS: Level of Service. Delay: Is expressed in average number of seconds per vehicle. V/C: Vehicle to capacity ratio. ICU Analysis As shown in Table 8A, 20 intersections are forecast to operate at unacceptable operating conditions by the year 2020 based on the ICU analysis methodology. Table 8B displays the 20 deficient intersections along with identifying the impacted peak hour for each of the 2020 conditions and Table 8C displays the level of service for the 20 deficient intersections with recommended mitigation. 65 Existing Geometry ® CL > V||v>V 1^ Plaza Dn l^ r College Blvd, > r Year 2020 Volume fT\ o o J ra o O T- CM Cior: o ra o ra r^ ra ^210/600 — 50/10 ^80/30 Plaza Dn 1^ 110/100-^ 50/60 — 10/10^ AM/PM College Blvd, 20/20 y 1950/1400-^ 150/140-^ AM/PM 2020 Assumed Lane Geometry ® Existing geometries used for year 2020 analysis. Recommended Improvemej Modifications ® ^ ovip viivv If > o Plaza Dn J r "Convert eAv left turn to protected phasing CL o e-•< @ r )] -* El Camino Real L > free -y College Blvd, r ® 4_ PalomarAirport Rd.L J J College Blvd. •> ra 35 ro ra ra ro ra ra 35 ro o ro t^ ra El Camino Real 8/40^ 1726/1351 — 659/281 AM/PM V-749/768 ^1439/1371 7 I ^30/59 V |o| " ro ra r-ro rv. ro 5 t: ri: o ra ra T- o ra ra ^—^ro ra CM CM rv. o 35 o t: ra t- o Tt T- ra V ; V ^42/76 —903/1788 ^61/319 PalomarAirport Rd,!; 945/384-^ 1774/1126"^ 65/237 > AM/PM g CM ra Tt ^ ra ra M o CM ^ a ,9 ra ra T- § CM ra CM < Existing geometries used for year 2020 analysis. Existing geometries used for year 2020 analysis. (27) ^ ovlp <- •*- r El Camino Real \l J -*• -> free -y College Blvd, r PalomarAirport 4? tRdlS] ^ J J o JN: 55-100185,001 December2005 REQUIRED MITIGATION - HCM 2020 WITH(4 LANE) CANNON REACH 4 EXHIBIT 19A (page 1 of 5) Existing Geometry ro o Q: •c o D- (33) CL > VIIIVV 51 PalomarAirport Rd.|< ra "*»flfrr Q: CL 1 ro O UJ H- •yr 4 X Lake Blvd. > ->- > Sky Haven Ln, @ V V o TJ ro £ X LU Lake Blvd, > Year 2020 Volume 2020 Assumed Lane Geometry Recommended ImprovemejJ Modifications 63)^?^g ra T- o in o ^ ro ro T- CD PalomarAirport Rd, 144/458-> 999/1763 — 103/89-^ AM/PM ^1001/675 — 1261/725 r 449/623 o ^ t r ro ra ro r^ ro CM ra ra Tt CM ra CM ra rv. T- TT ro£2CJ in T- ro ^12/22 —526/364 ^12/34 Lake Blvd, 44/88^ 308/670— 15/68^ AM/PM Sky Haven Ln, 48/42 28/36 — 36/33 AM/PM ® CM —^ ra r^ ra CM 00 ro ra r- Q T3 ro 1 ^102/117 —496/450 Lake Blvd, 27/32 ^ 304/639 — —, Q. AM/PM < Existing geometries used for year 2020 analysis. >4 iivvvlf PalomarAirport Rd,|o i ro •*yf lirr > Existing geometries used for year 2020 analysis. ® X Lake Blvd, K J > OJ X CO @ Existing geometries used for year 2020 analysis. ® Lake Blvd. UJ REQUIRED MITIGATION - HCM 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 1 9A (paQG 2 Of 5) Existing Geometry aj cn % o T3 01 Cannon Rd, CO Year 2020 Volume ® — 725/887 ^ 136/248 Cannon Rd, 735/765 — 35/137 > AM/PM ro o % CO ra % o had o 1^ had T— ra CO CM 2020 Assumed Lane Geometry Recommended Improvem^ Modifications ® Existing geometries used for year 2020 analysis. @ Cannon Rd, ® 4> VIIIVV . ^c Cannon Rd, ^ l< > > )^ VIIIVV . ^c Cannon Rd, ^ l< > > o aj UJ o aj HIIV Buena Vista Dn X r (49) !^ ^—^ o ra '^f IT 22 in]::; CM CM Ci: ra T- ra ra T- ra ^4/10 —3/5 ^6/7 702/716 > 14/4 — 615/545-^ AM/PM 427/720 1140/1263 — 5/7^ AM/PM Tt hv ra ra ra T- ra CM ^ T- o ra ra ra ra CM CM ^ 62/66 — 83/56 ^218/249 Buena Vista Dn I 165/430-' 58/48— 82/375-^ AM/PM t r , Tt ra Tf ^T- rv. Tt ojCN ^ § CM ra .i= ro ro ra " t- ra T- ^ Tt Existing geometries used for year 2020 analysis. Existing geometries used for year 2020 analysis. ® Q. > O VIIIVW 4_ r Cannon Rd. l£ J J > Q aj UJ o aj T Buena Vista Dr.l^ > a aj UJ o "aj REQUIRED MITIGATION - HCM 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185.001 December2005 EXHIBIT 1 9A (page 3 Of 5) Existing Geometry ® Longhorn/Live Oak X r Year 2020 Volume (51) ^ ra ro ra ro T- T- £i! raCi o ra ro rv. T- T- T- CM ^167/50 —118/50 ^66/13 Longhorn/Live Oak[! 389/222^ 80/40— 140/105^ AM/PM \ r , ro o ra Q CM Tt ra aj Ci^So § ra ro 5 i ro ra Q. ^ T- ro g ^ CM < 2020 Assumed Lane Geometry @ Existing geometries used for year 2020 analysis. Recommended Improveme Modifications @ HIIV Longhorn/Live Oak 4- •Convert left tum to protected phasing. CL •c o B- < </j a. E ro D: CD LU @ Ic M- ji^ PalomarAirport Rd,l^ r ' ^^rr Q aj UJ o ai 5 llivv SR-78 EB Ramps | J ovlp -y ra /o ro rv. ra ra o rv. T- CO ra CN 35 ra CM rv. ra Tt ra PalomarAirport Rd 727/356-^ 1083/1400— 158/232^ AM/PM ^215/234 — 1694/1299 ^254/609 ^ t r Tt ro T- ^- CM ra Tt Q CN ro CM S O CM CM 2 ra ro o 13 ra ra ra (§) |rv T- rv. ra ro n SR-78 EB Ramps |c 387/465-^ 2/0— 931/449> AM/PM Sycamore Ave. 819/1618 — 662/914 AM/PM ****** VIIIVV PalomarAirport Rd, *> * Future roadway extensions require changes to the intersection configuration. ^* Existing geometries used for year 2020 analysis. (56) CL > VIIIVV r VIIIVV JF! PalomarAirport Rd.L i CL 0 ° UJ o aj llivv i ^ SR-78 EB Ramps |o 4 > I tif r JJ o E .ra o CO REQUIRED MITIGATION - HCM 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 Deoember2005 EXHIBIT 1 9A (paQG 4 Of 5) Existing Geometry Year 2020 Volume 2020 Assumed Lane Geometry Recommended Improvem- Modifications • Legend Geometry Mitigation Existing Geometry XX/XX AM/PM Peak Hour Turning Movements loi o Signalized Intersection ovlp Overlap Phasing free Free Right Turn Stop Sign REQUIRED MITIGATION - HCM 2020 WITH(4 LANE) CANNON REACH 4 JN; 55-100185,001 December2005 EXHIB,IT19A(page5of 5) Existing Geometry o CL •c o Q. HIW El Camino Real lo free -v VHV PalomarAirport Rd, J r ® rr > VIIIVV ^vv PalomarAirport Rd.k J ro ^11 irr 0 CL CL ? > O E r ra O UJ Year 2020 Vol ume @ ^—^ o ro ro rv ra ra i° o ro o ra T- rv ra ^736/748 —1418/1387 ^31/58 El Camino Real lo 8/40 > 17271367 — 645/285 ^ AM/PM College Blvd, 292/489-^ 476/797 — 67/88 AM/PM (29) CO ro ra ro rv. ra o CM ra ti ra o o Tt T- ra ^42/76 —881/1791 ^62/312 PalomarAirport Rd,[( 902/415^ 1751/1117 — 65/245-^ AM/PM College Blvd. 262/173^ 669/156 — 214/133-^ AM/PM @ro?S ^^ra T- T- CM O CM ro ra T- TT h- ra ^1007/687 —1244/727 ^475/635 ol PalomarAirport Rd, 143/441 ^ 990/1764 — 103/89 > AM/PM Ts ^ t r 0 o ? rv r^ Tt 1 ^22£i 2 ra ra Tt ra a. ra ro ^ LU T- ra 1 2020 Assumed Lane Geometry Existing geometries used for year 2020 analysis. Existing geometries used for year 2020 analysis. Existing geometries used for year 2020 analysis. Recommended Improvemei Modifications • @ ^ ovlp Mr- r ^1 El Camino Real L J free •> College Blvd, (29) VHfv VIIIVV PalomarAirport RdL > -> College Blvd. •> >4 iivvv PalomarAirport Rd, ra f f rr > O JN: 55-100185,001 December 2005 REQUIRED MITIGATION - HCM 2020 WITH(2 LANE) CANNON REACH 4 EXHIBIT 19B (page 1 of 4) Existing Geometry Year 2020 Volume CC o ® Q TJ 2 0 I ^ X LLl ^ Lake Blvd. > @ IIV Cannon Rd. r Shadowridge Dn (40) ra ^-^ ro ra ra CM 35 ^ ra ro Q TJ ro 1 ^108/107 —458/397 Lake Blvd, 29/33 ^ 314/582 — AM/PM AM/PM — 612/741 ^129/211 Cannon Rd. 574/716 — 52/111 ~> AM/PM Shadowridge Dn 92/62 247/145^ AM/PM 2020 Assumed Lane Geometry Recommended Improvemi Modifications ® VIIIVV VIIVV Cannon Rd. ^ > ->• > Q o UJ o 0 © V. 554/754 — 1153/1313 ^ 56/77 ^4/9 — 3/4 ^6/6 564/662^ 15/4— 646/579 > AM/PM 402/682 y 1246/1034 — 6/7-^ AM/PM ® Existing geometries used for year 2020 analysis. ® 0 . Lake Blvd. ® Existing geometries used for year 2020 analysis. ® Cannon Rd, 0 Existing geometries used for year 2020 analysis. ® a. > o ^llivw VIIVV Cannon Rd. IS J J > D 0 UJ o 0 REQUIRED MITIGATION - HCM 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 19B (pBQe 2 Of 4) Existing Geometry Q Year 2020 Vol ume 2020 Assumed Lane Geometry Recommended Improvemi Modifications X f il Buena Vista Dr. IS X > Q 0 UJ o 0 @ X r Longhorn/Live Oak 1< > Melrose Dn > ro rv. ra ra ra T- ra ro CM ra Tt ra CM ^1 ^76/86 — 82/56 f 2251215 o o Buena Vista Dn 1^ 170/424^ 58/48 — 82/380 AM/PM ^ t r ^ ra o Tt Q 1- ro Tt o CM ra T- g ^ ra rv ro ra ro ro T- £i ra Tt o rv CN T- Tt CM CM CD T— CM Longhorn/Live OaklO 396/228^ 80/40 — 143/104-^ AM/PM ^166/50 — 117/49 ^64/12 A t r ^ Tt rv ra a CM ra ra 0 CM So g ri ^ ro ro ra ^ T- ro ^ ra Existing geometries used for year 2020 analysis. ft HIIV o •lot- T Buena Vista Dn i Existing geometries used for year 2020 analysis. @ X r Longhorn/Live Oak [< a T t/i "0 •Convert left turn to protected phasing. Q: t; o CL < Palomar Airport Rd,i2J _ t^ ra o rv Tf ra o T- CO ro 35 o ro CN ro ra Tt ra PalomarAirport Rd,t 790/384-^ 1130//1380— 160/244--^ AM/PM ^214/230 —1701/1306 ^234/607 , t^ T-CM ro Tt CM ra CM Cl ^ ~ ^ 0 T- CM CM g TT CM O 2 in rv ra * * * * * * VIIIVV ^ \° PalomarAirport Rd.l^ 4 * * Future roadway extensions require changes to the intersection configuration. (56) Q. VIIIVV [c VIIIVV PalomarAirport Rd,li CL 0 ° UJ 0 "0 5 JN: 55-100185.001 December 2005 REQUIRED MITIGATION - HCM 2020 WITH(2 LANE) CANNON REACH 4 EXHIBIT 19B (page 3 Of 4) Existing Geometry llivv 1 O' SR-78 EB Ramps |0 , X ovlp -y to Year 2020 Volume CN ra ra CM CD ra ro SR-78 EB Ramps |o 388/466-^ 2/0— 936/450 > AM/PM ra o o ra ro ra ra CM ra ro 2020 Assumed Lane Geometry Recommended Improvemei] Modifications Existing geometries used for year 2020 analysis. llivv SR-78 EB Ramps I ffir Legend Geometry Mitigation -> Existing Geometry XX/XX AM/PM Peak Hour Turning Movements [ol ^ wSignalized Intersection ovlp Overlap Phasing free Free Right Turn Stop Sign JN: 55-100185,001 December 2005 REQUIRED MITIGATION - HCM 2020 WITH(2 LANE) CANNON REACH 4 EXHIBIT 19B (page 4 of 4) Existing Geometry ® D. > O VIIVV Plaza Dn 10 r ® i VIIVV VIV Lake Blvd. lo i] ovlp ^ College Blvd. — > ® CL > VIIIVV VV llivv ^OC PalomarAirport Rd, r o] CL CL 1 ro O LD Year 2020 Volume ^-^ CN T- O r^ ro o CM ro ra ^214/646 ^51/11 110/138 il Plaza Dn li 111/100-^ 50/61 — 11/9^ AM/PM College Blvd, 19/20> 2003/1572 — 156/162^ AM/PM © V.238/307 —1129/1654 ^315/624 ^417/188 — 179/341 ^504/448 >| Lake Blvd, l< 357/562-^ 185/351-^ 66/197-^ AM/PM College Blvd. 119/122 y 1574/1094 — 366/352 ^ AM/PM (33) ro ra CM ^—^ ra o T- CD CN ra Tt Tt Tt rv ra ^1022/749 —1286/820 ^73/636 [1 PalomarAirport Rd.k 140/418 y 996/1800 — 100/89 ^ AM/PM El Camino Real"^ 56/77 J 1160/848 _^ 627/758 ^ AM/PM 2020 Assumed Lane Geometry Recommended Improveme Modifications © Existing geometries used for year 2020 analysis. > VIIVV Plaza Dn ^ ovlp 7 o "Convert e/w left turn to protected phasing ® Existing geonnetries used for year 2020 analysis. ® i VIIVV n VIVV Lake Blvd, 1< ovlp ^ College Blvd, > Existing geonnetries used for year 2020 analysis. @ vv Mr Mr M- f PalomarAirport Rd,|c ro "^^if irr -> lino Rc ovlp r fc ra O LD REQUIRED MITIGATION - HCM 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 19C (page 1 of 4) Existing Geometry Year 2020 Volume ® •w HIV Lake Blvd, > c 0 > ro X CO V V Emerald Dr. ii-Lake Blvd, > @ X f n Buena Vista Dr. l5 > Q 0 UJ o "0 ©o, ra ro ro roCiCi ra T- ^15/68 — 12/22 ^510/34 Lake Blvd. 18/24 J 44/88 — 393/670 ^ AM/PM Sky Haven Ln, 52/42 J 25/36 — 36/33 ^ AM/PM ® o rv ro ro CM ri CO ra ro Q TJ ro 1 V-138/117 —496/450 Lake Blvd, 39/68 377/639 — a. AM/PM 1 v^ro ro ra ra T- ra o Tt ra ra ra CM CM T- T- t V J ^ 62/66 *- 56/83 ^284/331 1 Buena Vista Dr. 165/399-^ 58/48— 87/405~\ AM/PM Melrose Dr, 212/223 1633/1662— 136/144^ AM/PM 2020 Assumed Lane Geometry Recommended Improvem- Modifications Existing geonnetries used for year 2020 analysis. ® Existing geometries used for year 2020 analysis. Existing geometries used for year 2020 analysis. @ H- , X Mr- k r Lake Blvd. L -»• 12, Sky Haven Ln, ® og Emerald Dr, ii-Lake Blvd. 121 > < T Buena Vista Dr. l2 i > Q 0 UJ o 0 REQUIRED MITIGATION - HCM 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 19C (page 2 of 4) Existing Geometry © X HIIV 1^ Longhiorn/Live Oak |6 Year 2020 Volume © CM ra ra T- ra ro CM T- ^^roC! rv ra ra ro ro T- Longhorn/Live Oak 389/222 ^ 80/40 — 149/108> AM/PM ^ t r , ro ro ra Q CM Tt ra 0CJ ro g ra ^ ro i: ro ro " T- ro ^ Tt 2020 Assumed Lane Geometry Recommended improvei Modifications ^165/55 — 118/50 ^66/13 @ Existing geometries used for year 2020 analysis. rr^lP^ © X HIIV 1 ^ Longhom/Live Oak Mi- "Convert left turn to protected phasing. o CL -c o Q. < [c Mr- M- Mr 31 PalomarAirport Rd,li r ' v^rr Q 0 UJ 0 •0 ra ro rv ra ro ra o rv T- ra LF5 ra CM ro Tt ra ro PalomarAirport Rd 846/469-^ 1140/1390-^ 157/245 > AM/PM ^303/198 —1611/1374 ^245/620 ^ t r Tt ro T- CM ra Tt C3 CM CD CM » o ro T^ e ra Tt ro 0 ra rv Tt ****** ^ VIIIVV i}- •o PalomarAirport Rd * Future roadway extensions require changes to the Intersection configuration. © Q. > VIIIVV R VIIIVV PalomarAirport Rd.l^ Q. > Q > 0 0 UJ 2 0 il SR-78 EB Ramps |c J , X ovlp J 0 fifr < 0 E ra 0 >. CO © — 1549/1305 ^186/316 SR-78 EB Ramps |C 385/466-^ 2/0— 952/449^ AM/PM Sycamore Ave. 818/1608 — 657/912 AM/PM Existing geometries used for year 2020 analysis. llivv SR-78 EB Ramps lo 0 Mir >. CO REQUIRED MITIGATION - HCM 2020 WITHOUT CANNON REACH 4 JN: 55-100185.001 December 2005 EXHIBIT 19C (page 3 of 4) Existing Geometry Year 2020 Volume 2020 Assumed Lane Geometry Recommended Improvemej Modifications Legend Geometry Mitigation Existing Geometry XX/XX AM/PM Peak Hour Turning Movements loi ^ Signalized Intersection ovlp Overlap Phasing free Free Right Turn * Stop Sign REQUIRED MITIGATION - HCM 2020 WITHOUT CANNON REACH 4 JN: 55-100185.001 December2005 EXHIBIT 19C (paQB 4 Of 4) DRAFT Table 8a Horizon Year 2020 ICU Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/c LOS V/c LOS V/C LOS V/C LOS V/C LOS V/C LOS 1 College Boulevard / Vista Way 0.726 C 0.751 C 0.714 C 0.767 C 0.715 C 0.718 C 2 College Boulevard / EB Off-Ramp 0.429 A 0.502 A 0.395 A 0.493 A 0.398 A 0.491 A 3 Vista Way / SR-78 WB Ramps 0.460 A 0.718 C 0.420 A 0.641 B 0.450 A 0.707 C 4 Plaza Drive / SR-78 EB Ramps 0.502 A 0.767 c 0.493 A 0.736 C 0.494 A 0.746 C 5 College Boulevard / Plaza Drive 0.908 E 1.001 F 0.881 D 0.941 E 0.877 D 0.937 E 6 College Boulevard / Lake Boulevard 0.932 E 0.972 E 0.899 D 0.877 D 0.876 D 0.885 D 7 College Boulevard / Tamarack (N) 0.931 E 0.711 C 0.876 D 0.657 B 0.875 D 0.661 B 8 College Boulevard / Tamarack (S) 0.929 E 0.826 D 0.875 D 0.766 C 0.872 D 0.773 C 9 College Boulevard / Carlsbad Village Drive 0.686 B 0.845 D 0.581 A 0.789 C 0.591 A 0.790 C 10 College Boulevard / Cannon Road 0.778 C 0.864 D 0.630 B 0.714 C 0.559 A 0.647 B 11 El Camino Real / Cannon Road 0.633 B 0.611 B 0.691 B 0.682 B 0.676 B 0.665 B 12 Cannon Road / Faraday Avenue 0.597 A 0.618 B 0.594 A 0.646 B 0.595 A 0.650 B 13 Cannon Road / Paseo Del Norte 0.735 C 0.851 D 0.761 C 0.860 D 0.759 D 0.852 D 14 Cannon Road /1-5 Northbound Ramps 0.554 A 0.601 B 0.574 A 0.635 B 0.573 A 0.628 B 15 Cannon Road /1-5 Southbound Ramps 0.556 A 0.498 A 0.560 A 0.515 A 0.556 A 0.507 A 16 1-5 / SR-78 / Vista Way 0.950 E 0.846 D 0.935 E 0.825 D 0.940 E 0.822 D 17 Palomar Airport Road /1-5 Southbound Ramps 0.572 A 0.600 B 0.564 A 0.593 A 0.562 A 0.594 A 18 PalomarAirport Road /1-5 Northbound Ramps 0.716 C 0.718 C 0.720 C 0.720 C 0.716 C 0.715 C 19 Palomar Airport Road / Paseo Del Norte 0.737 C 0.750 C 0.747 C 0.755 C 0.741 C 0.752 C 20 Poinsettia Lane /1-5 Southbound Ramps 0.482 A 0.645 B 0.474 A 0.673 B 0.474 A 0.675 B 21 Poinsettia Lane /1-5 Northbound Ramps 0.632 B 0.610 B 0.634 B 0.616 B 0.617 B 0.614 B 22 El Camino Real / SR-78 Westbound Ramps 0.642 B 0.914 E 0.652 B 0.914 E 0.652 B 0.916 E 23 El Camino Real / SR-78 Eastbound Ramps 0.704 C 1.032 F 0.685 B 1.015 F 0.696 B 1.028 F 24 El Camino Real / Marron Road 0.760 C 0.754 C 0.759 C 0.747 C 0.759 C 0.747 C 25 El Camino Real / Cartsbad Village Drive 0.779 C 0.780 C 0.775 C 0.773 C 0.777 C 0.771 C 26 El Camino Real / Tamarack Avenue 0.862 D 0.764 c 0.900 E 0.802 D 0.895 D 0.795 c 27 El Camino Real / College Boulevard 0.861 D 0.896 D 0.898 D 0.981 E 0.880 D 0.972 E 28 College Boulevard / Faraday Avenue 0.715 C 0.783 C 0.829 D 0.791 C 0.733 C 0.794 c 29 Palomar Airport Road / College Boulevard 0.741 C 0.933 E 0.743 C 0.956 E 0.728 C 0.963 E 30 Palomar Airport Road / Armada Drive 0.625 B 0.814 D 0.615 B 0.819 D 0.613 B' 0.813 D 79 DRAFT Table 8a (continued) Horizon Year 2020 ICU Intersection Operational Analysis Intersections No Buiid With Cannon (4-lan6) With Cannon (2-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 31 El Camino Real / Faraday Avenue 0.954 E 0.859 D 0.921 E 0.831 D 0.917 E 0.836 D 32 Palomar Airport Road / Camino Vida Roble 0.690 B 0.617 B 0.691 B 0.614 B 0.688 B 0.610 B 33 Palomar Airport Road / El Camino Real 0.806 D 1.022 F 0.803 D 1.009 F 0.798 C 1.012 F 34 Faraday Avenue / El Fuerte Street 0.500 A 0.463 A 0.520 A 0.402 A 0.530 A 0.402 A 35 Palomar Airport Road / El Fuerte Street 1.035 F 0.981 E 1.007 F 0.999 F 1.006 F 0.994 E 36 Emerald Drive / SR-78 Westbound Ramps 0.675 B 0.840 D 0.664 B 0.839 D 0.625 B 0.842 D 37 Emerald Drive / SR-78 Eastbound Ramps 0.597 A 0.672 B 0.584 A 0.649 B 0.588 A 0.640 B 38 Lake Boulevard / Thunder Drive 0.604 B 0.735 C 0.568 A 0.721 C 0.578 A 0.683 B 39 Lake Boulevard / Sky Haven Lane (Unsignalized) ------------ 40 Lake Boulevard / Emerald Drive (Unsignalized) ------------ 41 Cannon Road / Shadowridge Drive (Unsignalized) ------------ 42 Cannon Road / Lake Drive 0.601 B 0.466 A 0.521 A 0.558 A 0.557 A 0.566 A 43 Vista Way / SR-78 Westbound On-Ramp 0.487 A 0.500 A 0.460 A 0.483 A 0.459 A 0.484 A 44 Melrose Drive / SR-78 Eastbound Off-Ramp 0.492 A 0.526 A 0.504 A 0.552 A 0.504 A 0.547 A 45 Vista Village Drive / SR-78 Westbound Ramps 0.777 C 0.660 B 0.763 C 0.656 B 0.778 C 0.658 B 46 Vista Village Drive / SR-78 Eastbound Ramps 0.603 B 0.690 B 0.590 A 0.688 B 0.595 A 0.696 B 47 Melrose Drive / Escondido Avenue 0.601 B 0.612 B 0.802 D 0.838 D 0.785 C 0.818 D 48 Melrose Drive / Sunset Drive 0.670 B 0.742 C 0.828 D 0.941 E 0.725 C 0.796 C 49 Melrose Drive / Cannon Road 0.719 C 0.794 C 0.924 E 1.071 F 0.880 D 1.032 F 50 Melrose Drive / Buena Vista Drive 0.846, D 1.043 F 0.783 C 0.977 E 0.806 D 0.995 E 51 Melrose Drive / Longhorn Drive/Live Oak Road 0.988 E 0.848 D 0.930 E 0.814 D 0.958 E 0.825 D 52 Shadowridge Drive / Longhorn Drive (Unsig.) ------------ 53 Melrose Drive / Shadowridge Drive 0.888 D 0.880 D 0.836 D 0.864 D 0.803 D 0.868 D 54 Melrose Drive / Sycamore Avenue 0.861 D 0.691 B 0.830 D 0.734 C 0.853 D 0.744 C 55 Melrose Drive / Faraday Avenue-Park Center 0.901 E 0.825 D 0.821 D 0.775 C 0.829 D 0.780 C 56 Melrose Drive / PalomarAirport Road 0.950 E 0.846 D 0.943 E 0.843 D 0.967 E 0.840 D 57 Palomar Airport Road / Business Park Drive 0.807 D 0.873 D 0.806 D 0.860 D 0.807 D 0.861 D 58 Sycamore Avenue / SR-78 Eastbound Ramps 1.046 F 0.944 E 0.937 E 0.845 D 0.941 E 0.845 D 59 Sycamore Avenue / SR-78 Westbound Ramps 0.675 B 0.756 C 0.569 A 0.655 B 0.570 A 0.653 B 80 DRAFT Table 8b Horizon Year 2020 ICU Deficient Intersections *{ID) Intersection Jurisdiction Horizon Year 2020 ICU Deficient Intersections *{ID) Intersection Jurisdiction With Cannon With Cannon *{ID) Intersection Jurisdiction Without Cannon 4-Lane 2-Lane *{ID) Intersection Jurisdiction Am Pm Am Pm Am Pm 1.(5) College Blvd./Plaza Dr, Oceanside X X X X 2. (6) College Blvd, / Lake Blvd. Oceanside X X 3. (7) College Blvd. / Tamarack (n) Cartsbad X 4, (8) College Blvd, / Tamarack (s) Carlsbad X 5.(16) 1-5/ SR-78 / Vista Way Carlsbad X X X 6. (22) El Camino Real / SR-78 WB Ramps Oceanside X X X 7. (23) El Camino Real / SR-78 EB Ramps Oceanside X X X 8. (26) El Camino Real / Tamarack Ave. Carisbad X 9. (27) El Camino Real / College Blvd, Carisbad X X 10, (29) Palomar Airport Rd. / College Blvd. Carlsbad X X X 11. (31) El Camino Real / Faraday Ave. Carisbad X X X 12, (33) PalomarAirport Rd. / El Camino Real Carlsbad X X X 13, (35) PalomarAirport Rd. / El Fuerte St. Carlsbad X X X X X X 14. (48) Melrose Dr. / Sunset Dr. Vista X 15, (49) Melrose Dr. / Cannon Rd. Oceanside X X X 16, (50) Melrose Dr. / Buena Vista Dr. Vista X X X 17. (51) Melrose Dr. / Longhorn Dr. / Live Oak Vista X X X 18, (55) Melrose Dr. / Faraday Ave. Vista X 19. (56) Melrose Dr. / Palomar Airport Rd. Carlsbad X X X X 20, (58) Sycamore Ave. / SR-78 EB Ramps Vista X X X X (ID) Intersection Identification, see Exhibit 6. (X) Peak hour is forecast to operate at deficient level of service. For these intersections, additional improvements have been identified that will maintain LOS D or better during peak periods. Needed improvements are graphically depicted in Exhibits (20A-C). It is recognized the nature of the improvements identified will have significant right-of-way implications and may ultimately be determined either infeasible and/or impractical. In some cases, it may be physically impossible to improve the intersection to the point needed to achieve LOS D or better. Understanding that the analysis herein does not examine the feasibility of the identified improvements, they should be considered tentative and subject to revision. 81 DRAFT Table 8c Horizon Year 2020 ICU Intersection Operational Analysis Deficient Intersections With Recommended Mitigation intersections No Build With Cannon (4-lane) With Cannon (2-lane) intersections A.M. P.M. A.M. P.M. A.M. P.M. intersections V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 5 College Boulevard / Plaza Drive 0.844 D 0.881 D 0.833 D 0.830 D 0.829 D 0.827 D 6 College Boulevard / Lake Boulevard 0.890 D 0.874 D 0.899 D 0.877 D 0.876 D 0.885 D 7 College Boulevard / Tamarack (N) 0.815 D 0.711 C 0.876 D 0.657 B 0.875 D 0.661 B 8 College Boulevard / Tamarack (S) 0.863 D 0.794 C 0.875 D 0.766 C 0.872 D 0.773 C 16 l-5/SR-78A/ista Way* * * * * * * * * * * * * 22 El Camino Real / SR-78 Westbound Ramps 0.590 A 0.735 c 0.596 A 0.735 c 0.594 A 0.737 C 23 El Camino Real / SR-78 Eastbound Ramps 0.620 B 0.839 D 0.605 B 0.830 D 0.614 B 0.837 D 26 El Camino Real / Tamarack Avenue 0.832 D 0.638 B 0.830 D 0.657 B 0.826 D 0.652 B 27 El Camino Real / College Boulevard 0.861 D 0.896 D 0.755 C 0.790 C 0.736 C 0.795 C 29 Palomar Airport Road / College Boulevard 0.715 C 0.809 D 0.713 C 0.821 D 0.699 B 0.829 D 31 El Camino Real / Faraday Avenue 0.884 D 0.730 C 0.888 D 0.831 D 0.898 D 0.836 D 33 Palomar Airport Road / El Camino Real 0.735 C 0.882 D 0.760 C 0.872 D 0.749 C 0.875 D 35 Palomar Airport Road / El Fuerte Street 0.802 D 0.815 D 0.880 D 0.860 D 0.876 D 0.858 D 48 Melrose Drive / Sunset Drive 0.670 B 0.742 C 0.748 C 0.848 D 0.649 B 0.713 C 49 Melrose Drive / Cannon Road 0.719 C 0.794 C 0.749 C 0.873 D 0.764 C 0.848 D 50 Melrose Drive / Buena Vista Drive 0.729 C 0.842 D 0.684 B 0.866 D 0.703 C 0.883 D 51 Melrose Drive / Longhorn Drive/Live Oak Road 0.859 D 0.744 C 0.803 D 0.744 C 0.831 D 0.758 C 55 Melrose Drive / Faraday Avenue-Park Center 0.721 C 0.825 D 0.821 D 0.775 C 0.829 D 0.780 C 56 Melrose Drive / Palomar Airport Road 0.884 D 0.894 D 0.872 D 0.860 D 0.895 D 0.862 D 58 Sycamore Avenue / SR-78 Eastbound Ramps 0.782 C 0.864 D 0.680 B 0.765 C 0.682 B 0.765 C Notes: LOS: Level of Service. Delay: Is expressed in average number of seconds per vehicle, 'Caltrans Facility. Planned Improvement by 2030. V/C: Vehicle to capacity ratio. 82 Existing Geometry Year 2020 Volume CL ® a. > o VIIVV Plaza Dr. r Mii- © |c IVV SR-78 |C > 1-5 SB Ramps J free -y > o VIII SR-78 WB Ramps r r Hi \P) So ^-^ O T- CM !^ o^ o ra o ra rv. ra ^210/600 — 50/10 ^80/30 j] Plaza Dr, l5 110/100^ 50/60 — 10/10^ AM/PM College Blvd. 20/20 y 1950/1400 — 150/140-^ AM/PM © |o —898/1228 ^2076/1938 SR-78 l? 989/636— 151/108^ AM/PM 1-5 SB Ramps 20/23 y 1735/2512-^ AM/PM \_y ro ra ro T- 5ro o ro CM ra ^434/791 — 5/1 ^556/615 ol SR-78 WB Ramps AM/PM m El Camino Real 168/229-^ 1513/2245— AM/PM 2020 Assumed Lane Geometry Recommended Improvemej Modifications © Existing geometries used for year 2020 analysis. ® > O VIIVV Plaza Dr, r "Convert eAv left turn to protected phasing ^ ovlp 7 Mii- ® Existing geometries used for year 2020 analysis. © Caltrans Intersection Improvements Programmed For 2020-2030 Period Existing geometries used for year 2020 analysis. @ CL > VIII , )1 SR-78 WB Ramps l« )] CL o c E ra O in REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 20A (pagO 1 Of 6) Existing Geometry o III w SR-78 EB Ramps J J free iii(*^ a. > o Year 2020 Volume 2020 Assumed Lane Geometry Recommended Improvemi Modifications o CM r^ o T^ 5$ T- 00 ra T- ra o SR-78 EB Ramps 437/573> 3/1— 165/260-^ AM/PM t r r-v ra ra ra ro o CM r^ ra ra CM TT Existing geometries used for year 2020 analysis. llivv SR-78 EB Ramps free ii^!^ 3 O CQ 0 OJ _gj o O viiv Mi-TamarackAve. > El Camino Real > HIW 1 El Camino Real B free /—N ra (26) ° ra jr; ra SSroS: ro ro ro CM t- ra > * ^ ^24/39 —124/179 ^360/191 i] TamarackAve. U 44/36 95/173 — 317/102 ^ AM/PM El Camino Real 126/520-^ 1005/1678— 72/449^ AM/PM @ ^-^ ro ra ro ro ra ra SS ro ro ro o ro T- ra V \ V ^749/768 —1439/1371 ^30/59 El Camino Real ll 8/40^ 1726/1351 — 659/281 AM/PM College Blvd."^ 310/488-^ 506/775 — 67/87 ^ AM/PM xfliv X M- r )] Tamarack Ave. > ovlp -y El Camino Real HIIV TamarackAve, ovlp -y X 1^ Existing geometries used for year 2020 analysis. @ HIW ^ ovlp M- M- r El Camino Real 1] J free "> > CD 0 OJ _0 O O REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185.001 December 2005 EXHIBIT 20A (pagO 2 Of 6) Existing Geometry o CL o a. < O VHV PalomarAirport Rd, J r •*^ii(- ® Hlivv X M- r Faraday Ave. iS r El Camino Real *^ @ @ M- M- > VIIIVV ^vv PalomarAirport Rd.|c >j g '^iii(*'(*' CL CL •i ° r E ra O LU Year 2020 Volume (29) ^-^ro ra CM CM hv hv o ro o Ci ra T- o t- ra ^42/76 —903/1788 ^61/319 PalomarAirport Rd,|o 945/384-^ 1774/1126^ 65/237 > AM/PM College Blvd, 260/172^ 662/156 — 214/134^ AM/PM © So ^ TT T- TT S; ra £2 hv ra ro ra ra ro ^ 250/622 — 524/284 ^61/65 il Faraday Ave. t 29/71 ^ 292/406— 202/504 > AM/PM El Camino Real ^ 796/162-^ 1956/1428— 175/36-^ AM/PM © ^495/161 — 780/1119 614/1098 ^1001/675 — 1261/725 ^449/623 g| PalomarAirport Rd, 144/458^ 999/1763 — 103/89-^ AM/PM fs ^ f r 0 ro ra ro c hv ro CM 1 ^ 2° Ci ^ ra ra TJ- a _ CM ra 5 UJ CM ra < 2020 Assumed Lane Geometry Existing geometries used for year 2020 analysis. © M- f il Faraday Ave, lj 5] ra '*f\iii- i CL r OUIOJ •> ro O LD Existing geometries used for year 2020 analysis. Recommended Improvemj Modifications VHf V PalomarAirport Rd r •*^iif- ® V llivv [c VIIV Faraday Ave. T "V El Camino Real ^ r >4 IIVVV M- M- f PalomarAirport Rqo '*\iiil*'(*' CL o c E ra O LD > o REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN; 55-100185.001 Deoember2005 EXH IB IT 20A (paQG 3 Of 6) Existing Geometry Year 2020 Volume ra r- CM CM ro ^£2?M 1^ Tj- T-ra CM T- V I V PalomarAirport Rd, 548/83-^ 1723/2920— 47/458 ~> AM/PM ^409/47 —2782/20391 /'58//169 ^ f ra o Tj- r ro CM Si o5 ^ ra ro ra ra 2020 Assumed Lane Geometry Recommended Improvemej Modifications Existing geometries used for year 2020 analysis. ^|VV r PalomarAirport Rd. |6j •*t\iie- ® il Sunset Dr, 4 Melrose Dr. ^ > > TT ra ro ro ra Tj- ra 9? ra ra Tj- Sunset Dr, 49/36> 25/65— 187/238^ AM/PM ^30/50 — 22/34 ^76/86 ^ t r CO ra t-ra ra ro T- ro o Tj-ra ra ra ro Existing geometries used for year 2020 analysis. @ -4 IVV I \ Sunset Dr, li > Q 0 yj o 0 © VIIIVV VIIVV Cannon Rd. li > > Q 0 (/J O 0 2 69) ^ ^-^ 0 ra Tl- T- CM CM Ci ra •t- ra CD ^ ra ^4/10 — 3/5 ^6/7 Cannon Rd. [c 702/716^ 14/4 — 615/545^ AM/PM f ^ t ^ 0 ra hv Q CM ra 0 CM s hv^ 0 CM 0 Q. S Tj- Tj- g ^ < Existing geometries used for year 2020 analysis. © Q. > 0 VIIIVW VIIVV Cannon Rd. l£ > > Q 0 OJ 0 0 2 REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 Deoember2005 EXHIBIT 20A (paQG 4 Of 6) Existing Geometry HIIV Buena Vista Dr, X r Mii- Year 2020 Volume hv Tj- hv ra ra ra T- ra Ci SU o ra ra ra ra CM CM V- T-I V Buena Vista Dr, 165/430-' 58/48— 82/375-,^ AM/PM ^ 62/66 — 83/56 ^218/249 t r Tj- Tj-, TT ra Q T- hv "CM t« :^ g CM SU ra -b ro ro ra " T- ra T- ^ Tj- 2020 Assumed Lane Geometry Recommended Improvem Modifications Existing geometries used for year 2020 analysis. HIIV Buena Vista Dr. J 1 T Mii- ® Longhorn/Live Oak [( Melrose Dr. J r M- Mr •*- |o] PalomarAirport Rd.l^ T Q 0 OJ o 0 © ^197/283 —1703/1836 /'213/215 ^167/50 —118/50 ^66/13 )] Longhorn/Live OakK 389/222-^ 80/40— 140/105^ AM/PM , ro o ra Q CM TJ- ra 0 Ci ro g ra SU ro s j= ro ra Q- ^ T- ro g ^ CM < (56) <^ sCy o ro h--ra ra o hv T;; ra i?5 CM 35 ra CM hv ra Th ra 1 ^ fc ^215/234 — 1694/1299 ^254/609 PalomarAirport Rd.l^ 727/356-^ 1083/1400— 158/232 > AM/PM Melrose Dr. ^ 550/224 1692/858 — 502/241 ^ AM/PM © Existing geometries used for year 2020 analysis. © Longhorn/Live Oak r Mi- •Convert left turn to protected phasing. ****** VIIIVV PalomarAirport Rd.M -^-^ jjkj|i jji (»- * Future roadway extensions require changes to the intersection configuration. (56) CL Q. > > VVlllVVi, c VIIIVV PalomarAirport Rd.l^ "V CL 0 o Ui o "QJ REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 Deoember2005 EXHIBIT 20A (paQG 5 Of 6) Existing Geometry Year 2020 Vol ume SR-78 EB Ramps jO llivv 1 • o , X ovlp © — 1512/1326 ^187/317 SR-78 EB Ramps [c 387/465^ 2/0— 931/449^ AM/PM Sycamore Ave. 819/1618 — 662/914 ^ AM/PM 2020 Assumed Lane Geometry Recommended Improve Modifications Existing geometries used for year 2020 analysis. llivv SR-78 EB Ramps ^iiif*-> < Legend Geometry Mitigation Existing Geometry XX/XX AM/PM Peak Hour Turning Movements i Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. REQUIRED MITIGATION - ICU 2020 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 20A (paQG 6 Of 6) Existing Geometry o ® CL > viiw I Q Plaza Dr, [o Mii- d > D 0 DJ 0 O J © ol SR-78 > rac 1-5 SB Ramps free -y CL > VIII r r si SR-78 WB Ramps L El Camino Real > Year 2020 Volume ® hv ro ra T}- ro o Ci?M^ o ra hv ra r^ CM T- T- ro Plaza Dr, I 110/100^ 50/60 — 10/10^ AM/PM ^201/600 — 50/10 ^81/132 ^ t , r Tf ro o ra Tf > Ci CQ Q g, CM s:: Tf 0 rara ° O CJ5 © (c —898/1228 ^2095/1946 i] SR-78 1^ 989/675— 150/115^ AM/PM 1-5 SB Ramps ^ 20123 y 1737/2512-^ AM/PM © ^37/496 —1585/1636 ^435/795 — 5/1 ^555/621 i] SR-78 WB Ramps |c AM/PM El Camino Real ^ 165/228-^ 1561/2248 — AM/PM 2020 Assumed Lane Geometry Recommended Improvemi Modifications ® Existing geometries used for year 2020 analysis. ft ® > o VIIVV ^ ovlp Plaza Dr •o > CO 0 OJ 0 o O *Convert e/w left turn to protected phasing r ® Existing geometries used for year 2020 analysis. © Caltrans Intersection Improvements Programmed For 2020 - 2030 Period Existing geometries used for year 2020 analysis. @ CL > VIII . n SR-78 WB Ramps l< g iii CL o c E ro O Ei REQUIRED MITIGATION - ICU 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185.001 December2005 EXHIBIT 20B (paQG 1 Of 5) Existing Geometry 0) a. E ro DL ca LU O CL •c o Q. nJ E o ro CL III vv SR-78 EB Ramps J J free -y iiif*- D. > O O © 4_ Mr M- M- r ^1 El Camino Real li free > CQ 0 OI OJ "o O •4- M- M- VHV r ¥ PalomarAirport Rd.l; > > CQ 0 OJ 01 •5 > 0 Year 2020 Volume 2020 Assumed Lane Geometry Recommended Improvemj Modifications ra CM r^ hv o ro ra T- SR-78 EB Ramps 451/588^ 3/1— 165/240-^^ AM/PM oj t ra t r 01 CL ra CO 0 CM ra c ro 0 E ICai ra ICai ro hv UJ CM T— Tf 0 ro ro hv. ra ra 0 ro 0 ra •!- hv ra V i V^ ^ 736/748 — 1418/1387 ^31/58 El Camino Real ll 8/40^ 17271367 — 645/285^ AM/PM College Blvd. 292/489-^ 476/797— 67/88 AM/PM © ^—' ra ro ra ro rv, CD 0 CM CD Ci CD 0 0 1- ra V i V ^42/76 —881/1791 ^62/312 5| ' PalomarAirport Rd,|! 902/415^ 1751/1117— 65/245^ AM/PM College Blvd, 262/173^ 669/156— 214/133^ AM/PM Existing geometries used for year 2020 analysis. ® llivv )] SR-78 EB Ramps 1< > J free -y El Camino Real T Existing geometries used for year 2020 analysis. HIW 1 ^ ovlp El Camino Real 10 *^ii- Existing geometries used for year 2020 analysis. VHf f PalomarAirport Rdlo REQUIRED MITIGATION - ICU 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 20B (paQG 2 Of 5) Existing Geometry © Hlivv Faraday Ave, r X M- r .^Hi- Year 2020 Volume ® CM ra ro o ra T- Tf 3:35 £2 ra CM CM ra ra ro T- t- ro V j V ^ 264/638 — 534/284 I ^ 63/65 Faraday Ave 30/71 295/407— 203/507^ AM/PM ^ t r ra T- ra ra T- ra T- Tf ^ o Ji ro ro r^ o ro ro hv 2020 Assumed Lane Geometry Recommended Improvemj Modifications © ••- f n Faraday Ave. 1! ro^-^HV 0 CL r o c E ro O LU © V llivv Faraday Ave, r ro ^iii- OL ti o • CL © Q. > O VIIIVV Ic k M- )1 PalomarAirport Rd.lc i )| g "*»ffl<*'r*' CL CL 1 ro O in (§) ro?S ^ ra T- T- CM O CM ro ra t- Tf hv ra M 007/687 —1244/727 ^475/635 il PalomarAirport Rd.|c 143/441^ 990/1764— 103/89^ AM/PM El Camino Real'^ 54/77 1164/871 — 595/740-^ AM/PM Existing geometries used for year 2020 analysis. © ^ free M-M- f PalomarAirport Rqc > ro '*\iii(^(^ 0 « CL ° ^ c O E ro O Ei CL tL o a. < © HIW Mii-PalomarAirport Rd.K r ' -^f^ii- 55 0 t: 0 3 LL Ei ro ro ^ ^ £2 CD ra o ra CM T- V j V J ^422/47 —2806/2064 ^62/169 PalomarAirport Rd,|( 542/83 ^ 1783/2946 — 17/438 AM/PM El Fuerte St, ^ 403/52 y 336/49 — 132/117-^ AM/PM Existing geometries used for year 2020 analysis. ® -4 IVV < M-M- PalomarAirport Rd, |c \ El Fuerte St, r REQUIRED MITIGATION - ICU 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 20B (paQG 3 Of 5) Existing Geometry o Q c o DJ c o @ 1?^ Cannon Rd. l^ J > > Q 0 OJ o 0 ® HIIV . Buena Vista Dr, li Mii- a 01 OJ 2 0 © lo I Longhorn/Live Oak [c > Melrose Dr, > T Year 2020 Volume (49) ?2 —^ Tf ra ra Tf ra ti ra T- CD ra — ra V 1 vJ ^4/9 — 3/4 ^6/6 Cannon Rd. [c 564/662^ 15/4— 646/579^ AM/PM Melrose Dr, 402/682 y 1246/1034 — 6/7^ AM/PM (§)^Sra ra ra Ci Si; o ra ra ra ra CM CM T- ^ 62/66 — 83/56 ^218/249 il Buena Vista Dr. 165/430^ 58/48— 82/375-^ AM/PM Melrose Dr, 192/214 1459/1575 — 136/144-v^ AM/PM © hv ro ra ro ro T- Cira Tf hv O hv CM T- Tf CM CM CD CM V Longhorn/Live Oakj 396/228-^ 80/40— 143/104^ AM/PM ^166/50 — 117/49 ^64/12 ll - I St/' Tf hv ra ,;=; CM ra ra 0 C!l£?ro g hv s:: ro 2 ro ra ^ T- CO ^ ra 2020 Assumed Lane Geometry Recommended Improveme Modifications Existing geometries used for year 2020 analysis. • > O VlllVVl ^ o o Cannon Rd, lo J Existing geometries used for year 2030 analysis. HIIV ^ r HIIV ^ Buena Vista Dr, 1^ Mii-J Mii- a 0 OJ > O "0 •s. ® Existing geometries used for year 2020 analysis. HIIV 1 ^ Longhorn/Live Oak •Convert left tum to protected phasmg. REQUIRED MITIGATION - ICU 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 20B (pBQG 4 Of 5) Existing Geometry PalomarAirport Rd.lo Year 2020 Volume 2020 Assumed Lane Geometry hv ra o hv ra o 1^ 1- ra ro 3) o ro CM ro ra Tf ra ^214/230 — 1701/1306 I234/607 PalomarAirport Rd 790/384-^ 1130//1380— 160/244> AM/PM Tf hv T- CM ro Tf Q CM ra CM OJ CM CM 2 CM O 0 ra r^ ra * * * * * * VIIIVV PalomarAirport Rd, * Future roadway extensions require changes to the intersection configuration. Recommended Improvei Modifications _Q. Q. > > O O VVlllVV[i,f PalomarAirport Rd,l^ i '*\Miii<^ a. > o ® llivv il SR-78 EB Ramps |c J ovlp -y Sycamore Ave, > Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements § Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign Future Roadway Ext CM ra ra CM CD ra ro TV SR-78 EB Ramps 388/466 ^ 2/0-^ 936/450 > AM/PM ra o o ra ro s; ^ ra ra CM ra ro Existing geometries used for year 2020 analysis. 3] SR-78 EB Ramps |c > "0 iiif^ 0 0 E ro 0 >. CO REQUIRED MITIGATION - ICU 2020 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 Decerr,ber 2005 EXHIBIT 20B (paQG 5 Of 5) Existing Geometry © > O VIIVV Plaza Dr, r Mii- o Year 2020 Vol ume © ra O Tf Tf ra CM T- o s^p:Ci hv ro o CM ro ra 21\ Plaza Dr, 111/100-^ 50/61 — 11/9-^ AM/PM ^ 214/646 51/11 ^ 110/138 ^ f o CM 55 CM CM hv ra ra T- SZ CD ra ra o 1-o CM 2020 Assumed Lane Geometry Existing geometries used for year 2020 analysis. Recommended Improvemi Modifications © ^ ovlp VIIVV If Plaza Dr, lol r Mii- *Convert e/w left turn to protected phasing © 03 03 VIIVV 1^ VIV Lake Blvd, K ovlp College Blvd, © • •V Tamarack (N) ii- ® Tf ra hv ra O T- CM C?a5SS ro CM ra ra T- t-CM t- ra V I Vl Lake Blvd, 357/562^ 185/351 — K_417/188 ^179/341 ^504/448 66/197- AM/PM ^ t r CM Tf CM CM ro ra T- o ra ro •ii ra Tf ra hv ra ra © ro ro CM CM ra ra !£? ra ra ra ro AM/PM V_ 133/37 ^45/28 Tamarack (N) > o ro CO ra ra 0 ra o ro CM o ra o CM © Existing geometries used for year 2020 analysis. © 03 03 VIIVV fc >1 Lake Blvd, c ovlp College Blvd, ^ © Existing geometries used for year 2020 analysis. © •+v gl Tamarack (N) fir REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 20C (pago 1 of 6) Existing Geometry OJ Q. E ro Q: CQ CO irj © H+v Tamarack (S) O Year 2020 Volume © IVV SR-78 |c ->> > 1-5 SB Ramps ^ free ® CL > o VIII r 3l SR-78 WB Ramps K 3| SR-78 WB Ramps K ro CL o c 'E 8 LD © i ^ ro ra S; Tf r-ra Tf o ra T- ra V V ^ ^143/65 — 35/10 ^206/59 il Tamarack (S) [c 150/50-^ 19/3^ 40/13 > AM/PM College Blvd, 24/58 J 1764/1515 — 51/103^ AM/PM © — 891/1220 2134/2034 SR-78 1^ 984/674— 151/114-^ AM/PM 1-5 SB Ramps 20/23 ^ 1733/2508^ AM/PM © ^399/485 — 1578/1671 ^422/795 — 5/1 ^ 557/651 il SR-78 WB Ramps |c AM/PM El Camino Real 160/230-^ 1592/2257— AM/PM 2020 Assumed Lane Geometry Recommended Improvem* Modifications © Existing geometries used for year 2020 analysis. ® HIV Tamarack (S) Mi- o © Existing geometries used for year 2020 analysis. © Caltrans Intersection Improvements Programmed For 2020 - 2030 Period Existing geometries used for year 2020 analysis. ® CL > VIII . c 3] SR-78 WB Ramps \i 3] ro III CL o c E ro O LU REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 20C (pagG2 of 6) Existing Geometry Year 2020 Volume III VV SR-78 EB Ramps free -y o III ^ D. > O (29) ^-^ M- M- VHV , R PalomarAirport Rd.L > > £Q 0 OJ _0 "o > O © ^••VV li Hiv Faraday Ave. Ij J J r CL o c E ro O [u o r^ ra r- ra ol SR-78 EB Ramps 450/586 ^ 3/1 — 166/238^ AM/PM El Camino Real 1320/1838-.^ 491/1076-^ AM/PM ©o ro ro hv ra o o Ci ro CM o ra ro ra V 1 v^ ^42/76 —898/1827 ^65/383 PalomarAirport Rd,|j 830/390-^ 1715/1126-^ 65/249^ AM/PM College Blvd, 456/172^ 718/109 — 256/133 AM/PM ® ° 00 ra T- T- ro T= £2 o T- ra ra ra ra T- ro • i Vll ^ 278/652 — 625/314 ^ 73/65 Faraday Ave, ll 27/61 329/466— 205/464^ AM/PM El Camino Real 813/168 > 1902/1420 — 175/35-^ AM/PM 2020 Assumed Lane Geometry Recommended Improvemj Modifications Existing geometries used for year 2020 analysis. llivv 1 SR-78 EB Ramps J J free -y aire Existing geometries used for year 2020 analysis. (29) M- M- M- VHfv f PalomarAirport Rdt > ^ ^-4^11^ > CD Q> O) CJ -> "o O © Existing geometries used for year 2020 analysis. © ^••+ vv jl M- Faraday Ave. 1; > > ct: o c 'E ro O LD REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN; 55-100185,001 December 2005 EXHIBIT 20C (pagoSofS) Existing Geometry © HIW ^iiv PalomarAirport Rd.k T ' ^ii- to 0 t: 0 3 u. LU © ^••v „ X r il Buena Vista Dr. b X > ^iiv D 0 OJ o "0 Year 2020 Volume /^3Q^ ro ro \P'^J ro ra CM ID CD T- CD CM ra Tf Tf Tf r^ ra V 1 V r ^1022/749 —1286/820 ^473/636 ol PalomarAirport Rd.L 140/418-^ 996/1800 — 100/89 > AM/PM El Camino Real"— 56/77 1160/848 — 627/758 ^ AM/PM (35) CM ^-^ CM T- ra o ro ra Ci £2 o ra ro -f- hv CM V- ^272/47 —3010/2195 ^59/175 n PalomarAirport Rd.[( 542/82^ 1829/3020 — 17/267-^ AM/PM El Fuerte St, 330/49 J 381/49 — 144/140-^ AM/PM v^Q/ ro ro ra ra ra Ci^s: o ra ra ra CM CM t- T- V 1 vJ ^ 62/66 — 56/83 ^284/331 ] Buena Vista Dr. IS 165/399^ 58/48— 87/405"> AM/PM Melrose Dr. 212/223 ^ 1633/1662 — 136/144^ AM/PM 2020 Assumed Lane Geometry Recommended Improvemei Modifications Existing geometries used for year 2020 analysis. ft >• IIVVV • r PalomarAirport Rd i ^ free M- X ^iii(*'f*' CL > O Existing geometries used for year 2020 analysis. ® -4 IVV PalomarAirport Rd. [ Mii ir 35 0 0 LL LU Existing geometries used for year 2020 analysis. HIIV Buena Vista Dr, T J X ovlp -y Q 0 OJ o "0 REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT20C (pagG4of 6) Existing Geometry ® HllV r c M- •1 ^ Faraday Ave. |( r 1 Q 0 OJ o 0 (56) !r Airport Road R llivv ITir Palom: PalomarAirport Rd,li ose Dr ^ W s 0 "53 Year 2020 Volume © CM ra ra r- ra ro CM t-CiroCi hv ra ra ro ro V- T- T- CM Longhorn/Live Oak 389/222 ^ 80/40 — 149/108--^ V I V 1^ AM/PM ^165/55 — 118/50 ^66/13 ^ t r , ro ro ra i CM Tf ra ' Ci "5 ro I ra Si ro : ro ro I t- ro Tf (55) cn ro —^ ra ra ra V- ro ^ raiG hv ra ro T- CM ra T- T- CO V j V ^ ^7/70 — 209/400 ^ 90/553 Faraday Ave. 521/1014-^ 329/95 — 299/135^ AM/PM Melrose Dr. ^ 331/108-> 1919/1289— 253/29^ AM/PM ra ' ro r^ ra ro ra o h~ T- CO 5) T^ ra T- ra CM ro Tf CO ^303/198 —1611/1374 J I V ^^245/620 o o PalomarAirport Rd,l^ 846/469-^ 1140/1390— 157/245 > AM/PM ^ t r ro •j-CM ra CM CD CM O 00 ra Tf ro ra Tf 2020 Assumed Lane Geometry Recommended Improve Modifications © Existing geometries used for year 2020 analysis. © ^••v 1 Longhorn/Live Oak Mi- •Convert left turn to protected phasing. > O * * VIIIVV Faraday Ave, X* •Mr r Miiiif*^ * Future roadway extensions require changes to the intersection configuration. © CL > VIIIVV. HIW Faraday Ave, li •i Q 0 OJ 2 0 5 ****** VIIIVV l-f PalomarAirport Rd, ^* ^-*^iii^ 0 * Future roadway extensions require changes to the intersection configuration. (56) Q. Q. VVIHVVR VIIIVV PalomarAirport Rd,U i '^M\iiiii*' Q. 0 o OJ o 0 REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 20C (page 5 of 6) Existing Geometry llivv 1 SR-7a EB Ramps ovlp -y 111^ Year 2020 Vol ume © —1549/1305 ^186/316 i] SR-78 EB Ramps |c 385/466^ 2/0— 952/449^ AM/PM Sycamore Ave, 818/1608 — 657/912-^ AM/PM. 2020 Assumed Lane Geometry Recommended Improvem Modifications Existing geometries used for year 2020 analysis. llivv SR-78 EB Ramps f 0 iii(^ o Legend Geometry Mitigation Existing Geometry xxyxx AM/PM Peak Hour Turning Movements i Signalized Intersection ovlp Right-turn Overlap free Free Right-turn ••• Stop Sign *> Future Roadway Ext. REQUIRED MITIGATION - ICU 2020 WITHOUT CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 20C (pagG6of 6) DRAFT Roadway Segment Analysis Table 9 summarizes the results of the Horizon Year 2020 roadway segment analysis based on average daily traffic (ADT) volumes and County of San Diego roadway classifications. As shown in Table 9, the following roadway segments are forecast to operate at unacceptable LOS: Roadwav: Segment Scenario College Boulevard* Plaza Drive to El Camino Real With & Without Cannon El Camino Real College Boulevard to Palomar Airport Road With & Without Cannon Melrose Drive** Sycamore Avenue to Palomar Airport Road With & Without Cannon Palomar Airport Road El Fuerte Street to Melrose With & Without Cannon Faraday Avenue College to El Camino Without Cannon Lake Boulevard El Camino to Melrose Drive With & Without Cannon Carlsbad Village Drive Glasgow to College Boulevard With & Without Cannon Sycamore Avenue East of Melrose Drive With & Without Cannon * College Boulevard from Carlsbad Village Drive to Cannon Road forecast at LOS D with Cannon Reach 4 as 2 or 4 lane. **2-lane Cannon Road Reach 4, Melrose Drive from Faraday to Palomar Airport; Road is forecast to operate at LOS D. Table 10 summarizes the peak hour roadway segment analysis based on City of Carlsbad per lane capacity threshold of 1,800 vehicles per hour per lane. As shown in Table 10, all roadway segments are forecast to operate at acceptable levels of service with or without Cannon Reach 4, with the exception of Sycamore Avenue, which is forecast to operate at LOS F east of Melrose Drive as a two-lane collector (directional capacity of 1,800 vehicles per lane). 100 DRAFT Table 9 Horizon Year 2020 Roadway Segment Analysis - ADT Classification Capacity @ LOSE No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment {it Lanes) Capacity @ LOSE ADT V/C LOS ADT V/C LOS ADT V/C LOS College Boulevard North of Vista Way Major (6) 50,000 39,600 0.792 C 39,600 0.792 C 37,200 0.744 C EB Ramp to Plaza Major (6) 50,000 39,600 0.792 c 39,600 0.792 c 37,200 0.744 c Plaza Drive to Lake Boulevard-Marron Road Major (6) 50,000 66,200 1.324 F 61,200 1.224 F 61,600 1.232 F Lake Drive to Tamarack (N) Major (4) 40,000 56,400 1.410 F 48,300 1.208 F 48,300 1.208 F Tamarack (N) to Tamarack (S) Major (4) 40,000 57,200 1.430 F 49,200 1.230 F 49,700 1.243 F Tamarack (S) to Carlsbad Village Drive Major (4) 40,000 52,500 1.313 F 44,500 1.113 F 45,000 1.125 F Carlsbad Village Drive to Cannon Road Major (4) 40,000 39,600 0.990 E 33,100 0.828 D 33,600 0.840 D Cannon Road to El Camino Real Major (4) 40,000 35,500 0.888 E 46,600 1.165 F 43,400 1.085 F El Camino Real to Faraday Major (4) 40,000 23,300 0,583 A 28,700 0.718 C 28,300 0,708 C El Camino Real Crestview Drive to Cannon Road Prime (6) 60,000 52,300 0.872 D 54,300 0.905 D 54,100 0.902 D Cannon Road to College Boulevard Prime (6) 60,000 47,500 0.792 C 47,100 0.785 C 47,100 0.785 C College Boulevard to Faraday Avenue Prime (6) 60,000 62,200 1.037 F 64,400 1.073 F 63,200 1.053 F Faraday Avenue to Palomar Airport Road Prime (6) 60,000 56,500 0.942 E 58,300 0.972 E 54,900 0.915 E Melrose Drive Melrose Way to Escondido Avenue Prime (6) 60,000 36,100 0.602 B 43,000 0.717 C 42,000 0.700 B Escondido Avenue to Sunset Drive (Vista) Prime (6) 60,000 41,900 0,698 B 52,800 0.880 D 51,100 0.852 D Sunset Drive to Cannon Road (Oceanside) Prime (6) 60,000 41,000 0,683 B 52,000 0.867 D 50,000 0.833 D Cannon Road to Buena Vista Prime (6) 60,000 47,400 0.790 B 43,400 0.723 B 44,400 0.740 B Buena Vista to Longhorn Prime (6) 60,000 50,500 0.842 D 44,200 0.737 C 45,800 0,763 C Longhorn to Shadowridge Prime (6) 60,000 45,000 0.750 C 38,100 0,635 B 39,900 0.665 B Shadowridge Drive to Sycamore Avenue (Vista) Prime (6) 60,000 44,400 0.740 C 35,100 0,585 A 37,000 0.617 B Sycamore Avenue to Faraday Avenue-Park Center (V) Prime (6) 60,000 78,600 1.310 F 69,000 1.165 F 72,100 1.202 F Faraday Avenue to Palomar Airport Road Prime (6) 60,000 59,400 0.990 E 52,200 0.870 D 55,200 0.920 E South of Palomar Airport Road Prime (6) 60,000 45,000 0.750 C 42,900 0.715 C 44,200 0.737 C Cannon Road Faraday Avenue to El Camino Real Major (4) 40,000 20,100 0.503 A 23,800 0,595 A 22,900 0.573 A El Camino Real to College Boulevard Major (4) 40,000 10,600 0.265 A 19,100 0,478 A 17,200 0.430 A 101 DRAFT Table 9 Horizon Year 2020 Roadway Segment Analysis - ADT Classification Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E ADT V/C LOS ADT V/C LOS ADT v/c LOS Cannon Reach 4 Major (4) 40,000 3,600 0.090 A 27,300 0.683 B -~ - Mysteria Drive to Shadowridge Drive (Oceanside) Major (2) 30,000 ~ -~ ~ ~ ~ 23,000 0.77 D Shadowridge Drive to Lake Boulevard (Oceanside) Major (4) 40,000 10,000 0.250 A 31,100 0.778 C 27,200 0.680 B Lake Boulevard to Melrose Drive Major (4) 40,000 15,000 0.375 A 33,300 0.833 D 29,700 0.743 C Palomar Airport Road El Fuerte Street to Melrose Drive Prime (6) 60,000 71,300 1.188 F 70,000 1.167 F 70,300 1.172 •F Melrose Drive to eastern City-limit Prime (6) 60,000 48,500 0.808 D 48,500 0.808 D 48,500 0.808 D Faraday Avenue Camino Hills To College Boulevard Sec. Art. (4) 30,000 16,400 0.547 C 16,100 0.537 C 16,200 0.540 C College Boulevard to El Camino Real Sec. Art. (4) 30,000 25,200 0.840 E 23,000 0.767 D 23,200 0.773 D El Camino Real to El Fuerte Street Sec. Art. (4) 30,000 34,600 1.153 F 30,700 1.023 F 31,200 1.040 F El Fuerte Street to Melrose Drive Sec. Art, (4) 30,000 40,400 1.347 F 35,300 1.177 F 35,800 1.193 F Melrose Drive to Business Park Sec. Art. (4) 30,000 14,700 0.490 A 13,400 0.447 A 13,400 0.447 A Lake Boulevard East of College Boulevard Collector (4) 30,000 33,000 1.100 F 32,700 1.090 F 32,700 1.090 F College Boulevard to Thunder Drive Collector (4) 30,000 25,500 0.850 E 22,500 0.750 D 22,700 0.757 D Thunder Drive to Sky Haven Lane Collector (2) 15,000 16,200 1.080 F 13,700 0.913 E 14,000 0.933 E Sky Haven Lane to Emerald Drive Collector (4) 30,000 11,900 0.397 B 9,200 0.307 A 9,500 0.317 A Emerald Drive to Cannon Road Collector (4) 30,000 16,300 0.543 C 13,700 0.457 B 14,000 0.467 B Shadowridge Drive Cannon Road to Longhorn Collector (2) 15,000 6,500 0.433 A 5,700 0,380 A 5,600 0.373 A Longhorne to Melrose Drive Collector (2) 15,000 7,200 0.480 A 6,100 0,407 A 6,000 0.400 A Plaza Drive College Boulevard to SR-78 Westbound Ramps Collector (4) 30,000 23,300 0.777 D 22,000 0.733 D 22,000 0.733 D SR-78 Westbound Ramps to Thunder Drive Collector (4) 30,000 14,700 0.490 C 14,100 0,470 C 14,100 0.470 B Carlsbad Village Drive Glasgow to College Boulevard Collector (2) 15,000 18,000 1.200 F 18,000 1.200 F 17,400 1.160 F Thunder Drive Hacienda Road to Lake Drive Collector (2) 15,000 9,300 0.620 C 9,300 0.620 C 11,100 0,740 D 102 DRAFT Table 9 Horizon Year 2020 Roadway Segment Analysis - ADT Roadway Segment Classification (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment Classification (# Lanes) Capacity @ LOS E ADT V/C LOS ADT V/C LOS ADT V/C LOS Sky Haven Emerald Drive - Sunset Drive to Lake Boulevard Collector (2) 15,000 2,200 0.147 A 2,200 0.147 A 2,200 0.147 A Emerald Drive Emerald Drive - Sunset Drive to Lake Boulevard Collector (2) 15,000 7,800 0.520 C 7,800 0.520 C 6,800 0.453 B Sycamore Avenue East of Melrose Drive Major (4) 40,000 51,500 1.288 F 51,500 1.288 F 52,100 1.303 F Buena Vista East of Melrose Drive Collector (2) 15,000 5,800 0.387 A 5,200 0.347 A 5,600 0.373 A Mar Vista Drive Melrose Drive to Buena Vista Drive (Future-Vista) Collector (2) 15,000 -~ ~ ~ ~ ~ -~ Buena Vista Drive to Thibedo (Future-Vista) Collector (2) 15,000 ~ -~ ~ -~ ~ ~ ~ Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) Collector (2) 15,000 9,200 0,613 C 13,000 0.867 D 12,300 0.820 D Sunset Drive East of Melrose Drive Collector (2) 15,000 10,100 0.673 D 10,100 0.673 D 9,600 0.640 C West of Melrose Drive Collector (2) 15,000 1,300 0.087 A 1,300 0.087 A 1,500 0,100 A 103 DRAFT Table 10a Horizon - A.IVl. Peak Hour Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS College Boulevard North of Vista Way NB (3) 5,400 1,163 0.22 A 1,160 0.21 A 1,125 0.21 A North of Vista Way SB (3) 5,400 1,396 0.26 A 1,240 0.23 A 1,258 0.23 A EB Ramp to Plaza NB (4) 7,200 2,328 0.32 A 2,270 0.32 A 2,238 0.31 A EB Ramp to Plaza SB (5) 9,000 3,064 0.34 A 2,810 0.31 A 2,830 0.31 A Plaza Drive to Lake Boulevard-Marron Road NB (2) 3,600 2,348 0.65 B 2,290 0.64 B 2,269 0.63 B Plaza Drive to Lake Boulevard-Marron Road SB (2) 3,600 1,682 0.47 A 1,394 0.39 A 1,417 0.39 A Lake Drive to Tamarack (N) NB (2) 3,600 2,191 0.61 B 1,996 0.55 A 1,990 0.55 A Lake Drive to Tamarack (N) SB (2) 3,600 1,738 0.48 A 1,735 0.48 A 1,427 0.40 A Tamarack (N) to Tamarack (S) NB (2) 3,600 2,058 0.57 A 1,863 0.52 A 1,857 0.52 A Tamarack (N) to Tamarack (S) SB (2) 3,600 1,555 0.43 A 1,552 0.43 A 1,244 0.35 A Tamarack (S) to Carlsbad Village Drive NB (2) 3,600 800 0.22 A 923 0.26 A 875 0.24 A Tamarack (S) to Carlsbad Village Drive SB (2) 3,600 1,992 0.55 A 2,084 0.58 A 2,207 0.61 B Carisbad Village Drive to Cannon Road NB (1) 1,800 1,338 0.74 C 1,167 0.65 B 1,155 0.64 B Carisbad Village Drive to Cannon Road SB (1) 1,800 1,359 0.75 C 1,078 0.60 A 1,088 0.60 B Cannon Road to El Camino Real NB (2) 3,600 1,729 0.48 A 1,768 0.49 A 1,729 0.48 A Cannon Road to El Camino Real SB (2) 3,600 2,294 0.64 B 2,392 0.66 B 2,380 0.66 B El Camino Real to Faraday NB (2) 3,600 800 0.22 A 923 0.26 A 875 0.24 A El Camino Real to Faraday SB (2) 3,600 1,259 0.35 A 1,465 0.41 A 1,473 0.41 A Faraday to Palomar Oaks Way NB (2) 3,600 1,345 0.37 A 1,423 0.40 A 1,376 0.38 A Faraday to Palomar Oaks Way SB (2) 3,600 860 0.24 A 982 0.27 A 977 0.27 A El Camino Real Crestview Drive to Cannon Road NB (2) 3,600 1,867 0.52 A 1,894 0.53 A 1,921 0.53 A Crestview Drive to Cannon Road SB (2) 3,600 2,240 0.62 B 2,344 0.65 B 2,334 0.65 B Cannon Road to College Boulevard NB (2) 3,600 1,729 0.48 A 1,768 0.49 A 1,729 0.48 A Cannon Road to College Boulevard SB (2) 3,600 2,294 0.64 B 2,392 0.66 B 2,380 0.66 B College Boulevard to Faraday Avenue NB (2) 3,600 2,207 0.61 B 2,121 0.59 A 2,202 0.61 B College Boulevard to Faraday Avenue SB (2) 3,600 2,415 0.67 B 2,217 0.62 B 2,386 0.66 B Faraday Avenue to Palomar Airport Road NB (2) 3,600 2,890 0.80 D 2,259 0.63 B 2,876 0.80 C Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,589 0.44 A 2,403 0.67 B 1,595 0.44 A 104 DRAFT Table 10a Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Melrose Drive Melrose Way to Escondido Avenue NB (2) 3,600 1,086 0.30 A 1,274 0.35 A 1,259 0.35 A Melrose Way to Escondido Avenue SB (2) 3,600 1,184 0.33 A 1,408 0.39 A 1,400 0.39 A Escondido Avenue to Sunset Drive (Vista) NB (2) 3,600 1,169 0.32 A 1,712 0.48 A 1,340 0.37 A Escondido Avenue to Sunset Drive (Vista) SB (2) 3,600 1,237 0.34 A 1,690 0.47 A 1,443 0.40 A Sunset Drive to Cannon Road (Oceanside) NB (2) 3,600 1,639 0.46 A 1,846 0.51 A 1,813 0.50 A Sunset Drive to Cannon Road (Oceanside) SB (2) 3,600 1,379 0.38 A 1,833 0.51 A 1,763 0.49 A Cannon Road to Buena Vista NB (2) 3,600 1,859 0.52 A 1,686 0.47 A 1,790 0.50 A Cannon Road to Buena Vista SB (2) 3,600 1,997 0.55 A 1,914 0.53 A 1,996 0.55 A Buena Vista to Longhorn NB (2) 3,600 2,052 0.57 A 1,851 0.51 A 1,946 0.54 A Buena Vista to Longhorn SB (2) 3,600 2,279 0.63 B 2,113 0.59 A 2,195 0.61 B Longhorn to Shadowridge NB (2) 3,600 1,661 0.46 A 1,451 0.40 A 1,542 0.43 A Longhorn to Shadowridge SB (2) 3,600 2,165 0.60 B 1,988 0.55 A 2,065 0.57 A Shadowridge Drive to Sycamore Avenue (Vista) NB (2) 3,600 1,359 0.38 A 1,102 0.31 A 1,187 0.33 A Shadowridge Drive to Sycamore Avenue (Vista) SB (2) 3,600 2,298 0.64 B 2,008 0.56 A 2,067 0.57 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) NB (2) 3,600 2,447 0.68 B 2,211 0.61 B 2,298 0.64 B Sycamore Avenue to Faraday Avenue-Park Center (Vista) SB (2) 3,600 2,798 0.78 C 2,560 0.71 C 2,594 0.72 C Faraday Avenue to Palomar Airport Road NB (2) 3,600 2,990 0.83 D 2,899 0.81 D 2,940 0.82 D Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,105 0.31 A 1,113 0.31 A 1,121 0.31 A South of Palomar Airport Road NB (2) 3,600 2,799 0.78 C 2,744 0.76 C 2,765 0.77 C South of Palomar Airport Road SB (2) 3,600 663 0.18 A 835 0.23 A 661 0.18 A Cannon Road Faraday Avenue to El Camino Real EB (2) 3,600 481 0.13 A 629 0.17 A 604 0.17 A Faraday Avenue to El Camino Real WB (2) 3,600 521 0.14 A 679 0.19 A 665 0.18 A El Camino Real to College Boulevard EB (2) 3,600 183 0.05 A 615 0.17 A 498 0.14 A El Camino Real to College Boulevard WB (2) 3,600 489 0.14 A 907 0.25 A 843 0.23 A Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) EB (2) 3,600 122 0.03 A 771 0.21 A ~ -~ Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) EB (1) 1,800 ~ ~ ~ --~ 627 0.35 A Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) WB (2) 3,600 120 0.03 A 836 0.23 A ~ -~ Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) WB (1) 1,800 ~ ~ -~ ~ ~ 667 0.37 A 105 DRAFT Table 10a Horizon Year 2020 Roac way Segment Analysis - A.IVI. Peal< Hour Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Shadowridge Drive to Lake Boulevard (Oceanside) EB (2) 3,600 354 0.10 A 885 0.25 A 740 0.21 A Shadowridge Drive to Lake Boulevard (Oceanside) WB (2) 3,600 165 0.05 A 818 0.23 A 661 0.18 A Lake Boulevard to Melrose Drive EB (2) 3,600 861 0.24 A 1,331 0.37 A 1,225 0.34 A Lake Boulevard to Melrose Drive WB (2) 3,600 463 0.13 A 1,093 0.30 A 971 0.27 A Palomar Airport Road El Fuerte Street to Melrose Drive EB (3) 5,400 2,143 0.40 A 1,969 0.36 A 2,080 0.39 A El Fuerte Street to Melrose Drive WB (3) 5,400 2,519 0.47 A 2,288 0.42 A 2,370 0.44 A Melrose Drive to eastern City-limit EB (3) 5,400 1,814 0.34 A 1,774 0.33 A 1,822 0.34 A Melrose Drive to eastern City-limit WB (3) 5,400 2,805 0.52 A 2,612 0.48 , A 2,612 0.48 A Faraday Avenue Camino Hills To College Boulevard EB (2) 3,600 355 0.10 A 642 0.18 A 356 0.10 A Camino Hills To College Boulevard WB (2) 3,600 936 0.26 A 896 0.25 A 925 0.26 A College Boulevard to El Camino Real EB (2) 3,600 561 0.16 A 982 0.27 A 1,110 0.31 A College Boulevard to El Camino Real WB (2) 3,600 1,293 0.36 A 1,245 0.35 A 224 0.06 A El Fuerte Street to Melrose Drive EB (2) 3,600 122 0.03 A 771 0.21 A 129 0.04 A El Fuerte Street to Melrose Drive WB (2) 3,600 120 0.03 A 836 0.23 A 146 0.04 A Melrose Drive to Business Park EB (2) 3,600 940 0.26 A 882 0.25 A 898 0.25 A Melrose Drive to Business Park WB (2) 3,600 1,149 0.32 A 1,047 0.29 A 1,063 0.30 A Lake Boulevard East of College Boulevard EB (1) 1,800 609 0.34 A 594 0.33 A 384 0.21 A East of College Boulevard WB (1) 1,800 619 0.34 A 596 0.33 A 639 0.36 A College Boulevard to Thunder Drive EB (2) 3,600 681 0.19 A 552 0.15 A 987 0.27 A College Boulevard to Thunder Drive WB (1) 1,800 539 0.30 A 456 0.25 A 783 0.44 A Thunder Drive to Sky Haven Lane EB (1) 1,800 452 0.25 A 367 0.20 A 751 0.42 A Thunder Drive to Sky Haven Lane WB (2) 3,600 603 0.17 A 514 0.14 A 716 0.20 A Sky Haven Lane to Emerald Drive EB (2) 3,600 416 0.12 A 331 0.09 A 630 0.18 A Sky Haven Lane to Emerald Drive WB (2) 3,600 445 0.12 A 342 0.10 A 604 0.17 A Emerald Drive to Cannon Road NB (1) 1,800 667 0.37 A 559 0.31 A 557 0.31 A Emerald Drive to Cannon Road SB (2) 3,600 493 0.14 A 433 0.12 A 457 0.13 A 106 DRAFT Table 10a Horizon - A.M. Peak Hour Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-iane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Shadowridge Drive Cannon to Longhorn EB (1) 1,800 547 0.30 A 487 0.27 A 160 0.09 A Cannon to Longhorn WB (1) 1,800 442 0.25 A 383 0.21 A 156 0.09 A Longhorn to Melrose EB (1) 1,800 378 0.21 A 319 0.18 A 305 0.17 A Longhorn to Melrose WB (1) 1,800 547 0.30 A 487 0.27 A 475 0.26 A Plaza Drive College Boulevard to SR-78 Westbound Ramps EB (3) 5,400 691 0.13 A 690 0.13 A 1,067 0.20 A College Boulevard to SR-78 Westbound Ramps WB (2) 3,600 270 0.08 A 270 0.08 A 561 0.16 A SR-78 Westbound Ramps to Thunder Drive EB (2) '3,600 481 0.13 A 629 0.17 A 608 0.17 A . SR-78 Westbound Ramps to Thunder Drive WB (2) 3,600 521 0.14 A 679 0.19 A 479 0.13 A Carlsbad Village Drive Glasgow Drive to College Boulevard EB (1) 1,800 355 0.20 A 355 0.20 A 328 0.18 A Glasgow Drive to College Boulevard WB (1) 1,800 648 0.36 A 664 0.37 A 666 0.37 A Thunder Drive Hacienda Drive to Lake Boulevard NB (1) 1,800 397 0.22 A 365 0.20 A 368 0.20 A Hacienda Drive to Lake Boulevard SB (1) 1,800 227 0.13 A 227 0.13 A 245 0.14 A Sky Haven Sunset Drive to Lake Boulevard NB (1) 1,800 81 0.05 A 84 0.05 A 70 0.04 A Sunset Drive to Lake Boulevard SB (1) 1,800 187 0.10 A 187 0.10 A 191 0.11 A Emerald Drive Sunset Drive to Lake Boulevard NB (1) 1,800 177 0.10 A 129 0.07 A 136 0.08 A Sunset Drive to Lake Boulevard SB (1) 1,800 165 0.09 A 116 0.06 A 134 0.07 A Sycamore Avenue East of Melrose Drive EB (1) 1,800 2,121 1.18 F 2,125 1.18 F 2,143 1.19 F East of Melrose Drive WB (1) 1,800 184 0.10 A 183 0.10 A 183 0.10 A Buena Vista East of Melrose Drive EB (1) 1,800 318 0.18 A 318 0.18 A 318 0.18 A East of Melrose Drive WB (1) 1,800 310 0.17 A 305 0.17 A 311 0.17 A 107 DRAFT Table 10a Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) EB (1) 1,800 131 0.07 A 131 0.07 A 131 0.07 A Melrose Drive to Sunset Drive (Future-Vista) WB (1) 1,800 219 0.12 A 261 0.15 A 215 0.12 A Sunset Drive West of Melrose Drive EB (1) 1,800 219 0.12 A 261 0.15 A 215 0.12 A West of Melrose Drive WB (1) 1,800 180 0.10 A 181 0.10 A 169 0.09 A East of Melrose Drive EB (1) 1,800 131 0.07 A 131 0.07 A 131 0.07 A East of Melrose Drive WB (1) 1,800 219 0.12 A 261 0.15 A 215 0.12 A 108 DRAFT Table 10b Horizon - P.M. Peak Hour Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS College Boulevard North of Vista Way NB (3) 5,400 1,317 0.24 A 1,160 0.21 A 1,155 0.21 A North of Vista Way SB (3) 5,400 1,437 0.27 A 1,240 0.23 A 1,371 0.25 A EB Ramp to Plaza NB (4) 7,200 2,318 0.32 A 2,100 0.29 A 2,104 0.29 A EB Ramp to Plaza SB (5) 9,000 2,854 0.32 A 2,770 0.31 A 2,753 0.31 A Plaza Drive to Lake Boulevard-Marron Road NB (2) 3,600 1,845 0.51 A 1,652 0.46 A 1,655 0.46 A Plaza Drive to Lake Boulevard-Marron Road SB (2) 3,600 2,585 0.72 C 2,535 0.70 C 2,533 0.70 C Lake Drive to Tamarack (N) NB (2) 3,600 1,667 0.46 A 1,665 0.46 A 1,228 0.34 A Lake Drive to Tamarack (N) SB (2) 3,600 2,352 0.65 B 2,136 0.59 A 2,154 0.60 A Tamarack (N) to Tamarack (S) NB (2) 3,600 1,630 0.45 A 1,628 0.45 A 1,191 0.33 A Tamarack (N) to Tamarack (S) SB (2) 3,600 2,299 0.64 B 2,083 0.58 A 2,101 0.58 A 1 Tamarack (S) to Carisbad Village Drive NB (2) 3,600 1,927 0.54 A 1,938 0.54 A 2,055 0.57 A 1 Tamarack (S) to Carisbad Village Drive SB (2) 3,600 773 0.21 A 953 0.26 A 950 0.26 A Carisbad Village Drive to Cannon Road NB (1) 1,800 1,359 0.75 C 998 0.55 A 1,011 0.56 A Carisbad Village Drive to Cannon Road SB (1) 1,800 1,411 0.78 C 1,231 0.68 B 1,250 0.69 B Cannon Road to El Camino Real NB (2) 3,600 1,934 0.54 A 1,864 0.52 A 1,882 0.52 A Cannon Road to El Camino Real SB (2) 3,600 1,743 0.48 A 1,672 0.46 A 1,692 0.47 A El Camino Real to Faraday NB (2) 3,600 1,213 0.34 A 1,318 0.37 A 1,341 0.37 A El Camino Real to Faraday SB (2) 3,600 805 0.22 A 981 0.27 A 982 0.27 A Faraday to Palomar Oaks Way NB (2) 3,600 989 0.27 A 1,067 0.30 A 1,093 0.30 A Faraday to Palomar Oaks Way SB (2) 3,600 1,307 0.36 A 1,429 0.40 A 1,428 0.40 A El Camino Real Crestview Drive to Cannon Road NB (2) 3,600 1,736 0.48 A 1,850 0.51 A 1,834 0.51 A Crestview Drive to Cannon Road SB (2) 3,600 1,854 0.51 A 1,922 0.53 A 1,930 0.54 A Cannon Road to College Boulevard NB (2) 3,600 1,934 0.54 A 1,864 0.52 A 1,882 0.52 A Cannon Road to College Boulevard SB (2) 3,600 1,743 0.48 A 1,672 0.46 A 1,692 0.47 A College Boulevard to Faraday Avenue NB (2) 3,600 2,134 0.59 A 2,121 0.59 A 2,120 0.59 A College Boulevard to Faraday Avenue SB , (2) 3,600 2,278 0.63 B 2,217 0.62 B 2,214 0.62 B Faraday Avenue to Palomar Airport Road NB (2) 3,600 1,624 0.45 A 1,626 0.45 A 1,609 0.45 A Faraday Avenue to Palomar Airport Road SB (2) 3,600 2,369 0.66 B 2,403 0.67 B 2,404 0.67 B 109 DRAFT Table 10b Roadway Segment (# Lanes) Capacity @ LOSE No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOSE Volume V/C LOS Volume V/C LOS Volume V/C LOS Melrose Drive Melrose Way to Escondido Avenue NB (2) 3,600 1,237 0.34 A 1,588 0.44 A 1,581 0.44 A Melrose Way to Escondido Avenue SB (2) 3,600 1,407 0.39 A 1,677 0.47 A 1,633 0.45 A Escondido Avenue to Sunset Drive (Vista) NB (2) 3,600 1,316 0.37 A 1,942 0.54 A 1,655 0.46 A Escondido Avenue to Sunset Drive (Vista) SB (2) 3,600 1,602 0.45 A 2,005 0.56 A 1,805 0.50 A Sunset Drive to Cannon Road (Oceanside) NB (2) 3,600 1,635 0.45 A 1,989 0.55 A 1,976 0.55 A Sunset Drive to Cannon Road (Oceanside) SB (2) 3,600 1,858 0.52 A 2,234 0.62 B 2,144 0.60 A Cannon Road to Buena Vista NB (2) 3,600 2,127 0.59 A 2,071 0.58 A 2,100 0.58 A Cannon Road to Buena Vista SB (2) 3,600 2,242 0.62 B 2,067 0.57 A 2,097 0.58 A Buena Vista to Longhorn NB (2) 3,600 1,925 0.53 A 1,813 0.50 A 1,835 0.51 A Buena Vista to Longhorn SB (2) 3,600 2,640 0.73 C 2,333 0.65 B 2,405 0.67 B Longhorn to Shadowridge NB (2) 3,600 1,855 0.52 A 1,740 0.48 A 1,759 0.49 A Longhorn to Shadowridge SB (2) 3,600 2,323 0.65 B 2,023 0.56 A 2,083 0.58 A Shadowridge Drive to Sycamore Avenue (Vista) NB (2) 3,600 2,076 0.58 A 1,815 0.50 A 1,846 0.51 A Shadowridge Drive to Sycamore Avenue (Vista) SB (2) 3,600 1,789 0.50 A 1,478 0.41 A 1,505 0.42 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) NB (2) 3,600 2,373 0.66 B 2,115 0.59 A 2,149 0.60 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) SB (2) 3,600 2,294 0.64 B 2,287 0.64 B 2,332 0.65 B Faraday Avenue to Palomar Airport Road NB (2) 3,600 2,387 0.66 B 2,254 0.63 B 2,277 0.63 B Faraday Avenue to Palomar Airport Road SB (2) 3,600 2,022 0.56 A 1,943 0.54 A 1,954 0.54 A South of Palomar Airport Road NB (2) 3,600 1,123 0.31 A 1,050 0.29 A 1,062 0.30 A South of Palomar Airport Road SB (2) 3,600 2,541 0.71 C 2,436 0.68 B 2,458 0.68 B Cannon Road Faraday Avenue to El Camino Real EB (2) 3,600 819 0.23 A 988 0.27 A 936 0.26 A Faraday Avenue to El Camino Real WB (2) 3,600 890 0.25 A 1,067 0.30 A 1,019 0.28 A El Camino Real to College Boulevard EB (2) 3,600 405 0.11 A 749 0.21 A 681 0.19 A El Camino Real to College Boulevard WB (2) 3,600 320 0.09 A 770 0.21 A 685 0.19 A Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) EB (2) 3,600 142 0.04 A 902 0.25 A ~ — - Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) EB (1) 1,800 ~ ~ -~ -~ 827 0.46 A Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) WB (2) 3,600 161 0.04 A 804 0.22 A -~ — Reach 4 Mysteria Drive to Shadowridge Drive (Oceanside) WB (1) 1,800 ~ ~ --~ 778 0.43 A 110 DRAFT Table 10b Horizon - P.M. Peak Hour Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Shadowridge Drive to Lake Boulevard (Oceanside) EB (2) 3,600 300 0.08 A 804 0.22 A 757 0.21 A Shadowridge Drive to Lake Boulevard (Oceanside) WB (2) 3,600 306 0.08 A 900 0.25 A 845 0.23 A Lake Boulevard to Melrose Drive EB (2) 3,600 708 0.20 A 1,265 0.35 A 1,245 0.35 A Lake Boulevard to Melrose Drive WB (2) 3,600 827 0.23 A 1,564 0.43 A 1,439 0.40 A Palomar Airport Road El Fuerte Street to Melrose Drive EB (3) 5,400 2,104 0.39 A 1,988 0.37 A 2,007 0.37 A El Fuerte Street to Melrose Drive WB (3) 5,400 2,403 0.44 A 2,354 0.44 A 2,350 0.44 A Melrose Drive to eastem City-limit EB (3) 5,400 1,736 0.32 A 1,747 0.32 A 1,727 0.32 A Melrose Drive to eastem City-limit WB (3) 5,400 2,648 0.49 A 2,486 0.46 A 2,509 0.46 A Faraday Avenue Camino Hills To College Boulevard EB (2) 3,600 837 0.23 A 813 0.23 A 833 0.23 A Camino Hills To College Boulevard WB (2) 3,600 661 0.18 A 661 0.18 A 661 0.18 A College Boulevard to El Camino Real EB (2) 3,600 991 0.28 A 982 0.27 A 985 0.27 A College Boulevard to El Camino Real WB (2) 3,600 676 0.19 A 612 0.17 A 612 0.17 A El Fuerte Street to Melrose Drive EB ' (2) 3,600 142 0.04 A 902 0.25 A 827 0.23 A El Fuerte Street to Melrose Drive WB (2) 3,600 161 0.04 A 804 0.22 A 778 0.22 A Melrose Drive to Business Park EB (2) 3,600 183 0.05 A 184 0.05 A 184 0.05 A Melrose Drive to Business Park WB (2) 3,600 1,245 0.35 A 1,111 0.31 A 1,112 0.31 A Lake Boulevard East of College Boulevard EB (1) 1,800 1,110 0.62 B 1,106 0.61 B 1,109 0.62 B East of College Boulevard WB (1) 1,800 1,098 0.61 B 1,082 0.60 B 1,085 0.60 B College Boulevard to Thunder Drive EB (2) 3,600 1,106 0.31 A 1,086 0.30 A 948 0.26 A College Boulevard to Thunder Drive WB (1) 1,800 1,218 0.68 B 1,190 0.66 B 1,115 0.62 B Thunder Drive to Sky Haven Lane EB (1) 1,800 826 0.46 A 826 0.46 A 740 0.41 A Thunder Drive to Sky Haven Lane WB (2) 3,600 781 0.22 A 782 0.22 A 694 0.19 A Sky Haven Lane to Emerald Drive EB (2) 3,600 707 0.20 A 671 0.19 A 615 0.17 A Sky Haven Lane to Emerald Drive WB (2) 3,600 736 0.20 A 695 0.19 A 640 0.18 A Emerald Drive to Cannon Road NB (1) 1,800 451 0.25 A 497 0.28 A 501 0.28 A Emerald Drive to Cannon Road SB (2) 3,600 787 0.22 A 729 0.20 A 749 0.21 A 111 Table 10b DRAFT Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Shadowridge Drive EB (1) 1,800 176 0.10 A 176 0.10 A 187 0.10 A Cannon to Longhorn WB (1) 1,800 172 0.10 A 172 0.10 A 163 0.09 A EB (1) 1,800 124 0.07 A 124 0.07 A 116 0.06 A Longhorn to Melrose WB (1) 1,800 176 0.10 A 176 0.10 A 187 0.10 A Plaza Drive EB (3) 5,400 1,138 0.21 A 1,080 0.20 A 1,057 0.20 A College Boulevard to SR-78 Westbound Ramps WB (2) 3,600 713 0.20 A 670 0.19 A 657 0.18 A EB (2) 3,600 819 0.23 A 988 0.27 A 936 0.26 A SR-78 Westbound Ramps to Thunder Drive WB (2) 3,600 890 0.25 A 1,067 0.30 A 1,019 0.28 A Carlsbad Village Drive EB (1) 1,800 663 0.37 A 659 0.37 A 660 0.37 A Glasgow Drive to College Boulevard WB (1) 1,800 357 0.20 A 380 0.21 A 380 0.21 A Thunder Drive NB (1) 1,800 451 0.25 A 431 0.24 A 328 0.18 A Hacienda Drive to Lake Boulevard SB (1) 1,800 627 0.35 A 549 0.30 A 593 0.33 A Sky Haven NB (1) 1,800 146 0.08 A 146 0.08 A 153 0.08 A Sunset Drive to Lake Boulevard SB (1) 1,800 122 0.07 A 126 0.07 A 129 0.07 A Emerald Drive NB (1) 1,800 185 0.10 A 149 0.08 A 140 0.08 A Sunset Drive to Lake Boulevard SB (1) 1,800 386 0.21 A 327 0.18 A 313 0.17 A Sycamore Avenue EB (1) 1,800 1,375 0.76 C 1,372 0.76 C 1,361 0.76 C East of Melrose Drive WB (1) 1,800 351 0.20 A 350 0.19 A 351 0.19 A Buena Vista EB (1) 1,800 345 0.19 A 345 0.19 A 345 0.19 A East of Melrose Drive WB (1) 1,800 852 0.47 A 853 0.47 A 853 0.47 A 112 DRAFT Table 10b Roadway Segment (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Roadway Segment (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) EB (1) 1,800 250 0.14 A 250 0.14 A 250 0.14 A Melrose Drive to Sunset Drive (Future-Vista) WB (1) 1,800 190 0.11 A 339 0.19 A 185 0.10 A Sunset Drive West of Melrose Drive EB (1) 1,800 190 0.11 A 339 0.19 A 185 0.10 A West of Melrose Drive WB (1) 1,800 292 0.16 A 255 0.14 A 269 0.15 A East of Melrose Drive EB (1) 1,800 250 0.14 A 250 0.14 A 250 0.14 A East of Melrose Drive WB (1) 1,800 190 0.11 A 339 0.19 A 185 0.10 A 113 DRAFT 2030 CONDITIONS Horizon year 2030 conditions represent buildout conditions. In addition to the improvement planned for the year 2020, the Horizon Year 2030 analysis includes the following key roadway improvement projects: • Extension of Melrose Drive (2010) • Extension of Faraday Avenue from Melrose Drive to El Fuerte (2010) • Extension of Faraday Avenue from El Fuerte to El Camino Real (2010) • Extension of College Boulevard from Cannon Road to El Camino Real (2010) • Improvements to 1-5 / S.R. 78 Interchange (2030) Exhibit 21 illustrates the roadway network for the year 2030. Intersection geometric configurations for the 59 study intersections are illustrated in Exhibits (22A-E). Analysis of the Horizon Year 2030 conditions includes the planned roadway and intersection improvements in the study area described previously. A total of four study scenarios were evaluated for the year 2030 conditions: • 2030 No Build - Without Cannon Road Reach 4 Extension - This scenario assumes that Cannon Reach 4 is not constructed. • 2030 With Cannon Reach 4 - This scenario evaluates the conditions as proposed in the City of Carlsbad Circulation Element. Cannon Road Reach 4 is assumed to be a four lane major. • 2030 With Cannon Reach 4 Downgrade - This scenario assumes Cannon Road is downgraded from four lanes to two lanes through the Reach 4 section only. • 2030 With Cannon Reach 4 - Without Mar Vista Drive Interchange Connection - This scenario assumes Cannon Reach 4 is a four lane major terminating at the intersection of Melrose and Cannon Road. Average daily traffic volumes for each of the study scenarios are illustrated in Exhibits 23 through 26. Peak hour intersection volumes for each study scenario are illustrated in Exhibits 27 through 30. The results of the analysis are presented herein. 114 DRAFT Post-processing of Intersection Data Post-processing of the year 2030 data was consistent with the methodology described previously in the discussion of the Horizon Year 2020 conditions. Using the SANDAG traffic model, turns were saved for each of the study scenarios into a database, which was then converted to peak hour turning movement volumes. The Horizon Year 2030 No Build condition data was compared to the existing conditions data collected specifically for this project. If reasonable growth was calculated to occur between the year 2004 and 2030, then the traffic model numbers were left unadjusted. Where reasonable growth was not forecast to occur, in other words a less than 10 percent increase in traffic, then the model volumes were increased to reflect a minimum 10 percent growth. 115 NOT TO SCALE 2030 Conditions Roadway Network 55-100185,001 - December 2005 EXHIBIT 21 © -4IIVV Vista Way i AM/PM -•JIII^ College Blvd. / Vista Way ® J3—-Plaza Dr AM/PM College Blvd, / Plaza Dr, ® Carlsbad Village Dr,lo X ovlp. AM/PM Mi- College Blvd, / Carisbad Village Dr, lllll SR-78 EB Ramps i ® VIIVV 1 AM/PM Illl Lake Blvd. i NOTE: FUTURE INTERSECTION M- r ovlp- AM/PM viiv Cannon Rd, r* J AM/PM ^11^ T! * * ** > CO College Blvd, / SR-78 EB Off-Ramp College Blvd, / Lake Blvd-Marron Rd College Blvd, / Cannon Rd, © -IK Vista Way ® J ovlp-^ AM/PM ® CO I CC CO M\i- AM/PM Tamarack (N) ii- V|||V I f Cannon Rd. AM/PM SR-78 WB Ramps / Vista Way College Blvd, / Tamarack (N) El Camino Real / Cannon Rd, ® 4V © Plaza Dr r X Mr r ® AM/PM Plaza Dr / SR-78 EB Ramps AM/PM Mi-Cannon Rd, AM/PM College Blvd, / Tamarack (S) Faraday Ave, / Cannon Rd, 2030 Intersection Geometry 55-100185,001 EXHIBIT 22A NOTE: FUTURE 4-WAY INTERSECTION V I V 1 r Cannon Rd, AM/PM Paseo Del Norte / Cannon Rd, ® Cannon Rd. X i AM/PM 1-5 NB Ramps / Cannon Rd. ® V|^V Cannon Rd, r r AM/PM 1-5 SB Ramps / Cannon Rd. NOTE: WB SR-78 TO SB 1-5 FLYOVER 1 6) RAMP COMPLETED BY 2030, SR-78 AM/PM -5 SB Ramps / SR-78 ® -t'VV PalomarAirport Rd, AM/PM . free -5 SB Ramps / PalomarAirport Rd. ® PalomarAirport Rd, AM/PM 1-5 NB Ramps/ PalomarAirport Rd, ® HIW • ovlp PalomarAirport Rd,|o r r IMiii- AM/PM Paseo Del Norte / PalomarAirport Rd V|^V o o Poinsettia Ln, l£ AM/PM r 1-5 SB Ramps / Poinsettia Ln, @ Poinsettia Ln, AM/PM 1-5 NB Ramps / Poinsettia Ln. > VHI SR-78 WB Ramps AM/PM El Camino Real / SR-78 WB Ramps III vv SR-78 EB Ramps free --y. AM/PM Q. > O El Camino Real / SR-78 EB Ramps HHW Marron Rd. AM/PM CH El Camino Real / Marron Rd, 2030 Intersection Geometry 55-100185,001 EXHIBIT 22B HIIV Carlsbad Village Dr. I M- r r AM/PM El Camino Real / Carisbad Village Dr VHV PalomarAirport Rd. i AM/PM ^^11^ College Blvd, / PalomarAirport Rd, VIIIV*- PalomarAirport Rd, AM/PM CL Q- o El Camino Real / PalomarAirport Rd, HIIV TamarackAve, AM/PM X (34) NOTE: FUTURE INTERSECTION • ovlp p^lll^ VIVV If t PalomarAirport Rd, AM/PM ovlp \M\\-vi o 9 a T3 (0 E Faraday Ave, *> AM/PM El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd, El Fuerte St, / Faraday Ave, HIW El Camino Real J free -y AM/PM r Hlivv 1 f M\ii-> CD 01 Faraday Ave. i AM/PM HIW PalomarAirport Rd to 01 •e 01 ZD El Camino Real / College Blvd. El Camino Real / Faraday Ave, AM/PM El Fuerte St, / PalomarAirport Rd HIW Faraday Ave, X M- r VIV AM/PM M\i'^ PalomarAirport Rd AM/PM VII Q. < SR-78 WB Ramps AM/PM 4: '*t\ii Q. < College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd, Emerald Dr, / SR-78 WB Ramps 2030 Intersection Geometry 55-100185,001 EXHIBIT 22C @ IIVV il @ ® VIII SR-78-EB Ramps L J J > AM/PM , Emerald Dr, / £ B] ^ ii(^ a ' 1 >R-78 EB Ramps Cannon Rd, T AM/PM Shadowridge C (D D) TD « < r, / Cannon Rd, SR-78 WB Ramps l« AM/PM Vista Village Dr, / O) ra 1 1 SR-78 WB Ramps (38) X •Mr r @ Q. > VIVV M-M- r ® IIVV R D] :)] Lake Blvd, l< "V AM/PM Thunder Dr, Q OJ 1 1 - 1 / Lake Blvd, Cannon Rd, lc i r AM/PM Lake Dr, / ( Q J£ CL 3 i < Dannon Rd. SR-78 EB Rampsli > > AM/PM Vista Village Dr. / ll Ul ra (0 Q_ > < SR-78 EB Ramps ® TT i X r ® lc M~ r r j] NOTE: FUTUF ^47; INTER HIV |c iE SIGNALIZED SECTION X r* Lake Blvd, > AM/PM ¥ Sky Haven L 5 H-c 0) > ra 1 n, / Lake Blvd. Vista Way ^ J free AM/PM SR-78 WB Ra jj (A Q. E ra OL CO 1 1 w mps / Vista Way Escondido Ave. lc AM/PM Melrose Dr. / E Mi- a O (0 ^ .ir Q. - 1 scondido Ave, ® Q ni V V" X Mr @ 1 ll @ Lake Blvd, Q. AM/PM 1 Emerald Dr, / Lake Blvd, SR-78 EB Rampsk J i > AM/PM Melrose Dr, / S ^ iii a 01 0 S 1 1 R-78 EB Ramps Sunset Dr lc AM/PM Melrose Dr, Q 01 0 S 1 1 / Sunset Dr. 2030 Intersection Geometry 55-100185,001 EXHIBIT 22D VIIIVV, Cannon Rd. AM/PM Melrose Dr, / Cannon Rd, HHW Shadowridge Dr r AM/PM 4. r Mii- Melrose Dr / Shadowridge Dr, @ V IVV PalomarAirport Rd, i i^ovlp AM/PM ^i- Business Park / Palomar Airport Rd, HIIV NOTE: FUTURE CIP IMPROVEMENT X VlllVVi^ f llivv I Buena Vista Dr, l5^ '*l'f'f 4*" AM/PM D Sycamore Ave, igj ^ . » i * * a. > o AM/PM SR-78 EB Ramps ovlp AM/PM iii Melrose Dr, / Buena Vista Dr. Melrose Dr, / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps @ Longhom/Live Oak NOTE: FUTURE CIP IMPROVEMENT X > O * VIIIVV AM/PM Mi-Faraday/Park Cntr, AM/PM X Mr VIII ^•*^lllf^ * * Q 01 SR-78 WB Ramps la AM/PM c; •*\^iii < s. o E Melrose Dr, / Longhorn/Live Oak Melrose Dr, / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps Dr, 01 5wr V V 1 NOTE: FUTURE 4-WAY INTERSECTION ^* ****** Longhom Dr. AM/PM Shadowridge Dr. / Longhorn Dr. VIIIVV g]^ PalomarAirport Rd, *J^ Melrose Dr, / PalomarAirport: Rd, 2030 Intersection Geometry 55-100185,001 EXHIBIT 22E NOT TO SCALE 2030 No Build ADT Volumes 55-100185.001 - December 2005 EXHIBIT 23 NOT TO SCALE 36.' CV CO' cv 19.3 13. '.5 Ut CP 2030 With Cannon Reach 4 ADT Volumes 55-100185.001 - December 2005 EXHIBIT 24 \|\sta Drive El Camino /f^ 75 •(9 CO cv 27.0 FaraO 35.8 29.? % NOT TO SCALE cn CO I 0; 5- patomarAiipof^^ CO Ol 69.1 0 2030 With Cannon Reach 4 Downgrade ADT Volumes 55-100185.001 - December 2005 EXHIBIT 25 : ^etOr/ so 111 Lake Blvd. -CD 8.6 §1 'CV V^elrose IVay 12.3 Co/ CD I .a ,vj\sta NOT TO SCALE El Camino /;>^ '•5/ A83 ^7. M9 75 cv 23.2 Co Co CTJ I •CS 2030 With Cannon Reach 4 Without Mar Vista Interchange ADT Volumes 55-100185,001 - December 2005 EXHIBIT 26 © CJ> 00 r— O X- ii! ^ cn CO o C3^ T- CD CO 5f Vista Way 46/250-^ 85/302-«- 165/295 > AM/PM ^406/232 145/291 ^264/470 ^ t 00 00 CO ID (J) eg CO CO O CO ?^ r^ LO o CM CD 00 College Blvd. / Vista VV^y © CJ) CD CO ID T SR-78 EB Ramps 439/475-^ 75/281-> AM/PM > CO CO LO 01 ^ 01 ^ ° 53 o o CO College Blvd, / SR-78 EB Off-Ramp © o o O CM ^ ^ o is o? ^ ^ CN Vista Way 91/171 515/697^ 340/530^ AM/PM ^51/91 -^407/493 ^303/618 CL E ro CL. m 00 I 01 CO ^ t r O) CJ) CJ) O) CO CO ^ o o CD IT) in CD CN CO >!- SR-78 WB Ramps / Vista V\fey © O CN CN CD r;- CO CO CO CO CO T- Plaza Dr, 493/693 184/421 — 19/55^ AM/PM ^4/51 -^297/622 ^44/130 ^ t r E CN > r- ID CN Plaza Dr, / SR-78 EB Ramps © T- CO o in CN t: ^ ^ CO o in o CO T- cvj cn Plaza Dr. 110/104-^ 50/60-^ 10/6^ AM/PM ^235/673 —50/11 ^113/207 T— > CD o CO 00 CD CN ege 00 'e— t^ ege 00 in o CJ) O O) College Blvd, / Plaza Dr, © 00 CD CO r^ r- CD 5S CN CO ^ 00 CN CM CO CO V c^ Lake Blvd, 361/570 fr ^532/367 —181/292 ^465/201 180/342-* 62/189^ AM/PM ^ I r CO ^ CD T- o in T- CM CO T- 00 in •5- 1- CO in College Blvd, / Lake Blvd-Marron Rd © in o CM OJ CD ?MiG CO CD CD T V AM/PM 141/40 48/29 Tamarack (N) t r 00 CN T- CD ^ CN in CM 00 O) College Blvd, / Tamarack (N) © O) CD CO CD 00 CO r^ o CD CO in in Tamarack (S) 145/52-^ 19/3-i- 40/13^ AM/PM ^143/66 — 35/10 ^220/63 ^ t r CM CO CN O O CD CJ) CD CM o o in College Blvd, / Tamarack (S) © OM CD CM CM CO •5- ^ O O CO CM O) CM Carlsbad Village Dr, 487/365^ 2/7^ 134/67^ AM/PM ^16/4 -^6/2 ^5/2 ^ t /- CO CD in in o CO "-^ CM College Blvd, / Carisbad Village Dr. ® CM CO o CD CJ) T- O CO ^ V I o o Cannon Rd, 156/312-' 0/0^ 25/94^ ^ 0/0 — 0/0 ^0/0 AM/PM CO 00 > X— CO CD 01 at r^ 01 r--o t— O o o College Blvd. / Cannon Rd. ® CJ) T- CM CD CO CD iS CM 00 CN CO CM Cannon Rd, 205/250^ 106/407 — 155/168^ AM/PM ^51/25 — 325/224 ^124/22 CO CJ) \D h~ o in T- ^ T- i?5 CJ) O) O) r^ CO El Camino Real / Cannon Rd: ® CM j;; CM O o Cannon Rd, 8/18-^ 189/964 — 749/198 AM/PM ^2/2 —730/346 ^73/14 ^ t r CO CD in 00 iS ^M CO T- O) Faraday Ave. I Cannon Rd, 2030 No Build Intersection Volumes 55-100185,001 EXHIBIT 27A ® O) (J) CO CO CT) CD CO T;- CM CO CO CO CO X- Cannon Rd, 376/71 > 1478/847— 402/221^ AM/PM V-I09/41 — 459/1350 ^127/101 CD in CN CM CN r«- 00 00 CO CD oo T- CJ) Paseo Del Norte / Cannon Rd, @ Cannon Rd, 191/299 > 1244/612— ^220/755 — 461/1051 AM/PM CO CD 00 CN r^ CO i?5 LO -5 NB Ramps / Cannon Rd, @ o m CO co 00 00 i:,:: o CM t- Cannon Rd, 459/569— 41/66-^ AM/PM — 336/612 ^217/593 1-5 SB Ramps / Cannon Rd, @ SR-78 938/700 — 156/119> — 789/1091 ^2214/2111 AM/PM _L r^ 1-5 SB Ramps / SR-78 ® o CM CD 5 CM O CJ) CD CM O ^277/1080 — 809/1142 PalomarAirport Rd, 695/960— 100/229> AM/PM Q. E ra D: CO CO 1-5 SB Ramps / PalomarAirport Rd. @ PalomarAirport Rd, 113/263-^ 1455/1367— AM/PM ^502/1147 —920/1940 c^ Q: CM ^ CN "? CN t ra CJ) s CM 1-5 NB Ramps/ PalomarAirport Rd, ® 'CO 00 CO r- CO CO CN CO ^ CO in CD CO 00 ^249/234 — 957/2572 I ^97/280 AM/PM PalomarAirport Rd,[oJ 1 222/329^ 2289/1219— 176/598^ o r^ CO C! ^ CO o CO CM in CM CO CN Paseo Del Norte / PalomarAirport Rd CM CM in oo CO CO CO CM Poinsettia Ln, 757/839— 117/262^ AM/PM -690/713 I ^549/921 1-5 SB Ramps / Poinsettia Ln. Poinsettia Ln, 195/199^ 707/1019 — AM/PM ^453/239 — 1016/1460 ra CO CM CO ^ CO Q: CN ° CD m If) o CD CJ) CO 1-5 NB Ramps / Poinsettia Ln, CD in cn o CD 00 CO CO SR-78 WB Ramps AM/PM ^438/825 — 6/1 ^578/675 15 ^ t (U CL cn CM (U CL CO o c CM CO E ?MC! ra O [V. o ra O •r- in Hi CM El Camino Real / SR-78 WB Ramps CD ^ o CM ^ CO in CO t- in SR-78 EB Ramps 485/608 > 3/1 — 264/380^ AM/PM t r r>-o CD T- r~-- O) CO o 00 in El Camino Real / SR-78 EB Ramps r^ in O CO T- CO J:: ^D !G CO -st O 1- 1^ T- CN t- Manon Rd, 93/183^ 82/272— 52/203^ AM/PM ^ 394/375 — 73/135 ^116/215 CO CO r>- r- CO CO CO in CO CM 00 T- o El Camino Real / Marron Rd, 2030 No Build Intersection Volumes 55-100185,001 EXHIBIT 27B :25) g rJ- 1^ in t- rr CM CO CM in T- cn CM Carisbad Village Dr, 173/127^ 74/273 — 200/109^ AM/PM ^298/163 —240/215 ^12124 »^ t r o T- fv- CO CD CD CO rr r-- CM in rr CO El Camino Real / Carisbad Village Dr, CD CD CM 00 00 CO CO CO o CO T- CO r^ CM in PalomarAirport Rd 886/407-^ 1780/1168— 67/257-^^ AM/PM ^ 44/79 — 920/1896 f 63/489 ^ t 00 r 00 CO CM r-- CM cn CD CM 'd- CM College Blvd, / PalomarAirport Rd. 00 o in r^ r~-CD •5- r- 5) ^ a5 1^ r^ oo CD J \ V PalomarAirport Rd, 148/433-^ 1034/1868— 103/92-^ AM/PM M 098/869 —1457/955 ^91/811 ^ t r o o 00 00 CO in rr CD CD CD El Camino Real / PalomarAirport Rd, oo CD CO CO CD in I TamarackAve, 48/37 y 148/189 — 350/106-^ AM/PM 1 ^25/50 — 134/231 ^361/189 1^ CM CO CD CO E::: ^ ?5 CO CD • V t r CM t- CM CM CO CD CD r^ 5; in ^ CD CD CM r^ T- in PalomarAirport Rd,l 288/170 -> 2380/1108 — 142/152^ AM/PM ^381/152 —1116/2181 ^106/285 t r 8 00 T- o CJ cn in S £2inCi ro in CM 00 5 E cn in S: < i ooo i?5 CO il5 Faraday Ave, 14/5^ 1298/806— 63/308-^ AM/PM ^13/4 —1059/995 ^106/217 ^ t r CD CM r--C:!o22 00 CM Ln in El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd, El Fuerte St, / Faraday Ave, oo CO CN T-CO CD r^ in CO CM CD r^ V_ 743/721 ^1272/1381 ® f 34/60 El Camino Real 8/40^ 1624/1234— 528/263--^ AM/PM 1 rr CD CO o in CO CO X-t- T- cn ^ t o r 00 CD 00 00 in CD Si 55 ^ ^ i?5 CM CM t- CD CM CO Faraday Ave, 28/60 ^ 334/489 — 205/460 AM/PM ^290/635 — 612/288 ^66/64 a CO CD C^ CO O CO ° r- r-- c 1 in r^ r^ in O O CD t- CO CJ CO ^ 00 r^ o CM 00 PalomarAirport Rd, 562/85-^ 1747/3134— 48/284^ I ^258/47 —3124/2223 ^56/157 AM/PM CO r CO T- in in in t- ^ CM JI! CD CO CD CM CO in El Camino Real / College Blvd, El Camino Real / Faraday Ave, El Fuerte St / PalomarAirport Rd, o CO CO r^ O 00 in 00 CD S) 74/343 00 \D CM un Faraday Ave, 59299 J 189/369 — 99/188 AM/PM *-363/414 ^224/467 CD CD t^ CM CO CD ^ f r > CO CD 'O CD rt CO m t- CD CM a; in o5 o T- O CO o CM in PalomarAirport Rd 119/56^ 1304/1199— 521/219--. AM/PM ^191/51 —926/1220 ^187/94 o O CO £2 in CO rr CM -11 r CJ) CJ) CD CO CD CO CO T- T- T- CJ) CM 5 Q. SR-78 WB Ramps AM/PM ^835/1343 — 0/6 ^281/636 ^ t >j 00 00 Q V- CN •o CO T- g O Ln o College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd, Emerald Dr, / SR-78 WB Ramps 2030 No Build Intersection Volumes 55-100185,001 EXHIBIT 27C @ O 00 00 in O) CD ^ CM 00 r^ rr 1 SR-78-EB Ramps 281/413-^ 0/0 — 283/291 > AM/PM t t^ CM CD CM gj CO o in CD CD CD Emerald Dr, / SR-78 EB Ramps rr o CO ^ CO CM V 'v' ^74/109 — 736/457 ^1/0 LO CO CM O O Lake Blvd, 325/326-^ 331/326— 1/7-> AM/PM Thunder Dr, / Lake Blvd, o 00 00 CD r^ C! C! CD CM cn Lake Blvd, 47/93 377/708 — 16/72^ AM/PM ¥ 'V.13/23 ^534/444 13/36 00 in ^ CO CO in 55 00 in CN CO Sky Haven Ln, / Lake Blvd, ® CN CD Q t: CJ -D CN t^ 2 ^127/123 CD O 01 T— T— E ^127/123 — 475/475 •r Lake Blvd. 31/58-' 371/675— AM/PM Emerald Dr, / Lake Blvd, @ — 72/196 ^144/294 Cannon Rd, 92/129— 37/21 > AM/PM cn T- cn owric CD owric in TI CO CM ra SI 00 CO CM Shadowridge Dr. / Cannon Rd. 1^ rr rr o CM O CD ^ ^ S5 in CM CD r- T- ';}• Cannon Rd. fr ^374/307 — 84/467 ^28/248 204/139 215/196 — 0/0 > AM/PM ^ t r O rJ- in oCiS; CD CO O CM T- CM Lake Dr, / Cannon Rd, — 598/685 ^1065/704 Vista Way 435/802 29/24 AM/PM SR-78 WB Ramps / Vista W^y @ CO cn in 00 CD CD SR-78 EB Ramps 2651434 y 0/0— 461/228-s^ AM/PM o o CD CM Melrose Dr, / SR-78 EB Ramps CO CM CO CO in 00 ^ o5 CM 00 00 SR-78 WB Ramps AM/PM ^644/983 — 2/3 ^518/504 ^ t CO CD •5^ II CM ^ CD OO CD Vista Village Dr. / SR-78 WB Ramps CD CN 00 CO 5; CM 00 cn CD SR-78 EB Ramps 412/752-^ 2/1— 66/46^ AM/PM t r CM CO T- CO in 05 CD cn CD CM 00 Vista Village Dr. / SR-78 EB Ramps ® CO 00 CO Ji o T- in Escondido Ave. 0/0 39/41 — 27/7^ AM/PM 33/42 — 37/73 52/78 ^ f r r- CM CD 00 •"^ 00 CO ^ in CD oo CN en Melrose Dr, / Escondido Ave, CM oo CO rr CM Si CN CD CM Sunset Dr, 55/38-^ 27/69 — 148/91^ AM/PM ^31/42 —23/36 ^80/9127 CO CO cn cn <^ CD CO JH 00 CO 00 Melrose Dr, / Sunset Dr, 2030 No Build Intersection Volumes 55-100185,001 EXHIBIT 27D in CD CM in T-C!^ CO CM CM CD CO J ^44/25 — 91/187 ^5/6 Cannon Rd, 277/229^ 141/145-^ 494/497-> AM/PM ^ t r CD CD CD CD r^ CO rr ^ in -U, 00 CM t-CM LO CM Melrose Dr, / Cannon Rd, in in in r-. CO T- 00 CD CM in CN 00 t-T- T- CO V \ ^ Shadowridge Dr, 44/60-^ 244/129— 218/84-^ i ^290/313 —286/178 ^273/135 AM/PM ^ t r CM CD in t- CD O CM rr o cn o CD cn Melrose Dr, / Shadowridge Dr. CO CM T- O T- O 00 5; oo 00 CD CM PalomarAirport Rd, 988/1427^ 904/1542— ^703/227 —1665/1134 ^4/17 14/48 AM/PM t r ' CD N-: CN £2 CM 1^ Business Park / Palomar Airport Rd, oo CD CD in CM in t- CO C!ro^ CO T- O rr CO CO CN ^ Buena Vlsta Dr, 174/408^ 62/51-^ 86/402> AM/PM ^65/70 —87/59 ^417/362 ^ t r . in CM j T- CD in J CM CD r- = CD CD rr CO CM •5- CD r- CO t: in 00 r^ in in T- oo Sycamore Ave, 34/89^ 78/121"^ 71/142> AM/PM ^139/672 —50/128 ^1051/893 ^ t r in in 00 x- CM ^MCH CO CO CD O CM CD Q CM CO <U (A o ^— rr CD <U (A o 00 CO CO CD ^— O SR-78 EB Ramps 399/484-^ 2/0— 988/466^ AM/PM t r CD CD CO rt CD Oi JII CM CO 00 rJ- CD CD Melrose Dr, / Buena Vista Dr, Melrose Dr, / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps ® CM CM in CD r- CD r- CM CJ?5CJ 00 CD CD O CD CM CM V- CM Longhom/Live Oak 412/207-^ 85/42 — 149/115^ AM/PM ^114/58 — 124/14 ^70/14 CM in o in 00 in T- CM io ^= 5° CM CD 00 CM CO r-- ^ t r CN 00 r^ rr CM CO CN ?5 CO J::; cn o rr CM CO o Faraday/Park Cntr, 531/1056^ 288/107 — 287/140 > AM/PM I 8/76 168/286 90/365 in CO t- CO 5; ^ rr in CO CD ^ t r r-- T- o O CD rr ^^!5o O JZ CD in CM CO CM 00 SR-78 WB Ramps AM/PM ^266/516 —4/0 ^924/695 ^ t CD rr O CM CO in o JI; •"^ cn CM o Melrose Dr, / Longhorn/Live Oak Melrose Dr, / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps CO CO CO CD CD cn V141/35 —71/282 Longhom Dr, 274/91^ 268/95-* AM/PM cn 00 CO CO rj- in o CO T- CO 00 in r-- in CM oo CO PalomarAirport Rd, 843/491^ 1200/1397-* 157/247 > AM/PM ^347/234 — 1589/1366 ^245/247 CO CO in T- r^ in CM CD CM CD CO in in CD -cj- Shadowridge Dr, / Longhorn Dr. Melrose Dr, / PalomarAirport Rd, 2030 No Build Intersection Volumes 55-100185,001 EXHIBIT 27E © o o CO T- CO CN CM CD rr CM CM i^ 154/330 —82/294 ^47/252 Vista V\^y 191/419 J 137/291 — 406/234 > AM/PM ^ t o r 00 r^ LO CM o CM 00 00 CO 5? CM 00 in CM CO 1^ College Blvd, I Vista Way © CD CD in in CM SR-78 EB Ramps 439/475^ 265/281-> AM/PM CO in T^ in CM College Blvd, / SR-78 EB Off-Ramp CD CM rr N- CD S2 J-S5 O T- CD CD rr Vista Way 91/172^ 469/649— 340/530-^ AM/PM ^50/19 —336/476 r 298/601 ^ t ro a: m CO 1^ I 01 CO r CD CJ) in CD OD 5° ^= CD in rr in t-co SR-78 WB Ramps / Vlsta V\fey © o O 00 CD CM CO CO CD CO V- Plaza Dr, 484/654^ 180/352— 22/57--^ AM/PM ^10/46 — 244/498 ^41/127 ^ t r CM "5 CO CM in CD E CM , O V- O 1- CM in Plaza Dr. / SR-78 EB Ramps © CD in CD \— \— T— tio) J: rr CM rr in r^ -^j- V231/637 ^49/10 Plaza Dr. 110/103-^ 51/58— 10/8> i f 65/131 AM/PM O CO CD > CM ^— CD m 55 in o 55 rr CO o rr ^— O CD College Blvd, / Plaza Dr. rr in CD CD CO •5- CD 3; 00 S5 o in T- CO 00 CM Lake Blvd. 364/589 ^ 162/325 — 63/192-^ AM/PM ^451/270 — 193/324 ^471/288 ^ t r -sj- CD CO 1^ CD o) CD in in rf CM College Blvd. / Lake Blvd-Marron Rd © in CD T- CD rots CM CO CM CD T V AM/PM 141/40 48/29 Tamarack (N) t o rr CM r CM CD CM CM CO CM CM 00 College Blvd, / Tamarack (N) in CO CD cn t- o o t- ^ CD in Tamarack (S) 152/52^ 19/3— 40/13-^ AM/PM ^148/66 —35/10 ^215/64 ^ t r o CM CO CN g CD in o D ^ ^ S 6) CM JI O s 3i CM in Q. - CM ^ in I o College Blvd, / Tamarack (S) ® in CD r-- o in r^ ^ 15/3 — 5/2 ^5/2 ^ t r CO 00 CO CN i., t- cn CM Carisbad Village Dr. I 448/303-^ 1/6— 145/81 > AM/PM College Blvd, / Carisbad Village Dr. o 00 > CM CO T— CD ege o o ege in T— o o CN ® T- in o CN 05 CD 00 rr r^ o CO CD CO CO ^36/42 — 570/522 ^535/406 Cannon Rd, 193/190^ 409/542 — 22/86^ AM/PM ^ t r CM in CO rj- cn oSSlG CD LO cn 1- in CD College Blvd, / Cannon Rd, ® CO in O CM CM CO T- 00 Ci is JI; CO in •r- 00 rt Cannon Rd, 202/243 276/669— 137/125-^ AM/PM ^118/181 —488/444 ^334/123 n\ 111 rt o in in T- rr r- '^t T-CD JI i?5 00 O 00 El Camino Real / Cannon Rd, ® CN T- O CM O Cannon Rd, 8/18-^ 329/1170 — 742/198 AM/PM ^2/2 — 864/526 74/15 ^ f r «; CD T-5 in oo •o r^ S 00 .ro T- Faraday Ave, / Cannon Rd, 2030 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 28A ® CO CM CO 5 CM CM ?5 O) CO CO T- Cannon Rd,. 355/69 y 1569/952 — 389/214^ AM/PM V 131/42 — 519/1437 ^127/101 f r r>~ CO CO t- CO CO !G ^ C! in rr CO O T- CD CM Paseo Del Norte / Cannon Rd, @ Cannon Rd, I 78/298 > 1296/655 — AM/PM ^200/710 — 523/1137 ' ^ t r CO ^ r^ T- ^ CM in 00 CD in 1-5 NB Ramps / Cannon Rd, ® 00 rt CO t^ CD CO CO ^ OO £2 r-- CM rr CD Cannon Rd, 431/622— 38/65^ AM/PM — 373/688 ^241/603 1-5 SB Ramps / Cannon Rd, @ SR-78 944/673 — 155/121-^ r 795/1131 0/0 AM/PM <J) a. CO O nJ e CM O 01 T— CO CM in 1-5 SB Ramps / SR-78 ®. 00 55 in CM CD in co o V PalomarAirport Rd. 695/945 — 102/232^ ^277/1080 — 794/1131 AM/PM Q. E ro cr CD CO in 1-5 SB Ramps / PalomarAirport Rd. @ ^491/1118 — 909/1936 PalomarAirport Rd, 101/252^ 1469/1353— AM/PM tcT CM CN CO CM CO CO 1-5 NB Ramps / PalomarAirport Rd, ®. 'rr rr CO C35 CO CO in CN T- O CO T- 00 r- PalomarAirport Rd 220/329 2314/1249 — 170/573 > AM/PM ^236/229 —967/2535 ^105/311 0,^ t r •C O CD CM 5 00 rr CO - C! JI JI Q ^ ir5 CO o CO CD 0) CN CO CM (/> ro CL Paseo Del Norte / PalomarAirport Rd CD CO o CM CO ^ 55 JI CO T- CO CN Poinsettia Ln. 754/802 — 116/264^ AM/PM — 712/670 ^544/922 -5 SB Ramps / Poinsettia Ln, @ Poinsettia Ln, 182/190^ 713/980 — ^442/225 — 1046/1418 AM/PM ^ t CM CM CO O CM ^ CD CO r^ rr CM CD -5 NB Ramps / Poinsettia Ln. o CM T- 00 CD ^ r-~ 1^ in SR-78 WB Ramps AM/PM ^437/818 —6/1 ^589/648 r>- CO CO CM CO ?MC! O T- CD CM El Camino Real / SR-78 WB Ramps 00 o o t- CM CO CD ?5 m 00 SR-78 EB Ramps 466/628^ 3/1 — 261/361^ AM/PM t r CD t- cn cn CD r- CO 00 00 El Camino Real / SR-78 EB Ramps o in CO r^ CO CO T- CO in CM o CO CO CM Marron Rd, 96/182 66/269 — 52/248^ AM/PM ^389/370 — 71/127 ^117/218 t 01 ID CO o r^ ,E T- CO CO ^ CM CO CO r^ CD CM CO El Camino Real / Marron Rd, 2030 With Cannon Reach 4 Intersction Volumes 55-100185,001 EXHIBIT 288 CO CD r^ CD O -t- CM Ci o £2 1- T-T- cn CM Carlsbad Village Dr, 171/125-^ 73/257— 201/115^ AM/PM ^289/163 — 221/215 f 73/24 Q: cn 00 CO o 1^ CO CD ,E t^ - o CO o CN O in CD El Camino Real / Carisbad Village Dr, in rr in CO ^ r^ in CM in rr V rv PalomarAirport Rd, 948/410^ 1749/1166 — 67/243-^ K, 44/79 914/1838 61/260 AM/PM ^ t r ^ CM r-- in CO o CD rr CO O CM CM in CM College Blvd, / PalomarAirport Rd, o rr CO CO CO CD CM •T- ^ CD ^ CM rr CD in CO CD J \ V PalomarAirport Rd, 149/467-^ 1020/1807— 102/84-^ AM/PM ^1090/784 — 1360/700 ^477/993 ^ f r CD rr CO r-. CM in CD r^ E 00 , ra CO in CN O CM V- rn r^ 00 El Camino Real / PalomarAirport Rd, CD CO CM 00 CO Ln rt rr O CD •5- CO V V \ V TamarackAve, 40/37-^ 132/180— 386/147--^ AM/PM ^24/51 —127/220 ^377/176 o 00 CD CM 5; L?5 cn ^ t CO cn 00 CD CD h-. 55 JI r--. rr o in r^ in 00 V I V r PalomarAirport Rd,l 301/184-^ 2406/1122— 140/152-^ AM/PM V367/141 —1123/2147 -105/285 t rr 8^ g CO , o ^ cn in ro CO ^ CM ro CM E CD in < o o CD CM LO V \ V Faraday Ave, 15/5^ 1205/655— 62/310 AM/PM ^13/5 —787/941 ^97/221 si CO CM CT) CM •£ CD u- CM O OT rr El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd El Fuerte St, / Faraday Ave, CO CO rr in ^ CD JI CM r^ CO 00 T- •5t CO N- V \ V ^ 765/775 — 1321/1675 ^119/58 El Camino Real 24/39^ 1703/1171 835/245> AM/PM 1 CN CD t-co t- rr S:o£2 in O r- 00 rr T- T- 00 V I V ^ t r CM rr OT CM O in oo r-CD CM in CM CD CM rr Faraday Ave, 29/72 ^ 317/426 — 201/495-^ AM/PM ^ 242/603 — 509/268 f 62/65 ^ t f ^— ^— 00 CL CD o CO o c X— rr 00 E CM r^ ra CM in T— O 00 CO LU 00 00 r- rr O rt CO CJ£2ir5 m r- o CO CM T- V I V PalomarAirport Rd,l 581/86-^ 1738/3012— 22/286^ AM/PM ^415/46 —2853/2080 ^64/151 t r t- rr in r-i?5 CD JI CO in 00 CO CM r^ El Camino Real / College Bivd, El Camino Real / Faraday Ave, El Fuerte St / PalomarAirport Rd, CM CO CM OT in T- in OT CD CO CD 00 in CO CD ^82/383 —333/411 ^204/427 00 O 00 in x- CO o in rr CD m CM V \ V Faraday Ave, i! 64/275^ 179/388 — 99/194-^ AM/PM 1 r > r-- CD CO QQ CD CM CM lege JH CM lege in ^ 00 Q. o r- CO CM O CM CD rr < PalomarAirport Rd 119/56-> 1287/1185 — 500/256-^ AM/PM ^177/49 — 889/947 ^173/94 in in oo CO in o rr CM CO t- V j ro O ^ t r CM OT CM rr CO in s:o^ o rr o U^ T- OT CM SR-78 WB Ramps AM/PM 844/1349 .^0/0 298/623 If t •5- r^ 00 T- CM ii? JI r^ in College Blvd, / Faraday Ave, Camino Vida Roble/Palomar/Mrport Rd, Emerald Dr, / SR-78 WB Ramps 2030 With Cannon Reach 4 Intersection Volumes 5^100185,001 EXHIBIT 28C @ 00 CM O 0 in JH ^ 00 00 00 00 CD CD 1 V SR-78-EB Ramps 321/411 0/0-^ 279/303 > AM/PM t r T- OT in r- OT CO 55 in in CO CD T- Emerald Dr, / SR-78 EB Ramps CM h- OT CO O in CO CM CM co V j V Lake Blvd, J ^82/66 — 638/442 ^1/0 278/265 241/783-* 1/7> AM/PM ^ t r in CO CM o o Thunder Dr, / Lake Blvd, • ( 172/98 12/28 19/25 ^13/23 433/375 J \ V ^13/34 Lake Blvd, 40/88 ^ 280/501 ~^ 15/75 ^ <y Haven Ln, 49/45 > 30/38 — 36/35^ AM/PM ¥ CO Sky Haven Ln, / Lake Blvd, @ CO Q o in in CM T3 (0 00 o 0) CO 00 E J V UJ ^99/121 —398/426 Lake Blvd. 24/30 278/496 AM/PM J Emerald Dr, / Lake Blvd, @ -^842/786 ^134/217 Cannon Rd. 718/833— 57/142^ AM/PM ^ r CO CO CD rt ^ JI: O CO CN Shadowridge Dr, / Cannon Rd, CM CM 00 t O 5; JI JI in OT O CD CO V ^ V I V Cannon Rd, 183/169^ 780/817-^ 0/0> AM/PM 1 ^ 349/452 — 827/861 f 241202 O o in Q O CM CO (I) O ^ 55 ro OT CO -J Lake Dr, / Cannon Rd, —555/645 ^84/675 Vista Way 404/752 28/24 ^ AM/PM SR-78 WB Ramps / Vista V\^y CO OT in r^ 1 p •lol-SR-78 EB Rampslo] 302/431 ^ 0/0 — 447/293 ^ AM/PM r^ o CM o CO Melrose Dr. / SR-78 EB Ramps t- CM CM CO in 00 ?3 55 00 r- CD cn SR-78 WB Ramps AM/PM ^643/965 — 2/3 ^492/504 CM CD CD Vista Village Dr, / SR-78 WB Ramps r- r--o OT rt ?5 00 o ^ 00 in 1 V SR-78 EB Ramps 444/694 2/1 — 60/45-^ AM/PM t r r^ 00 O CM in OT ^ CM o in CO 00 Vista Village Dr, / SR-78 EB Ramps ® r- 00 rr ^ t5 5 in 55 o T- ^ J V Escondido Ave, 0/0 43/39 — 32/8-^ AM/PM ^31/41 — 35/63 f 186/199 ^ t r o CO in 00 o in r^ CM JI CO CO OT CD CO Melrose Dr. / Escondido Ave, o CO in CM 55 OT S° 9? CM rt CD CM r- CM V \ V Sunset Dr. 51/37-^ 27/69— 148/91 AM/PM ^31/42 —23/36 ^80/91 ^ t r CO r^ CD i CO OT OT ) JH^iB i CO JI 00 CO CM ! T- OT Melrose Dr. / Sunset Dr. 55-100185.001 2030 With Cannon Reach 4 Intersection Volumes EXHIBIT 28D rt CD CD T-CO £S?5^ OT CO C: t- 00 CD r- in • V Cannon Rd, 601/586-^ 216/256— 498/497-^^ AM/PM ^41/25 —193/333 ^4/5 ^ f r CD in CD cp LO CO 55 ^ CM T- CO CD o CM Melrose Dr, / Cannon Rd, CO CO CO CM CD CO CO CM J \ V Shadowridge Dr, 44/60-^ 233/146— 157/75^ AM/PM ^316/350 — 284/167 ^263/117 ^ t r O OT CD in o in j;;; CO CM JI 00 OT in CO OT Melrose Dr, / Shadowridge Dr, CO OT O r- T- 1^ ^ in CD oo 5 CD CO CD CM -r- rr J V PalomarAirport Rd, 1031/1423^ 887/1516— 14/48^ ^636/221 —1678/1073 4/17 AM/PM ^ t r CD CM 00 ^ CN r^ Business Park / Palomar Airport Rd, CO CO CM I?5 CD CM J CN CO O CO \ V I' Buena Vista Dr, 180/442-^ 62/51 — 81/369-^ AM/PM ^65/70 —86/60 ^324/296 CM 00 rt O V- T- r--In£2 r-- CO T- OT t- 00 ^ t r OT CM QO CO in 0) CM in T- oCM JI ^ 2 T- 1- 1- CO Sycamore Ave. 34/88^ 78/120 — 71/144-^ AM/PM ^137/666 —51/128 1021/895 in in CO t- CO CD £2 O CO OT T V ^ f r CD CO ^ CM CO CO T- T- OT 00 JI ^ ^ 00 rt O 00 t- SR-78 EB Ramps 394/487^ 2/0— 982/455-^ AM/PM t r T- CO CD rr CD OT JI ?5 rt CD OT Melrose Dr, / Buena Vista Dr, Melrose Dr, / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps CM in N- rr CO r- CO Ci?5£i! CD t- r^ X- r-. CM Longhom/Live Oak 419/216-^ 85/44— 141/110^ AM/PM ^155/61 —124/52 ^67/13 CO in CO CO rr CM io^SS in CO 00 o •t- r-- r in rt ^ CO •<- CO I OT^^' Faraday/Park Cntr, 442/931-^ 283/94— 291/126-^^ AM/PM I ^8/87 — 165/301 ^86/384 in CO CO CO T- O r- CO CD <i) JH 8 o ,i= rt CM t r r- O in CO ^ CD JI OT rr CD CM SR-78 WB Ramps AM/PM ^261/517 — 0/4 ^930/684 ^ f T- 00 O CM ro in 55 JI CO CO CM O Melrose Dr, / Longhorn/Live Oak Melrose Dr, / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps r^ 00 CD ?5£2 CD r^ T- OT V. 141/35 ^ 69/221 r^ CO in o ^t f- t; ^ £2 55 CO it? ro CM CM CD CO V \ V Longhom Dr. 280/117-^ 201/110— i AM/PM : Shadowridge Dr. / Longhorn Dr. PalomarAirport Rd 723/385^ 1200/1397 — 191/252-^ AM/PM 1 ^335/270 —1697/1291 ^250/563 rt in vr in CM CD CM CO ^ CO in o ro in CO Melrose Dr, / PalomarAirport Rd, 2030 With Cannon Reach 4 Intersection Volumes 55-100185,001 EXHIBIT 28E © rt O JI 5 CN O OT t- CO V I V Vista Way 49/251^ 82/291 — 156/336 > AM/PM ^406/233 —137/292 ^198/420 ^ t r o o ro CO CD CM t- CM ro ro ^ in 55 CM OT CD CM CD 1^ College Blvd. / Vista Way © o r^ CM in ro ro ro rt in in JI ^ OT CO OT V \ V Plaza Dr. 111/103-^ 50/57— 10/10-^^ AM/PM ^230/635 — 50/10 ^77/132 •d o CD ro •g CM CM CD 55 JI O) T- i., OT S^ T- CO o r-O OT College Blvd. / Plaza Dr, o ro CO in r- 55 55 CD CM JI T- OT CM V I V ^15/4 —5/2 ^5/2 o o Carisbad Village Dr,|o 457/307-^ 1/7— 136/78^ AM/PM CD CD in 1^ CO T- OT 55 rr CO CM College Blvd, / Carlsbad Village Dr, © CD O 00 in CM T— SR-78 EB Ramps 438/478^ 268/281^ AM/PM fr CO CD CO CD CO in in CD CO 55 CD ^ O CO CO CO ro CM V I V ^461/277 —190/323 ® D) r- 1 ?M r^ o CM Lake Blvd, 363/589^ 168/329— 62/190^ AM/PM 466/294 ^ f r OT O CM 1- rt ro T- OT T- in CO ?? r- r^ CD r- rr CM CD CO OT in r- OT ro i^^Ci LO CD CD CM CM V I V , Cannon Rd, | 141/194--' 353/505— 23/88-^ AM/PM ^25/33 ^444/453 ^465/348 ^ t r d CO OT CM > CO 1^ CM o ro in o r> 1^ OT ro OT CO College Blvd, / SR-78 EB Off-Ramp College Blvd. / Lake Blvd-Marron Rd College Blvd. / Cannon Rd, © CO O CO CM T- 22 JI JI o if) 55 rt ^ CM I Vl Vista V\feiy 91/170-^ 480/653— 340/530^ AM/PM ^50/19 —343/476 ^302/600 © o CM CD ^N CO CO CM OT T V Q. E ro a: CO 00 I OH cn ^ t @ ^141/40 48/29 CM rr CM OT CD t- CD Ciin JH OT ro CM r CD O O in OT OT 5Soro ^ 1 AM/PM Tamarack (N) t r in CM CD CO CM ?5 JI CM 5 CM CM £ in 5 ro 5 CO \ V 115/148 —494/409 ^128/11 Cannon Rd, I 202/243^ 272/653— 137/125--^ AM/PM ™ ^ t r ^ CD in r~--° ^ S 5: c ^ ^ in ro CM rr r^ ro SR-78 WB Ramps / Vista V\^y College Blvd, / Tamarack (N) El Camino Real / Cannon Rd, © CO o CM ro CD r^ CM CO ?5 CO T- V \ V Plaza Dr 484/652 J ^6/47 — 256/500 ^42/127 © CM o CD rr r-~ CD CM JI in 180/346— 22/57^ AM/PM ^ t , . r T- •<;t CD CN in OT Cio^ T- T- CM in Tamarack (S) 152/30^ 19/3— 40/13-^ AM/PM ^146/65 — 35/10 ^220/65 ^ t r CM CO O •t- r-- o T-CM JI O CO LO in in CM ^ o CM V ^ V IV Cannon Rd, 8/18-^ 325/1153— 743/198-> AM/PM V.2/2 ^870/502 ^74/14 ^ t r ro Ln : CD CD ro ro CM Plaza Dr, / SR-78 EB Ramps College Blvd, / Tamarack (S) Faraday Ave, / Cannon Rd, 2030 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 29A 55-100185,001 I® CO t- rr CD CM CM CO O CO CO CN V \ V Cannon Rd, 356/70-^ 1569/944— 389/214-^ AM/PM V 130/43 — 524/1426 ^127/201 1^ t T- r>-. ro CN ro CO in CO rt OT r- OT CM ro Paseo Del Norte / Cannon Rd. @ Cannon Rd. 78/298 ^ 1297/654 — ^191/715 — 527/1125 AM/PM ^ t r Q. |v. Tt 01 il CD CO z ro CN o ro in -5 NB Ramps / Cannon Rd, @ OT rr CO ro CO OT CO CO CO CM OT —373/681 V I V l;r246/599 Cannon Rd. 432/620— 38/65^ AM/PM SI Q. E ra 01 tn CO -5 SB Ramps / Cannon Rd, @ SR-78 934/681 — 156/121^ r 794/1091 2214/2111 AM/PM ri CO r^ ra CM O E CD iSB R CM 01/2 1 • -5 SB Ramps / SR-78 ® ro CM ro rr CO o y I V 1 PalomarAirport Rd, 695/945 — 102/231 > ^277/1081 •785/1133 AM/PM 1-5 SB Ramps / PalomarAirport Rd, ® PalomarAirport Rd, 104/252^ 1465/1358— AM/PM ^491/605 — 890/1936 CN CM O CO CM t r OT CO CD CO -5 NB Ramps / PalomarAirport Rd, ®. '•<t m CO ro CO CO in CM o£2^ T- O CO T- ro V- V I V ^235/91 — 947/2535 ^103/303 PalomarAirport Rd loj 221/328^ 2309/1254— 172/575-> AM/PM t r OT O CO in CO a3£^ JI JI Q CD ro r-o CO O CD 3j CM CO CM ra CL Paseo Del Norte / PalomarAirport Rd O CO CM CO o ^ 5) in JI CO T- CO CM V \ V Poinsettia Ln. 756/803 — 117/264^ AM/PM -710/672 542/923 Q. E ro 01 m CO 1-5 SB Ramps / Poinsettia Ln. @ Poinsettia Ln. ^443/226 — 1040/1422 183/190 713/984- AM/PM ^ t r o CD CM CM CO -5 NB Ramps / Poinsettia Ln. CO in rr in ro r^ 55 CM CO SR-78 WB Ramps AM/PM ^437/819 —6/1 ^593/662 ra^ t o CM CO ra CM O -r- CM El Camino Real / SR-78 WB Ramps CO ro OT CM T- CO ro5S in in m T- in SR-78 EB Ramps 398/631^ 3/1— 263/361^ AM/PM ^ra t r O CD t- O OT t- CO OT ro ro rt El Camino Real / SR-78 EB Ramps CO r- CO T- JH in CO o CM rt CO in CO r~- V I V Marron Rd. 96/182^ 67/269— 52/209-^ AM/PM V 388/372 ^72/127 ^117/217 ^ t r rr CM CO r-- rr CO CO CO JI CM CO CO El Camino Real / Marron Rd. 2030 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 29B 55-100185,001 r- OT CD CO O r- CM Ci £2 ?5 T- CD t- OT CN V Carlsbad Village Dr, 171/126 73/262 — 207/142^ AM/PM i ^292/120 —221/215 ;r 72/24 ra^ t r OT in CO ro ro CO r- r-- " CD CO ro CM o in ro El Camino Real / Carisbad Village Dr, CO in OT CO r-- in CO ro CO C::: -<- CM CO T- in V I V PalomarAirport Rd 947/408^ 1816/1161 — 67/250> AM/PM ^44/79 — 913/1845 f 62/260 "a 8 ^ t r rr OT CD CO o ro CO OT CO CM rr CM College Blvd, / PalomarAirport Rd, CM in CO CM CO CO CM ^ 55 in ro room ro CD V I V ^1085/799 —1383/709 ^469/1005 ^ t r PalomarAirport Rd, 147/446-> 1099/1820 — 102/84-^ AM/PM El Camino Real / PalomarAirport Rd, CL OT in CD o CD E o5 OT r;;~ ro CO T— O r^ CD UJ CO CD CM O rr CM rr S° In 55 T- OT O CO T- V I V TamarackAve, I 40/37-^ 138/182— 379/147--^ AM/PM ^24/51 — 130/218 ^385/178 in CO o CO CO CM ii? OT V ^ t r CD CN CM CD CO JI in ro in PalomarAirport Rd, 299/186^ 2401/1127— 139/152--^ AM/PM ^367/146 —1096/2147 ^102/286 JI S2 5 CD CM in V \ V 1"^ t r S CO rt O Q rt OT in ra CO ^ CM ra CD CM r^ EOT in < Faraday Ave, 14/4^ 1241/660— 33/301 > AM/PM 13/0 — 953/946 ^92/222 ^ f r J3 ro CM CO CM in ro 5? in El Camino Real / TamarackAve, Armada-Costco / PalomarAirport Rd, El Fuerte St, / Faraday Ave, ro in in CO CD 5 CD CD CM rt ro 1^ CD ^ 763/762 — 1298/1330 f 29/61 31 ? El Camino Real 7/40-> 1644/1146 — 594/244 1 CO r-- CN 't- CO S:?M£2 S- T- t-t^ CO in T- T- ro V I V AM/PM ^ t O r OT r- rt ro O ro CM 5? CN 5 CM CD g CM rr ^ Faraday Ave, 29/72^ 315/427— 201/496^ AM/PM ^256/610 —548/265 fl0165 r CM in ro CD ro CO JI 2 00 OT JI ro rr r-ro CM ro o in T-o rr t^ CM CO CO i?5 if? 1^ CM r^ V I V PalomarAirport Rd,i 572/86^ 1829/3043— 221211-^ AM/PM ^282/47 ^3015/2119 56/152 ^ t r o in iO 5 ^ ?5 JI r-- 1- CM CM CO CO 5 Q. < El Camino Real / College Blvd, El Camino Real / Faraday Ave, El Fuerte St / PalomarAirport Rd, o ro CM ro rr T- in OT in in 55 ro T- in CO CD rr V I V Faraday Ave, J 64/273 179/389-* 99/198^ AM/PM ^81/382 — 334/411 ^204/427 •,^\ r • CD in rt 1 CO t- CM > T- CN ro o t-in T- rr 55 o in CM rr CD V j V ^ CO o r- CM CO CM CD rr PalomarAirport Rd 119/56-^ 1361/1180— 502/256--. AM/PM ^176/49 —876/952 ^177/94 o CO in CO CM 'f- £2o t- in rt CM CO T- ^ f r SR-78 WB Rampsla CD CM OT CO in CN JI rr o T- OT AM/PM ^ 844/906 — 0/6 ^ 300/637 ro CM in r-- co CO ro CD College Blvd, / Faraday Ave, Camino Vida Roble/Palomar Airport Rd, Emerald Dr. / SR-78 WB Ramps 2030 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 29C 55-100185,001 @ o in T- CD r^ r^ ro t~-co I V SR-78-EB Ramps 274/413 > 0/0— 281/303^ AM/PM t r ro CM ^ CM OT CO 55 L?5 in CD CO T- Emerald Dr, / SR-78 EB Ramps OT CD CO CM CM CM J CM OT CO V J Lake Blvd, 287/264 257/732— 1/7^ ^79/65 — 654/455 ^1/0 AM/PM ^ t r in CO CM o o Thunder Dr, / Lake Blvd, OT ro ro ro CM CD 55 CM JT V Lake Blvd. 39/89^ 300/532— 16/75-^ AM/PM ¥ ^13/23 — 451/389 ^13/34 rr rt ro in CO CO OT OT r^ CM CO Sky Haven Ln, / Lake Blvd, in in CM 2 55 CO s i ^103/11 J —414/435 Lake Blvd, 224/35^ 299/521 — AM/PM Emerald Dr, / Lake Blvd, @ — 72/196 ^144/294 Cannon Rd, 92/129— 37/21^ AM/PM Q <D ^ r T- OT owric ^ CD owric ii? JI TI CO CM ro .n ro W CM Shadowridge Dr, / Cannon Rd, ® CM CD CO CM CO o in JI JI o CO O OT CO 1- CO J \ V Cannon Rd, 188/161 6631151 0/0 > AM/PM ^357/462 —662/762 ^23/203 o o LO CM CO CD ^ OT ro Lake Dr, / Cannon Rd, Vista V\fey 404/752— 30/24-^ AM/PM — 555/645 ^991/690 SR-78 WB Ramps / Vista V\fey @ CD LO 1^ 1 SR-78 EB Ramps 258/438 0/0 — 450/293^ AM/PM Q O (0 CN I § ^ CO Melrose Dr, / SR-78 EB Ramps o CM CM in OT O CM ro CM CD OT SR-78 WB Ramps AM/PM ^643/322 — 2/3 ^494/473 ^ f o CD ?5 ^ CM JI r^ CD CD Vista Village Dr, / SR-78 WB Ramps •!- ro OT t^ OT 5; 55 o t-ro CD I V SR-78 EB Rampslo 380/697^ 2/1 — 60/45-^ AM/PM t r CO CD O CO LO OT ^ CM o in CO ro Vista Village Dr, / SR-78 EB Ramps ® rt CD rr ?5 ^ OTtQ CO t- in o o V I V Escondido Ave, 0/0^ 40/39 — 30/8-^ AM/PM ^31/40 — 37/65 ^209/190 ^ t r o CO in CD OT rt rt CO CM JI 55 5 CD r^ Q- CO CO 2 ^ < Melrose Dr, / Escondido Ave, in CO ro CM CM OT OT O rr rt CD CM V I V, Sunset Dr. I 51/37-^ 27/69— 148/91^ AM/PM ^31/42 — 23/36 ^80/91 /^ CO CD CD CO ro OT JH^iS CO JI ro CO CD T- CD Melrose Dr, / Sunset Dr, 2030 With Cannon Reach 4 Downgrade Intersection Volumes EXHIBIT 29D 55-100185,001 in ro CO OT LO CM o rt CM OT ID T- ID V \ V Cannon Rd. 506/542-^ 212/257— 519/515-v^ AM/PM ^41/25 — 178/314 ;r4/5 Sir CM in ro CM rt in tG^ ?N CO JI CN CM CM CO <!- Melrose Dr, / Cannon Rd, CO 1^ co o CO o SScStG CD OT CO CM in CO V- T- CO y \ V Shadowridge Dr, 44/60-> 232/140— 155/71-^ AM/PM V-314/331 — 284/168 ^264/130 ^ t r CO CD O in OT CD T;^ CN CO JI 55 OT CM ro o o Melrose Dr, / Shadowridge Dr, CM OT o ro CD 5; ro CO CM T- rr •<- PalomarAirport Rd. 1026/1424^ 898/1510— 14/48-^ AM/PM ^639/77 — 1690/1077 y4/17 f r rr CD CN CO ^ CM t- Business Park / Palomar Airport Rd, CO OT CO rt CM CD CO CiOT JH CM CO O CD LO CO ^ 65/70 — 87/59 ^306/298 r^ rr in O OT r- r-- ?N£2 CM in CN ro ro I Buena Vista Dr,tJ | ^ 179/435^ 62/51 — 83/377^ AM/PM , r- in CM ^ o CO in "Ci JI g rr JI 3: 1^ rt rr r- CO r- ^ CO Sycamore Ave, 33/88 ^ 78/120 — 71/143^ AM/PM ^ 140/665 — 51/127 ^ 1091/892 ^ t /^ (58) S in CO r- CO CO OT I V CM ro r^ ro CO OT t- OT JI o o ro o o OT r- SR-78 EB Ramps | 395/486 2/0— 981/457^ AM/PM f r < o o (u ro in o CD OT £ JI CO S?M " in CD OT CO Melrose Dr, / Buena Vista Dr. Melrose Dr, / Sycamore Ave, Sycamore Ave, / SR-78 EB Ramps ® CO ID in CD ro t- CO CM ;:: CM CD CO r^ T- CM CM t- CM Longhom/Live Oak 418/214^ 85/42— 143/110^ AM/PM ^153/61 —124/52 ^68/13 ^ t r , CD CM r--5 CO ro CO a, CM rt ^ S LO JH OT t= OT CM g OT V8/81 — 165/302 Faraday/Park Cntr 440/923 285/95 — 328/127-> AM/PM 87/391 CO T- CO CD r- s:o O CO CO CD CO V V I ^ t ro in OT o r^ CM JH !I CD JH OT CO CD CM CO OT CD SR-78 WB Ramps AM/PM ^260/304 —0/4 ^930/685 ^ f T- rr O rr ro in o JH rr CM . CO o Melrose Dr, / Longhorn/Live Oak Melrose Dr. / Faraday / Park Center Sycamore Ave, / SR-78 WB Ramps in ro CD ro£2 CO CD OT ^ V ^141/35 —68/225 ro T- CO CO O rt r- ro ^ CO o ro CD r~- in ro rt rt CO V I V Longhom Dr, 277/114^ 198/100— i AM/PM : Shadowridge Dr, / Longhorn Dr, PalomarAirport Rd, 843/419^ 1190/1384— 187/262-^^ AM/PM ^338/264 — 1609/1303 ^215/553 T- O CO CM t- in o JSCi T- r~- in CD CO CD ID rt Melrose Dr. / PalomarAirport Rd. 2030 With Cannon Reach 4 Downgrade Intersection Volumes 55-100185,001 EXHIBIT 29E © o CO CO rt CN 51-CO , CM OT CN OT Vista Way I 54/252^ 81/289— 151/182 > AM/PM 403/234 ^139/296 n 99/442 ^ t r rt r-- ^ in ro CO C! it? CM in CD CM CO College Blvd, / Vista V\fey CM r-co CM in CM T SR-78 EB Ramps 444/477^ 273/281> AM/PM CO ID CM CO CM College Blvd, / SR-78 EB Off-Ramp © OT rt in ro ro t- ro 55 o in CO cp CM T V 1 Vista Wfeiy 91/172^ 469/648 — 339/531> AM/PM ^40/18 ^338/476 ^298/602 CL CO oo I 01 CO ^ t r in t- in OT OT ro rt CD in r-00 SR-78 WB Ramps / Vista V\^y © o CD CO rt ro CM in I V ^ 10/47 — 252/498 ^39/127 Plaza Dr, 477/653 180/364-* 22/57 AM/PM r „ T- rr CD Q. CM LO OT Q: O r- CM m ^ UJ Plaza Dr, / SR-78 EB Ramps © CO rr rr ii? in ^ JH OT rr OT Plaza Dr. ^ 241/636 — 47/10 f 65/132 110/103 51/57— 11/9> AM/PM O f r _ ro r- CM in 1-o CM JH o ro CM OT College Blvd, / Plaza Dr, o CO CO OT in CO CO r- CO CD o o in CO CO OT CM J \ V Lake Blvd, 363/589 1 ^ 450/271 — 188/311 f 472/284 J 166/328 — 63/191 ^ AM/PM ^ t r ro OT OT T- CO JI 5? JI ?^ ii? T- CD in •<- rt CM College Blvd, / Lake Blvd-Marron Rd © rr o o CN CO ro in CM CO CM OT T— T— \ V AM/PM 141/40 48/29 Tamarack (N) T7~ •d CO CM > ro CD ca CO CO o rr CM O in College Blvd, / Tamarack (S) © CD ro LO CN ^ CM JH OT CM J \ V Carisbad Village Dr, 461/308^ 1/7 — 147/77^ AM/PM ^ 15/3 — 6/2 ^5/2 ^ t r CM ro in CM ^ OT 55 ii? rr r- College Blvd, / Carlsbad Village Dr. ® O OT O CM CM OT CN CD CN CH rr r^ CO CO CD CO V \ V Cannon Rd. I 205/195--' 383/498— 22/87^ AM/PM ^ 33/36 — 550/481 f 500/383 ^ t r o CN ro CD CO rt ro ro in CO r^ o rr OT rr College Blvd. / Cannon Rd, @ CO rt t- CN CN CO r^. Ci^ JI CM LO CD T- ro CN CO T- T- V i V Cannon Rd, 202/243-^ 278/643— 143/133^ AM/PM 123/164 —483/425 ^328/11 ^ t r O CO OT CO O rt JI JI OT JI r^ ro CM ro CM El Camino Real / Cannon Rd, ® CM ^ O CM O V \ V Cannon Rd, 8/18^ 337/1149 — ^2/2 — 860/517 ^74/15 743/198 AM/PM in CD i?5 OT ro CM Faraday Ave, / Cannon Rd, 2030 With Cannon Reach 4 Without Mar Vista Interchange Intersection Volumes 55-100185,001 EXHIBIT 30A ® ro OT CN OT T-JH Ci CO 55 CO CO 1- V I V Cannon Rd, 354/71 ^ 1578/942— 388/213 AM/PM ^131/43 — 516/1434 ^127/101 i - ° s 0) O S CM 0. t r >~ ro ro CO ^Ci ro V- OT Paseo Del Norte / Cannon Rd. @ Cannon Rd, 76/298^ 1304/653— 199/705 -521/1150 AM/PM ,^ f r L CO O ^ CM ^ rr CD ro OT in 1-5 NB Ramps / Cannon Rd. @ OT rr CO £2 CM io ro £2 r-- CM OT Cannon Rd. 438/620 — 37/66-^ AM/PM -374/698 J \ K 1^239/606 1-5 SB Ramps / Cannon Rd, ® SR-78 934/675 — 156/122 -781/1147 ^0/0 AM/PM ^ r V CO o ! CO CO in ro oo OT 1-5 SB Ramps / SR-78 ® o CM rr CM ro o CO r>- PalomarAirport Rd, 690/957— 101/232^ V 277/1080 — 795/1132 AM/PM a. E ro CL CD CO -5 SB Ramps / PalomarAirport Rd. @ PalomarAirport Rd. 101/253^ 1470/1364 — AM/PM ^490/1118 ^909/1936 ^ t CM CM CO CM r OT CO CD CO rr -5 NB Ramps / PalomarAirport Rd. ® in CO CO 5? o CD CO rr CM O CO OT T- V I V PalomarAirport Rd. 221/329^ 2316/1250 — 172/584^ AM/PM ^238/229 — 972/2534 ^105/310 t r •g O OT CO Z 00 CO Q CM CO ^ o CO t- CO S CM CO CM ra Paseo Del Norte / Palomar Airport Rd CO co S5 JH CO CO CM V i V -712/670 -544/919 AM/PM Poinsettia Ln, 1$ 759/802— 116/266 1-5 SB Ramps / Poinsettia Ln, [o o Poinsettia Ln, 12 ^441/226 — 1043/1416 182/191 718/979- J AM/PM CO ^ t r T— rvi (—) Q. ro CN O E ^— ' -r>--CL CM O CD CQ 5? 2! 1^ CN CO CL < 1-5 NB Ramps / Poinsettia Ln, rr o CO ro 1^ T-iGo CO r- in J I SR-78 WB Ramps AM/PM ^437/823 — 6/1 ^597/661 f ^ r«~ OT "t CO ro g CM CO I rod ro fv, CJ T- CO CM CM El Camino Real / SR-78 WB Ramps rr o O CN CM CO in T-in ro •<- rr I V SR-78 EB Ramps 488/645^ 3/1 — 262/361^ AM/PM t r ^ o T— T— OT T- CM CO CN ro OT rr El Camino Real / SR-78 EB Ramps o o ro rr rr T— CM OT ro in CO J \ V Marron Rd, 98/184^ 66/270— 52/207^ V 390/371 — 71/127 ^115/217 AM/PM 0) ' rr r--r- rr T- ro ro JI CM ro CO r«- r ro CD ro El Camino Real / Marron Rd, 2030 With Cannon Reach 4 Without Mar Vista Interchange Intersection Volumes 55-100185,001 EXHIBIT SOB ro ro OT CD CM O T- CM Cii^£2 CM O t^ T- OT CM ^ 296/164 — 221/214 Carisbad Village 170/125^ 73/262 — 199/147^ AM/PM V I r 73/24 ^ t r CM OT CM OT ro CO ^!^ro O JI T-ro o CM ro in El Camino Real / Carisbad Village Dr, CM ro OT 55 ^ ro O OT O ro V I V TamarackAve, 40/37-^ 141/181 — 378/147-> AM/PM ^ 24/51 — 129/218 ^376/178 OT OT r^ 0 CD CD 1 CO r^ 3; ra ro JH in o rr ro CM in lU El Camino Real / TamarackAve, ro o rt in CD r^ ^754/775 — 1311/1672 ^103/70 El Camino Real 25/37 ^ 1707/1162 — 835/246-^ AM/PM i ^ t r in in rt OT ro CM in ro t- o CD rt CD in in in CM El Camino Real / College Blvd. rr CN OT LO ^ in OT 55 ^ 55 ro CO r^ ro CO rr J \ V Faraday Ave, 64/277 ^ 179/388 — 99/193-^ AM/PM ^82/386 —333/411 ^203/426 ^ t r r^ o T-co ro CN •5- r-- CN i?5 55 CD T- CM ro CM CD rr College Blvd, / Faraday Ave, •r- CM OT 1^ in ro ro CN t: o CM t- in i V I PalomarAirport Rd 951/409^ 1752/1176 — 68/242 > AM/PM ^ 44/79 — 920/1845 ^61/260 o ^ t r rr r-- CD 1^ in ro O CM ro o CM CM in CM College Blvd, / PalomarAirport Rd, ro in ro CM o ro rr CD CM ii? OT V I V PalomarAirport Rd 301/184 > 2406/1122 — 140/151-^ AM/PM 1 ^367/141 —1123/2147 ^105/285 t rr 8^ o CM . Q o) in r <5 in CM EOT in < Armada-Costco / Palomar /Mrport Rd, OT CD CD CM in S:ro£2 CM ro OT ro ro rt T- ro V \ V Faraday Ave, 30/73 ^ 309/429 — 201/496-^^ AM/PM ^261/602 — 538/263 ^61/65 CD ro ro CO ro ro JH^Iro ro JH r--OT r- -r-r^ CD ro El Camino Real / Faraday Ave, ro ^ in t- rt OT 55 ro CM ro ro J \ V PalomarAirport Rd 119/56--' 1290/1193 — 501/259--. AM/PM ^ 177/49 — 895/953 ^173/94 ^ f r ro OT rt rt ro in 50 JI o o in t- OT CM 5 CL o Camino Vida Roble/Palomar Airport Rd, o ro ro OT CD CM rt T- T- OT CM OT t- ro ro in ro ro J \ V PalomarAirport Rd, 148/471^ 1022/1813— 102/84^ AM/PM ^ 968/604 — 1380/709 ^482/887 ^ t r >- in CM OT o ii? in t-in ro El Camino Real / PalomarAirport Rd, o o r- T- OT ii? ro ii? V I V Faraday Ave, 15/5-> 1202/673 — 62/313^ AM/PM ^14/5 — 836/934 ^93/221 ^ t r OT CM OT CN OT OT rr CM r^ rr El Fuerte St, / Faraday Ave, CM rr O rr CM ro o o ro CO ii? o V I V PalomarAirport Rd, 581/86-^ 1746/3016-* 22/416 AM/PM ^424/48 —2853/2115 ^63/152 ^ t r T- ^t ro in 5 t- ro ir5 JI ro in rr ro CM El Fuerte St / PalomarAirport Rd, in in OT ro ro o rr CM ro T- SR-78 WB Ramps AM/PM ^847/1354 — 0/6 ^ 298/625 "M , T- OT 5 ro — , CM ? in JI 5= u ro Q. i < Emerald Dr, / SR-78 WB Ramps 2030 With Cannon Reach 4 Without Mar Vista Interchange Intersection Volumes 55-100185,001 EXHIBIT SOC @ O t-ro in O CD JH 55 OT ro ro ro ro \ V SR-78-EB Ramps 321/411 0/0 — 279/303 ^ AM/PM t r CO o in CM OT CO o ii? ro ro ro r- Emerald Dr, / SR-78 EB Ramps r^ ro ro CD ro CM OT CM ro V I V Lake Blvd, 284/269 248/705 — 1/7 ^ AM/PM ^80/66 --633/428 rMo ^ t in CO CM o o Thunder Dr, / Lake Blvd, ro o ro in oCICi CM OT vT V Lake Blvd, 39/89 ^ 287/507 — 15/75 ^ AM/PM ¥ ^13/23 — 427/355 ^13/34 ^ t r in ro in ro ro ii? ro ii? rt ro ro Sky Haven Ln, / Lake Blvd, @ OT OT 1 in ro - ^MCi -^ OT t^ V v ^102/113 — 388/395 Lake Blvd, 26/35 -' 282/498 — AM/PM Emerald Dr. / Lake Blvd. ® —773/709 /-130/198 Cannon Rd. 675/767 — 57/139-^ AM/PM cn •o O in lowri lowri CD ra O CD sz in CO CM Shadowridge Dr, / Cannon Rd, CM r- ro T- rt O LO JI JI ^ o o ro t- ro V \ V Cannon Rd, 182/168 721/749 — 0/2 AM/PM fr ^329/413 — 753/767 ^23/195 r- 9; < o ,— ro CO Q 55 ro o OT Lak Lak Lake Dr, / Cannon Rd, —556/646 ^86/676 Vista Way 4051154 — 28/24 > AM/PM SR-78 WB Ramps / Vista V\fay @ r^ OT in ro r^ 1 SR-78 EB Ramps 301/291 0/0 — 447/431-^ AM/PM Q OT O CM ro o ro Melrose Dr, / SR-78 EB Ramps ^ ro CM CM in OT ii? CD ro ro ro OT V \ SR-78 WB Ramps AM/PM ^650/975 —2/3 ^497/495 t 03 O) OT OT J5 in o > ;;=:CM is CM j; !2 ro > ro ro Vista Village Dr. / SR-78 WB Ramps ro o ro OT 5; o ro v- in 1\ SR-78 EB Ramps 444/693 2/1 — 60/45 AM/PM t r ro o 1^ in OT ro o? o ro ro ro Vista Village Dr. / SR-78 EB Ramps ® o OT rt 55 ro in iini rt in o r- in V I V Escondido Ave. J 0/0 45/43 ~^ 31/7 > AM/PM 37/43 — 8/70 ^239/225 ^ t r OT rt ro CM ro CM ro r-- ^ 2 < Melrose Dr, / Escondido Ave, ro OT ro r^ in CD ro ro o CO LO cn CM t- t- V I V, Sunset Dr, I 64/39 ^ 12/61 — 150/99 ~> V6/4 — 15/20 r 84/97 AM/PM ^ t r r^ CM o ro ro ro JI JH ro JH CM CM -r- o V- rr T-CM Melrose Dr, / Sunset Dr, 2030 With Cannon Reach 4 Wthout Mar Vista Interchange Intersection Volumes 55-100185,001 EXHIBIT SOD in ro ro ro T- ro in OT ro in ro CM m V I V Cannon Rd, 645/708 ^ 4/4 — 609/582^ ^4/7 -*-3/4 ^6/6 AM/PM ^ f r ^ rt Q O (U P " S CM ro <^ ii? ro ro o Melrose Dr, / Cannon Rd, in ro in CM ro r- ro Clin JH ro ro o ro in ro CM t- ^ \ V Buena Vista Dr, 180/435-^ 62/51 — 82/375^ ^ 65/70 — 86/60 f 324/296 AM/PM ^ t r in in CM ^T- in "CM ro T- 0) —- _ ~~- , go JI rr SOT ro rr 0) T— ro T-s ro Melrose Dr. / Buena Vista Dr, ro CM ro T-Cii^ in ro T- r- CM t- V \ CM ro CM \— CO CM Longhom/Live Oak 417/208^ 87/46 — 142/109--^ AM/PM ^ 167/65 — 126/52 f 67/14 r^ r- r^ ro °Ci^?? M CM 2OT t- <U T— O 5 CM OT Melrose Dr, / Longhorn/Live Oak OT OT ro ro r^ T- OT ^ V ^141/35 — 69/236 Longhom Dr, 279/113 205/108 AM/PM J Shadowridge Dr, / Longhorn Dr. ro OT CM ro ro t- rr S2 ro ro OT ro CM •5- T- T- rr Shadowridge Dr, 44/60 ^ 245/149 — 150/72 •> AM/PM ^381/482 — 286/181 ^298/150 ^ f r OT in t-ro ro T- CN ro 55 JH 5) ro ^ ro rr OT Melrose Dr, / Shadowridge Dr, CM 00 rr OT O OT OT OT£2 ro OT ro Sycamore Ave, 33/88 ^ 78/121 — 71/144-^ ^144/641 — 50/128 ^1094/903 o CM OT AM/PM ro OT rr rr •5- OT JH 55 ro OT ro o ro Melrose Dr, / Sycamore Ave, '55) OT ro ro ro o ro o CM ro T- T-T- T- ro CM ro V \ V Faraday/Park Cntr. 443/945 279/95 — 292/126--^ AM/PM I ^8/82 — 166/295 ^ 84/396 ^ t OT r o o ro CO JH ZI T- JI OT rt OT CM CM rr ro Melrose Dr. / Faraday / Park Center OT ro in o r-- rr r- t; JH £2 o if? ii? o ro CM ^ ro PalomarAirport Rd, 722/378 1204/1413 — 190/252 > AM/PM ^ 335/270 — 1690/1320 ^ 250/553 TT in o t-T- in CM CD CM CD 55 ^ in o ro in ro rt Melrose Dr, / PalomarAirport Rd, rr OT O rt r- OT in r--ro ro CM T- rt J \ V PalomarAirport Rd, 1030/1422-^ 893/1541 — 14/48-^ AM/PM ^646/221 — 1679/1090 4/17 ^ t r rt ro CM ro CM t^ Business Park / Palomar Airport Rd, SR-78 EB Ramps 394/488 ^ 2/0 — 983/457 > AM/PM i t r < ro g T- in o r^ OT S 55 in Sycamore Ave, / SR-78 EB Ramps t^ rt OT CM ro ro ro ro ro r- SR-78 WB Ramps |o ^259/518 —0/4 ^965/760 AM/PM t 5 OT CM § 00 in E OT JH " ro ro >. -^t ro •o o Sycamore Ave, / SR-78 WB Ramps 2030 With Cannon Reach 4 Without Mar Vista Interchange Intersection Volumes 55-100185,001 EXHIBIT SOE DRAFT The only exception to the minimum growth rule was at locations directly affected by planned roadway improvements such as the Rancho Del Oro interchange (City of Oceanside), Melrose Drive Extension (City of Carlsbad), Cannon Road extension to SR-78 (County of San Diego) and Faraday Avenue extension (City of Carlsbad). For intersections affected by these planned improvements, volumes forecast for recently prepared projects in the study area were consulted to ensure consistency between studies. Post-processing worksheets for the 2020 and 2030 conditions are provided in Appendix E. Intersection Analysis Results of the intersection operational analysis are summarized in Tables IOA, 10B and IOC. Detailed HCM traffic analysis worksheets are provided in Appendix H. ICU worksheets are provided in Appendix I. HCM Analysis As shown in Table IIA, 18 intersections are forecast to operate at unacceptable operating conditions by the year 2030. Table IIB displays the 18 deficient intersections along with identifying the impacted peak hour for each of the 2030 conditions and Table 11C displays the level of service for the 18 deficient intersections with recommended mitigation. 146 DRAFT Table 11a Horizon Year 2030 HCM Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Intersections Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS LOS Delay 1 College Boulevard / Vista Way 31.6 C 37.0 D 29.7 C 36.8 D 29.9 C 37.9 D 30.0 C 32.0 C 2 College Boulevard / EB Off-Ramp 16.7 B 15.9 B 17.9 B 16.6 B 18.0 B 16.5 B 18.2 B 16.7 B 3 Vista Way / SR-78 WB Ramps 28.0 C 36.6 D 28.3 C 36.1 D 28.3 C 36.1 D 28.5 C 36.4 D 4 Plaza Drive / SR-78 EB Ramps 26.0 C 64.9 E 25.3 C 49.7 D 25.5 C 49.9 D 25.5 C 49.8 D 5 College Boulevard / Plaza Drive 34.6 C 82.4 F 32.3 C 65.3 E 28.6 C 62.7 E 32.7 c 64.0 E 6 College Boulevard / Lake Boulevard 59.8 E 51.1 D 51.8 D 45.0 D 54.6 D 45.8 D 53.0 D 44.8 D 7 College Boulevard / Tamarack (N) 20.8 C 6.7 A 19.9 B 6.4 A 20.2 C 6.4 A 20.0 B 6.4 A 8 College Boulevard / Tamarack (S) 27.9 C 16.5 B 26.0 C 16.0 B 26.4 C 15.9 B 26.1 C 15.9 B 9 College Boulevard / Carlsbad Village Drive 19.3 B 21.5 C 19.2 B 20.0 B 19.2 B 20.6 C 19.4 B 20.4 C 10 College Boulevard / Cannon Road 12.3 B 18.5 B 29.6 C 29.7 C 28.5 C 27.6 C 29.4 C 28.6 C 11 El Camino Real / Cannon Road 21.6 C 24.7 C 28.0 C 29.7 C 26.6 C 29.0 c 27.9 C 29.3 C 12 Cannon Road / Faraday Avenue 13.2 B 18.2 B 11.9 B 19.0 B 11.9 B 18.9 B 11.8 B 18.9 B 13 Cannon Road / Paseo Del Norte 27.0 C 68.8 E 26.9 C 68.1 E 27.0 C 68.0 E 27.0 C 69.6 E 14 Cannon Road /1-5 Northbound Ramps 21.3 C 20.0 C 19.3 B 20.9 C 19.3 B 20.8 C 19.2 B 20.7 C 15 Cannon Road /1-5 Southbound Ramps 23.1 c 23.7 C 23.3 C 23.3 C 23.4 C 23.4 C 23.3 C 23.3 C 16 1-5 / SR-78 / Vista Way 1.5 A 2.2 A 1.5 A 2.3 A 1.5 A 2.3 A 2.2 A 3.4 A 17 Palomar Airport Road /1-5 Southbound Ramps 19.7 B 19.6 B 19.7 B 19.6 B 19.7 B 19.6 B 19.7 B 19.6 B 18 Palomar Airport Road /1-5 Northbound Ramps 31.3 D 25.0 C 30.6 C 25.0 C 30.7 C 25.0 C 30.7 C 25.0 C 19 Palomar Airport Road / Paseo Del Norte 27.5 C 33.8 C 27.7 C 34.6 C 27.5 C 34.9 C 27.7 C 34.4 C 20 Poinsettia Lane /1-5 Southbound Ramps 22.0 C 27.0 C 21.7 C 27.0 C 21.8 C 27.0 C 21.7 C 27.1 C 21 Poinsettia Lane /1-5 Northbound Ramps 24.7 C 24.6 c 23.4 c 24.6 C 23.4 C 24.5 C 23.3 C 24.6 c 22 El Camino Real / SR-78 Westbound Ramps 23.2 C 51.2 D 23.0 c 50.7 D 23.2 C 50.0 D 22.9 C 51.2 D 23 El Camino Real / SR-78 Eastbound Ramps 21.2 C 43.4 D 20.0 c 43.0 D 19.7 B 44.1 D 20.5 C 45.3 D 24 El Camino Real / Marron Road 29.9 C 40.0 D 29.9 c 39.4 D 29.9 C 39.2 D 30.2 C 39.4 D 25 El Camino Real / Cartsbad Village Drive 36.7 D 32.6 C 35.5 D 31.8 C 35.9 D 32.1 C 35.7 D 32.1 C 26 El Camino Real / Tamarack Avenue 55.5 E 40.8 D 66.8 E 46.4 D 66.7 E 44.7 D 64.6 E 45.7 D 27 El Camino Real / College Boulevard 36.9 D 51.5 D 49.5 D 62.9 E 41.3 D 63.5 E 42.9 D 64.1 E 28 College Boulevard / Faraday Avenue 25.6 C 37.6 D 27.0 C 38.2 D 26.6 C 37.9 D 27.1 C 38.3 D 29 Palomar Airport Road / College Boulevard 30.8 C 57.9 E 31.4 C 54.6 D 30.9 C 54.8 D 31.3 C 54.8 D 30 Palomar Airport Road / Armada Drive 19.6 B 40.3 D 19.7 B 41.4 D 19.7 B 41.1 D 19.8 B 41.3 D 147 DRAFT Table Horizon Year 2030 HCM 11a (continued) Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Intersections Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 31 El Camino Real / Faraday Avenue 45.5 D 42.8 D 42.3 D 39.5 D 42.7 D 39.7 D 42.5 D 40.0 D 32 Palomar Airport Road / Camino Vida Roble 26.8 C 29.4 C 26.7 C 29.5 C 26.9 C 29.5 C 26.7 C 29.5 C 33 Palomar Airport Road / El Camino Real 43.0 D 79.1 E 43.5 D 91.0 F 42.6 D 92.2 F 43.2 D 90.5 F 34 Faraday Avenue / El Fuerte Street 14.7 B 12.7 B 17.8 B 13.0 B 13.9 B 12.4 B 17.7 B 13.0 B 35 Palomar Airport Road / El Fuerte Street 56.2 E 40.1 B 46.2 D 33.2 C 45.7 D 33.9 C 51.2 D 40.4 D 36 Emerald Drive / SR-78 Westbound Ramps 25.3 C 39.5 D 24.9 C 39.9 D 25.0 C 26.9 C 24.9 C 40.1 D 37 Emerald Drive / SR-78 Eastbound Ramps 26.9 C 26.5 C 26.1 C 26.6 C 16.2 B 26.6 C 26.1 C 26.6 C 38 Lake Boulevard / Thunder Drive 18.2 B 21.2 C 18.6 B 20.6 C 18.3 B 20.0 B 18.6 B 19.7 B 39 Lake Boulevard / Sky Haven Lane (Unsignalized) 14.8 B 58.6 F 11.9 B 18.2 C 12.7 B 24.9 C 11.9 B 18.6 C 40 Lake Boulevard / Emerald Drive (Unsignalized) 15.5 C 107.9 F 14.0 B 41.1 E 23.1 C 36.2 E 13.8 B 41.7 E 41 Cannon Road / Shadowridge Drive (Unsignalized) 11.2 B 13.3 B 226.4 F 259.5 F 86.1 F 159.7 F 166.5 F 155.2 F 42 Cannon Road / Lake Drive 29.5 C 19.7 B 20.5 C 19.9 B 21.3 C 20.8 C 20.5 C 19.8 B 43 Vista Way / SR-78 Westbound On-Ramp 8.8 A 12.2 B 8.6 A 12.0 B 8.6 A 12.0 B 8.6 A 12.0 B 44 Melrose Drive / SR-78 Eastbound Off-Ramp 14.8 B 12.6 B 14.5 B 13.3 B 14.2 B 13.3 B 14.5 B 13.3 B 45 Vista Village Drive / SR-78 Westbound Ramps 28.1 C 27.0 C 25.2 C 25.6 C 25.3 C 25.6 C 25.4 C 25.8 C 46 Vista Village Drive / SR-78 Eastbound Ramps 23,6 C 27.7 C 23.4 C 26.5 C 23.0 C 26.6 C 23.5 C 26.5 C 47 Melrose Drive / Escondido Avenue 11.3 B 12.7 B 17.9 B 19.3 B 19.0 B 18.5 B 20.8 C 21.1 C 48 Melrose Drive / Sunset Drive 18.8 B 20.5 C 18.2 B 20.9 C 18.3 B 20.9 C 17.5 B 18.6 B 49 Melrose Drive / Cannon Road 31.0 C 33.7 C 43.5 D 49.6 D 35.9 D 45.8 D 61.6 E 71.7 E 50 Melrose Drive / Buena Vista Drive 46.1 D 81.2 F 37.6 D 64.0 E 36.9 D 63.9 E 39.0 D 67.0 E 51 Melrose Drive / Longhorn Drive/Live Oak Road 73.9 E 36.4 D 62.1 E 35.0 D 64.6 E 34.9 C 66.3 E 36.9 D 52 Shadowridge Drive / Longhorn Drive (Unsig.) 16.9 C 11.4 B 16.0 C 11.1 B 15.8 C 11.1 B 16.0 C 11.2 B 53 Melrose Drive / Shadowridge Drive 45.1 D 35.8 D 37.2 D 35.3 D 37.4 D 34.7 C 39.4 D 44.4 D 54 Melrose Drive / Sycamore Avenue 37.9 D 32.8 C 35.8 D 31.9 C 37.8 D 32.0 C 37.4 D 31.9 C 55 Melrose Drive / Faraday Avenue-Park Center 51.4 D 33.9 C 35.4 D 32.2 C 44.9 D 31.9 C 38.3 D 32.0 C 56 Melrose Drive / Palomar Airport Road 84.1 F 53.9 D 61.8 E 52.0 D 70.2 E 48.6 D 107.0 F 71.1 E 57 Palomar Airport Road / Business Park Drive 31.0 C 67.1 E 33.2 C 60.0 E 33.2 C 62.2 ,E 33.1 C 62.9 E 58 Sycamore Avenue / SR-78 Eastbound Ramps 84.4 F 49.4 D 82.6 F 48.6 D 82.1 F 48.9 D 91.9 F 48.2 D 59 Sycamore Avenue / SR-78 Westbound Ramps 27.1 C 29.2 C 27.1 C 28.7 C 27.2 C 28.7 C 27.6 C 30.6 C 148 DRAFT Table 11b Horizon Year 2030 HCM Deficient Intersections (ID.) Intersection Jurisdiction Horizon Year 2030 HCM Deficient Intersections (ID.) Intersection Jurisdiction With Cannon With Cannon 4-Lane Cannon (ID.) Intersection Jurisdiction Without Cannon 4-Lane 2-Lane Without Mar Vlsta (ID.) Intersection Jurisdiction Am Pm Am Pm Am Pm Am Pm 1. (4) Plaza Dr. / SR-78 EB Ramps Oceanside X 2. (5) College Blvd. / Plaza Dr. Oceanside X X X X 3. (6) College Blvd. / Lake Dr. Oceanside x 4. (13) Cannon Rd. / Paseo Del Norte Carisbad X X X X 5. (26) El Camino Real / Tamarack Ave. Carisbad x X X X 6. (27) El Camino Real / College Blvd. Carisbad X X X 7. (29) Palomar Airport Rd. / College Blvd. Carisbad X 8. (33) Palomar Airport Rd. / El Camino Real Carisbad X X X X 9. (35) Palomar Airport Rd. / El Fuerte St. Carisbad x 10. (39) Lake Blvd. / Sky haven Ln.* Oceanside X 11. (40) Lake Blvd. / Emerald Dr. * Oceanside X X X X 12. (41) Cannon Rd. / Shadowridge Dr.* Oceanside X X X X X X 13. (49) Melrose Drive / Cannon Road Carlsbad X X 14. (50) Melrose Dr. / Buena Vista Dr. Vista X X X X 15. (51) Melrose Dr. / Longhorn Dr. Vista x X X X 16. (56) Melrose Dr. / Palomar Airport Rd. Carisbad X X X X X 17. (57) Palomar Airport Rd. / Business Parte Dr. Vista X X X X 18. (58) Sycamore Ave. / SR-78 EB Ramps Vista X X X X (ID.) Intersection Identification, see exhibit 6. (X) Peak hour is forecast to operate at deficient level of service. It should be noted that 13 of the 18 intersections forecast to operate at deficient levels of service in the year 2030 based on HCM were also forecast to operate deficiently in the year 2020. Improvements recommended in Horizon Year 2020 section are sufficient to improve the forecast Intersections indicated with an asterisk (*) above are unsignalized intersections. The installation of a traffic signal at these intersections would mitigate the identified deficient operating conditions. For these intersections, additional improvements have been identified that will maintain LOS D or better during peak periods. Needed improvements are graphically depicted in Exhibits (31 A-D). It is recognized the nature of the improvements identified will have significant right-of-way implications and may ultimately be determined either infeasible and/or impractical. In some cases, it may be physically impossible to improve the intersection to the point needed to achieve LOS D or better. Understanding that the analysis herein does not examine the feasibility of the identified improvements, they should be considered tentative and subject to revision. 149 DRAFT Table 11c Horizon Year 2030 HCM Intersection Operational Analysis Deficient Intersections With Recommended Mitigation Intersections No Build With Cannon (4-lane) With Cannon (2-lane) 2030 (4-Lane) Without Mar Vista Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. V/C LOS V/C LOS V/c LOS V/c LOS V/c LOS V/c LOS V/c LOS V/c LOS 4 Plaza Drive / SR-78 EB Ramps 25.8 C 38.7 D 25.3 C 49.7 D 25.5 C 49.9 D 25.5 C 49.8 D 5 College Boulevard / Plaza Drive 27.4 c 45.2 D 26.0 c 33.0 C 24.2 C 33.1 C 26.0 c 33.1 C 6 College Boulevard / Lake Boulevard 53.3 D 41.4 D 51.8 D 45.0 D 54.6 D 45.8 D 53.0 D 44.8 D 13 Cannon Road / Paseo Del Norte 25.6 C 40.0 D 25.8 C 40.5 D 25.8 C 40.4 D 27.0 C 41.3 D 26 El Camino Real / Tamarack Avenue 39.4 D 50.6 C 42.5 D 42.9 C 44.1 D 27.9 C 41.4 D 42.4 D 27 El Camino Real / College Boulevard 27.7 C 34.2 C 29.3 C 37.4 D 29.0 C 36.9 D 31.9 C 39.0 D 29 Palomar Airport Road / College Boulevard 29.9 C 38.5 D 31.4 C 54.6 D 30.9 C 54.8 D 31.3 C 54.8 D 33 Palomar Airport Road / El Camino Real 39.1 D 46.2 D 38.5 D 49.8 D 37.9 D 50.3 D 38.7 D 50.5 D 35 Palomar Airport Road / El Fuerte Street 41.8 D 30.7 C 50.9 D 28.4 C 47.1 D 28.8 C 51.2 D 28.4 C 39 Lake Boulevard / Sky Haven Lane. 13.5 B 12.6 B 14.2 B 13.4 B 14.8 B 14.6 B 11.9 B 18.6 C 40 Lake Boulevard / Emerald Drive 11.8 B 13.8 B 8.8 A 13.5 B 13.5 B 14.2 B 12.4 B 20.6 C 41 Cannon Road / Shadowridge Drive 16.0 B 15.3 B 16.6 B 14.1 B 16.8 B 14.6 B 16.3 B 13.9 B 49 Melrose Drive / Cannon Road 31.0 C 33.7 C 43.5 D 49.6 D 35.9 D 45.8 D 41.5 D 42.9 D 50 Melrose Drive / Buena Vista Drive 32.3 C 45.8 D 27.2 C 33.2 D 26.8 C 33.2 C 28.3 C 43.5 D 51 Melrose Drive / Longhorn Drive/Live Oak Road 42.4 D 28.4 C 40.2 D 28.3 C 40.7 D 28.2 C 44.0 D 31.7 C 56 Melrose Drive / PalomarAirport Road 39.0 D 52.5 D 49.5 D 46.3 D 39.3 D 50.4 D 37.6 D 40.2 D n Palomar Airport Road / Business Park Drive 29.9 C 44.2 D 28.6 C 40.4 D 28.6 C 41.5 D 28.9 C 42.1 D n Sycamore Avenue / SR-78 Eastbound Ramps 38.7 D 33.8 C 37.9 D 33.8 C 37.8 D 33.9 C 26.9 C 27.0 C ICU Analysis As shown in Table 12A, 22 intersections are forecast to operate at unacceptable operating conditions by the year 2030 based on the ICU analysis methodology. Table 12B displays the 22 deficient intersections along with identifying the impacted peak hour for each of the 2030 conditions and Table 12C displays the level of service for the 22 deficient intersections with recommended mitigation. 150 Existing Geonnetry o © > O o o Plaza Dr. lO] Mii- o @ M- r-i ^ Cannon Rd. IS r Paseo Del Norte > ® |c TamarackAve, J o c E ro O • Year 2030 Volume in OT rt CM rt in r^ ^231/637 — 49/10 ^65/131 n Plaza Dr, lc 110/103^ 51/58— 10/8-> AM/PM College Blvd, 19/20 1944/1513 — 133/169^ AM/PM © ro CM ro CO CM CN ro 5? ro ro '5- V I V Cannon Rd, 355/69-^ 1569/952— 389/214-> AM/PM ^ 131/42 — 519/1437 ^127/101 ^ t r^ ID ID O CN OT ro ro ro CM ro OT /^~\ cn ® g CM 5 <^ 2° 5 !5 0 OT r- ro V ^24/51 —127/220 ^377/176 il TamarackAve. IS 40/37^ 132/180— 386/147^ AM/PM El Camino Real"" 179/683 1504/1769— 85/477 AM/PM 2030 Assumed Lane Geometry Recommended Improvemej Modifications © Existing geometries used for year 2030 analysis. © > o Plaza Dr, r ^ ovlp 7 Mii- "Convert eAv left turn to protected phasing ® Cannon Rd, -h-)ft> * Future roadway extensions require changes to the intersection configuration. Existing geometries used for year 2030 analysis. ® ^>4v p Mii-Cannon Rd, 1< r Paseo Del Norte r ® >JIIV Mi-TamarackAve. > ovlp*"\ El Camino Real JN: 55-100185,001 December 2005 REQUIRED MITIGATION - HCM 2030 WiTH(4 LANE) CANNON REACH 4 EXHIBIT 31A (page 1 of 5) Existing Geometry HIW 1 r El Camino Real free ^ ^iir Q. > O PalomarAirport Rd, I f ^ Miii^f^ CL a. •i o @ HI Lake Blvd, Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem Modifications ro ro ^ in rr ro C:: CM CM ro ro ro r- El Camino Real 7/39^ 1703/1171 — 720/245 ^765/775 -^132/1325 ^27/58 o rt O AM/PM O rt OT CM 5 22 ^ CD CM LO CN ro CM rr P3)oo ro ro ro CN r- ^ CD ^ CM rt ro in ro ro ^1090/784 -^1360/700 ^477/993 il PalomarAirport Rd.K 149/467^ 1020/1807— 102/84^ AM/PM El Camino Real ^ 38119 J 1725/924— 612/753^ AM/PM @ ^-^ in in CM 5? ^ ro ro V V a T3 2 1 ^103/11 —414/435 Lake Blvd, 224/35^ 299/521 — 0. AM/PM < Existing geometries used for year 2030 analysis. HIW ovlp El Camino Real i free -^Mi- Existing geometries used for year 2030 analysis. ® \c P PalomarAirport Rd.k r ro ^iiif*'!*' 01 ^ CL O-° S c O E ro O [u @ Existing geometries used for year 2030 analysis. ® Q Q XI 2 LLl Lake Blvd, ll REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 " EXHIBIT 31 A (paQG 2 Of 5) Existing Geometry @ Cannon Rd, 0) Year 2030 Volume 2030 Assumed Lane Geometry @ — 72/196 ^144/294 Cannon Rd, 92/129— 37/21^ AM/PM Q 0) T- OT rt ro o ii? JI ro CM ro ro CO CM Existing geometries used for year 2030 analysis. Recommended improve Modifications @ Cannon Rd, HIIV Buena Vista Dr. X X Mii- ® X f )! Longhom/Live Oak |c J Q X 0) o "oi \50)cO CM ro t- ro Ci CD JI in rv- o ro rt ro CM T- T- ^65/70 —86/60 ^324/296 Buena Vista Dr, u 180/442-^ 62/51 — 81/369-^ AM/PM Melrose Dr, 172/207 J 1316/1569 — 144/152^ AM/PM CM in r^ rt OT T- ro CM CM ro ro T-t- rv. CM Longhom/Live Oak[5 419/216^ 85/44— 141/110-^ AM/PM ^155/61 —124/52 ^67/13 r in 1^ 1^ ro t- ro I OT?'^ Melrose Dr, > ® Existing geometries used for year 2030 analysis. ® X f Longhorn/Live Oak |( ^ Mi- Q T sirose 'Convert left turn to protected phasing. REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 31 A (paQB 3 Of 5), Existing Geometry 01 •t o o. PalomarAirport Rd, Year 2030 Volume hv. ro in t~-o r^ T- ^ OT ro CM ro CM ro ro rt T- V i V o o PalomarAirport Rd,l^ 723/385-^ 1200/1397 — 191/252^ AM/PM ^335/270 —1697/1291 ^250/563 rt f in T-T- in CN CD CM ?? ^ ro LO o ro LO ro rt 2030 Assumed Lane Geometry Recommended Improvemei Modifications ****** VIIIVV I}- •Jol PalomarAirport Rd,lol -•j-*^ || | ^ * Future roadway extensions require changes to the intersection configuration. • > O VIIIVV PalomarAirport Rd.lSl '«(^>)^|f a. > o o 01 tL O e-< @ VIVV ^ovlp M- r PalomarAirport Rd, Ic Business Park ^ r CO OT O T- rv- ^ in CD OT Si ro ro ro CM PalomarAirport Rd, 1031/1423-^ 887/1516 — 14/48-^ AM/PM ^636/221 —1678/1073 V T V ro rv. CM CO ^ CM [v. T- Existing geometries used for year 2030 analysis. @ CD VIVV |c ^ovlp Mr r •>i PalomarAirport Rd, |c i Business Park J r ® llivv )] SR-78 EB Ramps K J , X ovlp -y Sycamore Ave, > (58) ^ sCy LO ro T- ro CD £2 o ro OT T V i] SR-78 EB Ramps jc 394/487-^ 2/0— 982/455-,^ AM/PM Sycamore Ave. 947/1661 — 673/948 -^^ AM/PM Existing geometries used for year 2030 analysis. llivv SR-78 EB Ramps 4 JN: 55-100185,001 December2005 REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 EXHIBIT 31A (page 4 of 5) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended lmproveme|J^ Modifications Legend Geometry Mitigation Existing Geometry XX/XX AM/PM Peak Hour Turning Movements |ol o |oj Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 31 A (paQB 5 Of 5) Existing Geometry o 01 © Q. > O Plaza Dr, r Mii- ® |c Mii Cannon Rd. U r ^M\(^ z 0) a o 01 in ro CL ® VIIV , R Mi-TamarackAve. li J El Camino Real > r Year 2030 Volume /'c^ ro ro f:^i??^ CM rt OT in r- ro r- r- OT 1 Vp ^230/635 — 50/10 ^77/132 ^1 Plaza Dr, 1< 111/103^ 50/57— 10/10^ AM/PM College Blvd, 19/20 1971/1526 — 139/168^ AM/PM @ ro rr ro CM CM ro o ro ro CM VIV. M 30/43 —524/1426 ^27/201 Cannon Rd. l< 356/70-^ 1569/944— 389/214> AM/PM I ^ t r •C r- rv. 00 o CM ro ro - !G ^ Ci i§ ro rt ro 2 o OT OT £ 3! i ro < CM ® 1 CM ^ rt 2° ro r- OT O ro V V i V J ^24/51 — 130/218 ^385/178 fl TamarackAve. u 40/37^ 138/182— 379/147^ AM/PM El Camino Real 177/671 ^ 1515/1762— 84/462^ AM/PM 2030 Assumed Lane Geometry Recommended Improveme, Modifications © Existing geometries used for year 2030 analysis. ® > O VHVV Plaza Dr, ^ ovlp •o > CO •Convert e/w left turn to protected phasing ® Cannon Rd. * Future roadway extensions require changes to the intersection configuration. @ X r Cannon Rd. t< J 1 M\ii- z a r seo ra Q- Existing geometries used for year 2030 analysis. ® >-«IIV ^ ' \c HIV TamarackAve. 1^ J ovlp*"y >] . s Mi\r cn • o c E ro O ili REQUIRED MITIGATION - HCM 2030 WITH(2 LANE) CANNON REACH 4 JN: 55-100185.001 Deoember2005 EXH IB IT 31 B (page 1 Of 5) Existing Geometry HIW 1 El Camino Real [o free ^ Year 2030 Volume in in ro ro 5 CD t:; CD CN ro rt OT T-rv.ro ^ \ V El Camino Real 15 7/40 > 1644/1146 — 594/244 AM/PM ^763/762 —1298/1330 ^29/61 Is' 1^ t r ^ OT t- rt in ro T- o g. SlSOJH 0) CM OT CM o CM ^ ro O CM 2030 Assumed Lane Geometry Existing geometries used for year 2030 analysis. Recommended Improveme Modifications @ f ^ ovlp M- r El Camino Real L > free > CD 01 O) JJ "o O •c: o 6-< @ vv a. — M-o VIIIVV ^vv PalomarAirport Rd,li g ^iii(*'(^ ino Rl ovlp t El Can-@ Q -u 2 UJ ^ •4-•»• Lake Blvd, (33) CD CN ro ro CM OT ii? ro OT o in rt OT ro ^1085/799 —1383/709 ^469/1005 PalomarAirport Rd.l< 147/446^ 1099/1820— 102/84^ AM/PM El Camino Real*— 39/79 > 1677/915— 691/766^ AM/PM ^-^ in rr in CN OT ^ ro OT y V Q •D ro 1 ^103/11 ^414/435 Lake Blvd. 224/35^ 299/521 — CL AM/PM < Existing geometries used for year 2030 analysis. @ Existing geometries used for year 2030 analysis. ® |c } PalomarAirport Rd.|c ro '*\iii^^(^ ° ^ c O E ro O LU @ Emerald Dr, Lake Blvd, I2J REQUIRED MITIGATION - HCM 2030 WITH(2 LANE) CANNON REACH 4 JN: 55-100185,001 December 2005 ' EXHIBIT 31 B (pSQe 2 Of 5) Existing Geometry @ Cannon Rd. M Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvemi Modifications ® — 72/196 ^144/294 Cannon Rd, 92/129— 37/21^ AM/PM ^ r r- OT ro ii? j; ro CM OT CM @ Existing geometries used for year 2030 analysis. • @ Cannon Rd, @ X r il Buena Vista Dr. IS X > Mii- Q 01 in o ro OT ro rr ro CM CM ro ^ OT JI CM ro o ro in ro ^1 Buena Vista Dr, 179/435 62/51 — 83/377-> AM/PM ^65/70 — 87/59 ^306/298 ^ t r , r~- in CM Q o CO ro CM in ^ ^ JH 3 r- ^t •'J-T- ro r-ro Existing geometries used for year 2030 analysis. @ T Buena Vista Dr.l^ t > Miit- Q i Longhom/Live Oak [c Melrose Dr. ^ (5^ S CM ;=: CM CD ro rv T- 1^ CM CM r- CM V j V|J ^153/61 — 124/52 ^68/13 n Longhorn/Live Oak |< 418/214^ 85/42— 143/110^ AM/PM Melrose Dr. ^ 195/236 1192/1482 — 93/37^ AM/PM ® Existing geometries used for year 2030 analysis. HIIV Longhorn/Live Oak | X Mi- •Convert left turn to protected phasing. JN: 55-100185,001 December2005 REQUIRED MITIGATION - HCM 2030 WITH(2 LANE) CANNON REACH 4 EXHIBIT 31B (page 3 of 5) Existing Geometry 01 •e o e-< ro E PalomarAirport Rd, Year 2030 Volume @-Sro O rr 00 T- CO O OT CD rv LO OT rt rr CO V 1 V , ^338/264 — 1609/1303 ^215/553 5l PalomarAirport Rd.li 843/419^ 1190/1384— 187/262^ AM/PM Melrose Dr. ^ 610/21-^ 1537/610— 465/253^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemei Modifications * * * ** * VIIIVV ^ ^o PalomarAirport Rd,l^ a 01 in *-*-§: * t 2 * Future roadway extensions require changes to the intersection configuration. a. > o VIIIVV PalomarAirport Rd, i M\iii{<^ a. -> o @ CD VIVV ^ovlp Mr- r PalomarAirport Rd. l< Business Park CM OT O OT ro ^ rv OT ro CN rr t- I V ^39111 —1690/1077 ^/17 PalomarAirport Rd. 1026/1424^ 898/1510— 14/48> AM/PM t rt ro rv CM ro ^ CM r- rv T- Existing geometries used for year 2030 analysis. CD VIVV |c ^ovlp M- M- r 31 PalomarAirport Rd. b i > Business Park ^ > ® llivv n SR-78 EB Ramps [c J , X ovlp Sycamore Ave, > @ s in ro r- ro i^£2 ro rv OT Tv ^ n SR-78 EB Ramps [c 395/486^ 2/0 — 981/457^ AM/PM Sycamore Ave, 952/1680 673/950 ^ AM/PM Existing geometries used for year 2030 analysis. llivv SR-78 EB Ramps d Mf r 0) CO JN: 55-100185,001 December2005 REQUIRED MITIGATION - HCM 2030 WITH(2 LANE) CANNON REACH 4 EXHIBIT 31B (page 4 of 5) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem Modifications Legend Geometry Mitigation Existing Geometry XX/XX AM/PM Peak Hour Turning Movements 1 Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. REQUIRED MITIGATION - HCM 2030 WITH(2 LANE) CANNON REACH 4 JN: 55-100185.001 December2005 EXHIBIT 31 B (pSQe 5 Of 5) Existing Geometry Q O © Paza Dr, •r X •M- r _9. > VIIVV Plaza Dr, r Mii- o © CD <D VIIVV VIV rd Lake Blvd, |c i ovlp > CO 01 CJ) 0) o o Year 2030 Volume ® - O CM CN CD r^ CO 5? ro CD rt ro T- y 1 V |o ^4/51 297/622 ^44/130 ' Paza Dr. [< 493/693-^ 184/421 — 19/55> AM/PM EB Ramps 51/215 > 10/55 — 21/102-^ AM/PM (5) :=ro o ro CM t: JH JH ro o ro o ro T- CM OT V 1 V ^235/673 —50/11 ^113/207 ol Plaza Dr. 110/104-^ 50/60— 10/6-^ AM/PM College Blvd, 18/19-^ 1998/1661 — 157/204-^ AM/PM ^ D JIV. CD ro —^ rv. T- OT 55 CM 5i CO T- CO CM CN ro ro V ^ ^ i V p ^532/367 —181/292 ^465/201 Lake Blvd, 1< 361/570-^ 180/342— 62/189> AM/PM College Blvd, 114/118^ 1518/1204— 354/350-^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemi Modifications © Existing geometries used for year 2030 analysis. © M>^ Paza Dr, lc i -*• t in a. E ro CL CD LU © Existing geometries used for year 2030 analysis. © > o VIIVV Plaza Dr, 4_ ovlp 7 Mii- *Convert e/w left turn to protected phasing © Existing geometries used for year 2030 analysis. © CD CD VIIVV p ^ ovlp Lake Blvd, lc i ovlp TD > CD 01 O) a) "o O REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185.001 December 2005 ' EXHIBIT 31C (pBQe 1 Of 6) Existing Geometry Year 2030 Volume o ® |c Mii Cannon Rd, |c r Paseo Del Norte > ® VIIV , I Mi-TamarackAve, l5 J ovlp*-y El Camino Real J r (29) VHV, VIIIVV PalomarAirport Rd.lc College Blvd, > 2030 Assumed Lane Geometry Recommended Improvemi Modifications ® OT OT ro ro o o CD j;^ CN ro ro r^ ro ro t- y j V Cannon Rd, 376/71^ 1478/847— 402/221> AM/PM I ^ 109/41 —459/1350 ^127/101 ^ t r o rt in CN CM CM rv ro ro ro co£^! rt ro T- OT © s OT 25 ro 2° CM r- CJ) -r- ro V 0 ^ 25/50 — 134/231 ^361/189 TamarackAve. 48/37 148/189 — 350/106^ AM/PM El Camino Real 165/622 > 1452/1731 — 76/462-v^ AM/PM (29) ro OT ^—' CM ro ro ro ro ro C; ro o CM ^44/79 — 920/1896 r 631489 PalomarAirport Rd,L 886/407-^ 1780/1168 — 67/257 > AM/PM College Blvd, 292/178-^ 467/111 — 242/138^ AM/PM ® 1. M- M- Cannon Rd. z z oi r LJ O 01 tn ra CL * Future roadway extensions require changes to the mtersection configuration. Existing geometries used for year 2030 analysis. Existing geometries used for year 2030 analysis. ® Cannon Rd. l< Paseo Del Norte r ® VIIV 15 X TamarackAve, l5 > ovlp*"> El Camino Real > ® VHfV VIIIVV PalomarAirport Rd,L College Blvd, ^ -> REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 31 C (paQB 2 Of 6) Existing Geometry ce o a. a. > o VIIIVVl f PalomarAirport Rd,lo s Mii(*'(*' Q. > Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem Modifications ro o ro rv tv. ro T- T- 55 ^ 5? rv. OT r^ ro V \ V PalomarAirport Rd, 148/433^ 1034/1868— 103/92^ ^1098/869 —1457/955 ^91/811 AM/PM ^ f r o o rv OT OT ro OT rv. OT ro rt ro T- rv ro ro Existing geometries used for year 2030 analysis. ft PalomarAirport Rd.lo 9 ro CL > o ® HIVV Mii-PalomarAirport Rd.L -*- r \^M\ii- CO 01 •e 01 3 LL LU ® Mi-Lake Blvd, ¥ 5H- c 01 > ro X CO ID ooro T- rv ro £2 ^ OT rv o rv CM r- V I V PalomarAirport Rd,! 562/85-^ 1747/3134— 48/284-^ AM/PM ^258/47 —3124/22231 ^56/157 ^ t CO T- ID in ro t-^ CM JH OT ro ro CM ro ro ro ro ro ro CM OT ^^13/23 ^534/444 ^13/36 Lake Blvd, 47/93-^ 377/708 — 16/72-> AM/PM I* Sky Haven Ln, 55/44> 29/38— 38/35^ ^ AM/PM Existing geometries used for year 2030 analysis. HIVV PalomarAirport Rd, Existing geometries used for year 2030 analysis. REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 X 7 Lake Blvd, JN: 55-100185,001 December2005 EXHIBIT 31C (page 3 Of 6) Existing Geometry ® o s: O) c o V V 01 i Lake Blvd, HIIV Buena Vista Dr, X X r Mii- ® HV^ Longhorn/Live Oak (< > Melrose Dr, Year 2030 Volume ® CM 5 CN CM r^ ro o Q •D ro 1 ^127/123 — 475/475 Lake Blvd, 31/58-> 371/675— a. AM/PM < (50) § V_y ro ro CM ro T- ro £J ro JH ro T- o rt ro ro CN V ^ 65/70 —87/59 ^417/362 i] Buena Vista Dr. 174/408-' 62/51 — 86/402-^ AM/PM Melrose Dr. 193/215^ 1439/1664 — 144/152 AM/PM vJ/ ro OT rv OT T- CM Si!roCi OT ro ro O OT CM CM CM V 1 V ^ 114/58 — 124/14 ^70/14 Longhom/Live Oak |c 412/207-^ 85/42 — 149/115^ AM/PM ^ Melrose Dr. ^ 203/242 1034/1628 — 93/37 AM/PM 2030 Assumed Lane Geometry Recommended Improveme Modifications @ Existing geometries used for year 2030 analysis. ® V V LU-^ Lake Blvd. Existing geometries used for year 2030 analysis. @ T Buena Vista Dr. li i Melrose Dr. > T ® Existing geometries used for year 2030 analysis. ® Longhorn/Live Oak X r Mi- •Convert left turn to protected phasing. REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 31 C (paQB 4 Of 6) Existing Geometry PalomarAirport Rd, Year 2030 Volume OT OT ro ro rr ro o ro T- ro ro ii? rv. ro CM ro t ro ^347/234 —1589/1366 V I V 1^245/247 PalomarAirport Rd 843/491^ 1200/1397^ 157/247^ AM/PM ^ f r ro ro ro T- rv ro CM CO CN ^ OT ^ OT ro ro ro ro -"It 2030 Assumed Lane Geometry Recommended Improve Modifications ****** VIIIVV p PalomarAirport Rd.l^ * Future roadway extensions require changes to the intersection configuration. Q. CL > > O O wiiivv PalomarAirport Rd.l i Q. © <D <D V IVV 4L ^ovlp M- 1 ^ PalomarAirport Rd. b i Business Park r @S o T- O ii?S'^ OT 51 OT OT ro CM ^703/227 —1665/1134 ^4/17 i] PalomarAirport Rd. l! 988/1427^ 904/1542— 14/48-^ AM/PM Business Park 72/24 17/36— 11/7^ AM/PM Existing geometries used for year 2030 analysis. © Q VIVV , \c c ^ ovlp PalomarAirport Rd, l @ ro ro ro T- CM ro ro rv OT n SR-78 EB Ramps jc 399/484^ 2/0— 988/466^ AM/PM Sycamore Ave, 946/1669 — 682/946 AM/PM Existing geometries used for year 2030 analysis. >1 SR-78 EB Ramps |c > Sycamore Ave, > REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 31 C (pHQe 5 Of 6) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvei Modifications Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements lol o |o| Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext REQUIRED MITIGATION - HCM 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 31 C (paQG 6 Of 6) Existing Geometry 01 o ® > o VIIV*- Plaza Dr, J r AM/PM r Mii- ® lc Mii Cannon Rd. T AM/PM Paseo Del Norte > AM/PM HIIV TamarackAve. l5 > AM/PM El Camino Real J AM/PM Year 2030 Volume tiM= j; LO T- OT in r-- rr ^241/636 47/10 ^65/132 n Plaza Dr, li 110/103^ 51/57-^ 11/9> AM/PM College Blvd, 20/20 1948/1518 — 120/171-^ AM/PM ® ro OT rt CN OT t- ^ JH ^i! ro 5) ro ro T- V 1 V . ^131/43 —516/1434 ^127/101 Cannon Rd, |c 354/71 ^ 1578/942 — 388/213 > AM/PM t r •c rv rv ro 5 r- OT ro Q ro rt ro 5 o O r- OT CL a) CM is ro < Q. ® ? O OT O ro 1- VIV ^24/51 — 129/218 ^376/178 ...I TamarackAve, L 40/37^ 141/181 — 378/147-^ AM/PM El Camino Real 178/678 y 1524/1768 — 85/467 ^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemej Modifications ® Existing geometries used for year 2030 analysis. © > o VIIVV Plaza Dr. r AM/PM ^ ovlp Mii- "Convert eAv left turn to protected phasing @ -i. M-M- Jl Cannon Rd. u r AM/PM z CD n <D tfc ro $ ® Cannon Rd, l< r AM/PM Paseo Del Norte r AM/PM Existing geometries used for year 2030 analysis. ® HIIV 1^ HIV TamarackAve. IS > ovlp*"\ AM/PM El Camino Real AM/PM REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA JN: 55-100185.001 December2005 EXHIBIT 31 D (page 1 Of 5) Existing Geometry o HIVV 1 r El Camino Real free AM/PM ? ^iil- O ® CL > O V|||V^ VVtllVV PalomarAirport Rd.fc r AM/PM g '*\iii(*'(^ DL CL 1 <3 1 - 1 ® 0) 1 UJ Lake Blvd, AM/PM Year 2030 Volume @ •5t ro OT ro JH in r^ O OT ^ ro r^ ^754/775 — 1311/1672 ^103/70 El Camino Real Ii 25/37 > 1707/1162— 835/246^ AM/PM College Blvd, 256/595 454/835— 56/124-^ AM/PM w3) ro ro OT ^-^ ro CM rr T- T- OT CM r^ ro r- ro ro ro OT ro VIV,, ^968/604 — 1380/709 ^^482/887 n PalomarAirport Rd.y 148/471 ^ 1022/1813 — 102/84 > AM/PM El Camino Real*^ 38/79 1550/927 — 615/755^ AM/PM ® 00 ro ro ro CM CM 5) rt rv V V Q T3 2 I ^102/113 —388/395 Lake Blvd, 26/35-' 282/498— Q. AM/PM 1 2030 Assumed Lane Geometry Existing geometries used for year 2030 analysis. Existing geometries used for year 2030 analysis. @ Existing geometries used for year 2030 analysis. Recommended Improvemi Modifications ® HIVV ^ ovlp M- r El Camino Real L > free ^ AM/PM College Blvd, ^ r AM/PM >-4 IIVVV PalomarAirport Rd,| AM/PM ro ^iiil*'!*' CL > o @ X Lake Blvd, Is J AM/PM Emerald Dr. AM/PM REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT31D(page2of5) JN: 55-100185,001 December 2005 Existing Geometry 01 CD •D o TD ro sz CO @ Cannon Rd, AM/PM M Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvemj Modifications @ —773/709 ^130/198 Cannon Rd, 675/767 — 57/139^ AM/PM o CD o ro CD ro CM @ Existing geometries used for year 2030 analysis. @ Cannon Rd, AM/PM Q ^ o ® VIIIVV^ f VIIVV Cannon Rd, i^ > > > AM/PM O AM/PM Melrose Dr, 407/704 J 1076/1322 — 5/8-^ AM/PM ro T- ro J^ii? ^ ro ro o ro ro ro CM r- T- ^65/70 — 86/60 ^324/296 >1 Buena Vista Dr. \i 180/435^ 62/51 — 82/375^ AM/PM lis Melrose Dr, 190/215-> 1368/1615— 144/152^ AM/PM Existing geometries used for year 2030 analysis. Existing geometries used for year 2030 analysis. @ VIIIVV 4_ ovlp M- M- r Cannon Rd^ l£ ovlp -y AM/PM G 9: < ® Buena Vista Dr, U i •> AM/PM Melrose Dr. -> r AM/PM REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA JN: 55-100185,001 December 2005 EXHIBIT 31D (page 3 Of 5), Existing Geometry o Longhorn/Live Oak s: O) c ® HIIV AM/PM X Mi- Year 2030 Volume ® CO CM rv. rv. ro CM CM ro CM , rv , ro ro r-r- rv ro CM T- CM \ V ^ o o Longlnom/Llve Oaklo 417/208^ 87/46 — 142/109-^ AM/PM ^167/65 — 126/52 ^67/14 t rv ro rv CN LO CM OT r co ro OT o CM 2030 Assumed Lane Geometry ® Existing geometries used for year 2030 analysis. Recommended Improvemei Modifications ® Hlivl X r Longhorn/Live Oak lo Mi- AM/PM 'Convert left turn to protected phasing. o DL •n o e-•< ro E o @ tc VIIIVV PalomarAirport Rd,ll r AM/PM Melrose Dr. ^ > > > AM/PM 56 OT ro OT rv o t; JH JH o ii? CM o ro ro rv rt ^244/68 —1690/1320 V I ^ 1^64/553 PalomarAirport Rd 722/378-^ 1204/1413— 190/252^ AM/PM r ^ t ro O r- T- t- ro CM CD CM CD 5? ^ ro o ro ro ro rt * * * ** * VIIIVV Xi^f PalomarAirport Rd,lol ^ AM/PM ' * Future roadway extensions require changes to the intersection configuration. * *** * CD VIIIVV 4^ PalomarAirport Rd.|0| ^ AM/PM ® (D <D VIVV ^ovlp M- r )i PalomarAirport Rd. l! i AM/PM Business Park > t AM/PM OT O rr OT ro SI rv ro ro CM rt ^646/221 —1679/1090 AM/PM PalomarAirport Rd, lo 1030/1422^ 893/1541 — 14/48^ t rt ro CM CO CM r^ r^ r rv Existing geometries used for year 2030 analysis. @ CO CD i= VIVV [c ^ovlp M- •M- r >i PalomarAirport Rd. I< AM/PM Business Park ^ r AM/PM REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT 31D (page 4 of 5) JN: 55-100185,001 December2005 Existing Geometry Year 2030 Volume llivv SR-78 EB Ramps , X ovlp AM/PM iiif*- (5^ § V—' fv. ro T- ro o£2 OT ro rv. OT il SR-78 EB Ramps K 394/488^ 2/0 — 983/457 ^ AM/PM Sycamore Ave. 959/1713 — 751/954^ AM/PM 2030 Assumed Lane Geometry Recommended Improvem- Modifications Existing geometries used for year 2030 analysis. ® il SR-78 EB Ramps |c > AM/PM Sycamore Ave, > AM/PM Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements |ol o lo| Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. • • REQUIRED MITIGATION - HCM 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT 31D (page 5 Of 5) JN: 55-100185,001 December 2005 DRAFT Table 12a Horizon Year 2030 ICU Intersection Operational Analysis No Build With Cannon (4-lane) Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 1 College Boulevard / Vista Way 0.765 C 0.781 C 0.724 C 0.770 C 0.728 C 0.775 C 0.725 C 0.719 C 2 College Boulevard / EB Off-Ramp 0.449 A 0.479 A 0.404 A 0.467 A 0.406 A 0.469 A 0.408 A 0.465 A 3 Vista Way / SR-78 WB Ramps 0.461 A 0.748 C 0.446 A 0.724 C 0.449 A 0.725 C 0.447 A 0.729 C 4 Plaza Drive / SR-78 EB Ramps 0.512 A 0.925 E 0.494 A 0.847 D 0.497 A 0.848 D 0.494 A 0.848 D 5 College Boulevard / Plaza Drive 0.909 E 1.032 F 0.872 D 0.978 E 0.855 D 0.969 E 0.875 D 0.973 E 6 College Boulevard / Lake Boulevard 0.931 E 0.920 E 0.875 D 0.832 D 0.889 D 0.841 D 0.880 D 0.834 D 7 College Boulevard / Tamarack (N) 0.925 E 0.690 B 0.880 D 0.632 B 0.888 D 0.643 B 0.883 D 0.639 B 8 College Boulevard / Tamarack (S) 0.915 E 0.805 D 0.871 D 0.742 C 0.881 D 0.742 C 0.874 D 0.751 C 9 College Boulevard / Carisbad Village Drive 0.697 B 0.819 D 0.569 A 0.748 C 0.573 A 0.764 C 0.574 A 0.758 C 10 College Boulevard / Cannon Road 0.778 C 0.832 D 0.623 B 0.697 B 0.581 A 0.628 B 0.600 A 0.674 B 11 El Camino Real / Cannon Road 0.624 B 0.578 A 0.682 B 0.636 B 0.685 B 0.613 B 0.682 B 0.624 B 12 Cannon Road / Faraday Avenue 0.616 B 0.638 B 0.611 B 0.695 B 0.611 B 0.690 B 0.611 B 0.689 B 13 Cannon Road / Paseo Del Norte 0.771 D 0.958 E 0.788 C 0.966 E 0.793 C 0.965 E 0.790 C 0.969 E 14 Cannon Road /1-5 Northbound Ramps 0.571 A 0.621 B 0.585 A 0.643 B 0.585 A 0.640 B 0.587 A 0.643 B 15 Cannon Road /1-5 Southbound Ramps 0.556 A 0.513 A 0.547 A 0.526 A 0.549 A 0.525 A 0.548 A 0.526 A 16 1-5 / SR-78 / Vista Way 0.506 A 0.659 B 0.509 A 0.678 B 0.509 A 0.678 B 0.499 A 0.686 B 17 Palomar Airport Road /1-5 Southbound Ramps 0.605 B 0.619 B 0.605 B 0.615 B 0.603 B 0.615 B 0.607 B 0.616 B 18 PalomarAirport Road /1-5 Northbound Ramps 0.739 D 0.741 C 0.742 C 0.740 C 0.743 C 0.740 C 0.743 C 0.741 C 19 Palomar Airport Road / Paseo Del Norte 0.788 C 0.780 C 0.795 C 0.794 C 0.792 C 0.793 C 0.797 C 0.793 C 20 Poinsettia Lane /1-5 Southbound Ramps 0.526 A 0.683 B 0.521 A 0.673 B 0.523 A 0.674 B 0.523 A 0.674 B 21 Poinsettia Lane /1-5 Northbound Ramps 0.652 B 0.639 B 0.620 B 0.629 B 0.621 B 0.629 B 0.619 B 0.628 B 22 El Camino Real / SR-78 Westbound Ramps 0.702 C 0.943 E 0.708 C 0.950 E 0.696 B 0.950 E 0.716 C 0.955 E 23 El Camino Real / SR-78 Eastbound Ramps 0.818 D 1.067 F 0.804 D 1.059 F 0.802 D 1.065 F 0.815 D 1.071 F 24 El Camino Real / Marron Road 0.792 C 0.830 D 0.792 C 0.817 D 0.792 C 0.817 D 0.793 C 0.820 D 25 El Camino Real / Carisbad Village Drive 0.871 D 0.808 D 0.858 D 0.800 D 0.863 D 0.798 C 0.861 D 0.796 C 26 El Camino Real / Tamarack Avenue 0.949 E 0.924 E 0.989 E 0.949 E 0.990 E 0.937 E 0.982 E 0.944 E 27 El Camino Real / College Boulevard 0.824 D 0.922 E 0.927 E 0.864 D 0.859 D 0.859 D 0.925 E 0.877 D 28 College Boulevard / Faraday Avenue 0.683 B 0.784 C 0.718 C 0.789 C 0.711 C 0.787 C 0.719 C 0.789 C 29 Palomar Airport Road / College Boulevard 0.702 C 0.944 E 0.726 C 0.939 E 0.716 C 0.939 E 0.726 C 0.940 E 30 Palomar Airport Road / Armada Drive 0.644 B 0.820 D 0.647 B 0.819 D 0.646 B 0.819 D 0.648 B 0.819 D With Cannon (2-lane) Without Mar Vista 172 DRAFT Table 12a (Continued) Horizon Year 2030 ICU Intersection Operational Analysis Intersections No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/G LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 31 El Camino Real / Faraday Avenue 0.915 E 0.851 D 0.905 E 0.904 D 0.904 E 0.816 D 0.903 E 0.846 D 32 Palomar Airport Road / Camino Vida Roble 0.704 C 0.627 B 0.691 B 0.630 B 0.708 C 0.628 B 0.692 B 0.632 B 33 Palomar Airport Road / El Camino Real 0.878 D 1.082 F 0.854 D 1.088 F 0.857 D 1.093 F 0.857 D 1.087 F 34 Faraday Avenue / El Fuerte Street 0.632 B 0.585 A 0.650 B 0.551 A 0.596 A 0.543 A 0.715 C 0.623 B 35 Palomar Airport Road / El Fuerte Street 1.047 F 0.996 D 1.012 F 0.961 E 1.014 F 0.860 D 1.014 F 0.988 E 36 Emerald Drive / SR-78 Westbound Ramps 0.696 B 0.887 D 0.685 B 0.892 D 0.696 B 0.762 C 0.686 B 0.893 D 37 Emerald Drive / SR-78 Eastbound Ramps 0.647 B 0.694 B 0.611 B 0.687 B 0.663 B 0.686 B 0.611 B 0.687 B 38 Lake Boulevard / Thunder Drive 0.618 B 0.684 B 0.586 A 0.701 C 0.587 A 0.674 B 0.654 B 0.726 C 39 Lake Boulevard / Sky Haven Lane (Unsignalized) ---------------- 40 Lake Boulevard / Emerald Drive (Unsignalized) ------------- • - -- 41 Cannon Road / Shadowridge Drive (Unsig.) ---------------- 42 Cannon Road / Lake Drive 0.619 B 0.503 A 0.553 A 0.594 A 0.561 A 0.529 A 0.603 B 0.644 B 43 Vista Way / SR-78 Westbound On-Ramp 0.517 A 0.558 A 0.486 A 0.532 A 0.487 A 0.535 A 0.553 A 0.600 A 44 Melrose Drive / SR-78 Eastbound Off-Ramp 0.512 A 0.572 A 0.535 A 0.585 A 0.527 A 0.586 A 0.535 A 0.585 A 45 Vista Village Drive / SR-78 Westbound Ramps 0.803 D 0.731 C 0.765 C 0.696 B 0.766 C 0.697 B 0.769 C 0.701 C 46 Vista Village Drive / SR-78 Eastbound Ramps 0.627 B 0.712 C 0.613 B 0.691 B 0.615 B 0.694 B 0.617 B 0.695 B 47 Melrose Drive / Escondido Avenue 0.549 A 0.627 B 0.645 B 0.810 D 0.704 C 0.787 C 0.666 B 0.827 D 48 Melrose Drive / Sunset Drive 0.694 B 0.761 C 0.761 C 0.782 C 0.750 C 0.778 C 0.765 C 0.805 D 49 Melrose Drive / Cannon Road 0.665 B 0.718 C 0.846 D 0.883 D 0.780 C 0.861 D 0.940 E 0.991 E 50 Melrose Drive / Buena Vista Drive 0.915 E 1.013 F 0.832 D 0.971 E 0.834 D 0.976 E 0.863 E 0.990 E 51 Melrose Drive / Longhorn Drive/Live Oak Road 0.942 E 0.851 D 0.903 E 0.826 D 0.916 E 0.817 D 0.930 E 0.858 D 52 Shadowridge Drive / Longhorn Drive (Unsig.) ---------------- 53 Melrose Drive / Shadowridge Drive 0.926 E 0.775 C 0.825 D 0.773 C 0.831 D 0.763 C 0.834 D 0.852 D 54 Melrose Drive / Sycamore Avenue 0.845 D 0.766 C 0.810 D 0.726 C 0.836 D 0.729 C 0.829 D 0.727 C 55 Melrose Drive / Faraday Avenue-Park Center 0.925 E 0.824 D 0.816 D 0.772 c 0.900 E 0.771 c 0.841 D 0.762 C 56 Melrose Drive / Palomar Airport Road 1.247 F 1.026 F 0.940 E 0.909 E 0.966 E 0.872 D 0.925 E 0.876 D 57 Palomar Airport Road / Business Park Drive 0.854 D 0.998 E 0.869 D 0.974 E 0.871 D 0.977 E 0.869 D 0.984 E 58 Sycamore Avenue / SR-78 Eastbound Ramps 1.081 F 0.976 E 1.073 F 0.972 E 1.073 F 0.974 E 1.117 F 0.976 E 59 Sycamore Avenue / SR-78 Westbound Ramps 0.754 C 0.781 C 0.750 C 0.771 C 0.757 C 0.770 C 0.768 C 0.799 C 173 DRAFT Table 12b Horizon Year 2030 ICU Deficient Intersections (ID.) Intersection Jurisdiction Horizon Year 2030 ICU Deficient Intersections (ID.) Intersection Jurisdiction With Cannon With Cannon 4-Lane Cannon (ID.) Intersection Jurisdiction Without Cannon 4-Lane 2-Lane Without Mar Vista (ID.) Intersection Jurisdiction Am Pm Am Pm Am Pm Am Pm 1. (4) Plaza Dr. / SR-78 EB Ramps Oceanside X 2. (5) College Blvd. / Plaza Dr, Oceanside X X X X X 3. (6) College Blvd. / Lake Dr, Oceanside X X 4, (7) College Blvd. / Tamarack (n) Carlsbad X 5. (8) College BWd. / Tamarack (s) Carlsbad X 6. (13) Cannon Rd. / Paseo Del Norte Cartsbad X X X X 7. (22) El Camino Real / SR-78 WB Ramps Oceanside X X X X 8. (23) El Camino Real / SR-78 EB Ramps Oceanside X X X X 9, (26) El Camino Real / Tamarack Ave. Carlsbad X X X X X X X X 10. (27) El Camino Real / College Blvd. Carlsbad X X X 11. (29) Palomar Airport Rd. / College Blvd. Carisbad X X X X 12. (31) El Camino Real / Faraday Ave. Carlsbad X X X X 13. (33) Palomar Airport Rd. / El Camino Real Carisbad X X X X 14, (35) Palomar Airport Rd. / El Fuerte St. Carisbad X X X X X X X X 15. (49) Melrose Drive / Cannon Road Carisbad X X 16, (50) Melrose Dr, / Buena Vista Dr. Vista X X X X X 17. (51) Melrose Dr. / Longhorn Dr. / Live Oak Vista X X X X 18. (53) Melrose Dr. / Shadowridge Dr. Vista X 19. (55) Melrose Dr. / Faraday Ave. Vista X X 20. (56) Melrose Dr. / Palomar Airport Rd. Carisbad X X X X X X 21. (57) PalomarAirport Rd. / Business Pk. Dr. Vista X X X X 22. (58) Sycamore Ave. / SR-78 EB Ramps Vista X X X X X X X X (ID.) Intersection Identification, see exhibit 6. (X) Peak hour is forecast to operate at deficient level of service. For these intersections, additional improvements have been identified that will maintain LOS D or better during peak periods. Needed improvements are graphically depicted in Exhibits (32A-D). It is recognized the nature of the improvements identified will have significant right-of-way implications and may ultimately be determined either infeasible and/or impractical. In some cases, it may be physically impossible to improve the intersection to the point to achieve LOS D or better. Understanding that the analysis herein does not examine the needed feasibility of the identified improvements, they should be considered tentative and subject to revision. 174 DRAFT Table 12c Horizon Year 2030 ICU Intersection Operational Analysis Deficient Intersections With Recommended Mitigation Intersections No Build With Cannon (4-lane) With Cannon (2-lane) 2030 (4-Lane) Without Mar Vista Intersections A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Intersections V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS V/C LOS 4 Plaza Drive / SR-78 EB Ramps 0.375 A 0.733 C 0.494 A 0.847 D 0.497 A 0.848 D 0.494 A 0.848 D 5 College Boulevard / Plaza Drive 0.777 C 0.870 D 0.832 D 0.853 D 0.828 D 0.846 D 0.844 D 0.869 D 6 College Boulevard / Lake Boulevard 0.838 D 0.849 D 0.875 D 0.832 D 0.889 D 0.841 D 0.880 D 0.834 D 7 College Boulevard / Tamarack (N) 0.808 D 0.690 B 0.880 D 0.632 B 0.888 D 0.643 B 0.883 D 0.639 B 8 College Boulevard / Tamarack (S) 0.854 D 0.702 C 0.871 D 0.742 C 0.881 D 0.742 C 0.874 D 0.751 C 13 Cannon Road J Paseo Del Norte 0.773 C 0.836 D 0.788 C 0.854 D 0.793 C 0.852 D 0.790 C 0.850 D 22 El Camino Real / SR-78 Westbound Ramps 0.648 B 0.763 C 0.656 B 0.767 C 0.646 B 0.769 C 0.665 B 0.773 C 23 El Camino Real / SR-78 Eastbound Ramps 0.690 B 0.867 D 0.680 B 0.868 D 0.678 B 0.870 D 0.700 B 0.896 D 26 El Camino Real / Tamarack Avenue 0.877 D 0.804 D 0.889 D 0.759 C 0.891 D 0.751 C 0.884 D 0.756 C 27 El Camino Real / College Boulevard 0.824 D 0.841 D 0.785 C 0.810 D 0.722 C 0.800 C 0.783 C 0.847 D 29 Palomar Airport Road / College Boulevard 0.673 B 0.822 D 0.694 B 0.815 D 0.684 B 0.816 D 0.695 B 0.816 D 31 El Camino Real / Faraday Avenue 0.881 D 0.851 D 0.847 D 0.816 D 0.852 D 0.816 D 0.868 D 0.826 D 33 Palomar Airport Road / El Camino Real 0.751 C 0.873 D 0.720 C 0.868 D 0.713 C 0.871 D 0.753 C 0.897 D 35 Palomar Airport Road / El Fuerte Sti-eet 0.899 D 0.842 D 0.826 D 0.811 D 0.868 D 0.816 D 0.882 D 0.855 D 49 Melrose Drive / Cannon Road 0.665 B 0.718 C 0.846 D 0.883 D 0.780 C 0.861 D 0.827 D 0.863 D i Melrose Drive / Buena Vista Drive 0.757 C 0.897 D 0.699 B 0.837 D 0.706 C 0.849 D 0.730 C 0.863 D i •elrose Drive / Longhom Drive/Live Oak Road 0.877 D 0.807 D 0.840 D 0.784 C 0.853 D 0.775 C 0.878 D 0.843 D 53 Melrose Drive / Shadowridge Drive 0.791 C 0.789 C 0.825 D 0.773 C 0.831 D 0.763 C 0.834 D 0.852 D 55 Melrose Drive / Faraday Avenue-Park Center 0.703 C 0.824 D 0.665 B 0.772 C 0.694 B 0.771 C 0.841 D 0.762 C 56 Melrose Drive / Palomar Airport Road 0.748 C 0.873 D 0.780 C 0.798 C 0.741 C 0.810 D 0.660 B 0.875 D 57 Palomar Airport Road / Business Park Drive 0.701 C 0.772 C 0.768 C 0.884 D 0.768 C 0.887 D 0.773 C 0.893 D 58 Sycamore Avenue / SR-78 Eastbound Ramps 0.808 D 0.893 D 0.802 D 0.894 D 0.801 D 0.895 D 0.845 D 0.898 D 175 Existing Geometry o 01 ® > o VIIVV Plaza Dr, r 1- Mii- ® IIIV Cannon Rd, lc r Paseo Del Norte ® CL > VIII SR-78 WB Ramps ll El Camino Real Year 2030 Volume ro OT rt CM rt ro rv rt ^231/637 ^49/10 ^65/131 i] Plaza Dr, 11 110/103^ 51/58— 10/8-> AM/PM College Blvd, 19/20 1944/1513 — 133/169^ AM/PM ® ^-^ ro CM ro ro CM CM ro 55 ro ro r- 1 V, ^ 131/42 ^519/1437 ^127/101 i] Cannon Rd, ll 355/69 ^ 1569/952 — 389/214-^ AM/PM Paseo Del Norte 205/517 144/68 — 98/238^ AM/PM ® V417/561 —1574/1820 ^437/818 —6/1 ^589/648 il SR-78 WB Ramps ll AM/PM El Camino Real 172/237^ 2190/2373-^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemi Modifications Existing geometries used for year 2030 analysis. > o VIIVV Plaza Dr, r 'Convert e/w left-turn to protected phasing. ^ ovlp 7 Mii- ® ' tn Cannon Rd. * Future roadway extensions require changes to the intersection configuration. Existing geometries used for year 2030 analysis. ® lc 0 Mii-Cannon Rd, ll r Paseo Del Norte r ® CL > VIII ^ r 3l SR-78 WB Ramps L El Camino Real REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 32A (page 1 Of 6) Existing Geometry Year 2030 Volume o IIIVV SR-78 EB Ramps i free iiir a. > o ® VIIV \c Mi-TamarackAve. l5 J 's Mii- CL o c E ro O iij ® VIIIV El Camino Real i free College Blvd, ro o o t- CM ro ^ CD ro ro ro ro I SR-78 EB Ramps 466/628--' 3/1 — 261/361-^ AM/PM ro t r ro rv. T- OT OT O r^ ro ro ro rt CM S ro SO 5 O OT ^ ro V V 1 V R ^24/51 —127/220 ^377/176 il TamarackAve, li 40/37-^ 132/180 — 386/147^ AM/PM El Camino Real 179/683-> 1504/1769— 85/477^ AM/PM @ ^-^ ro ro •<;t in rv. ^ ro ^i; ?3 r^ ro ro rr ro r- ^765/775 ^1321/1675 ^119/58 El Camino Real ll 24/39^ 1703/1171 — 835/245^ AM/PM ^ i r 5 CM rt rr 01 OT CM O §• !5 2° ^ =g ro rv CM D. o ro CM ro $ CM rt 1 2030 Assumed Lane Geometry Existing geometries used for year 2030 analysis. Recommended Improvem^^^ Modifications Mi-TamarackAve. J El Camino Real J -*• > Existing geometries used for year 2030 analysis. ® 3l SR-78 EB Ramps ll free -\ § > 1 o ro O [u @ ^liv ^ TamarackAve. ovlp 5j ro ^'^m^*' 01 o c E ro Q [jj @ -41 vv ^ ovlp M- M- r El Camino Real L > -*> free > CO 01 CD 01 o o REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 32A (paQB 2 Of 6) Existing Geometry o CD 01 O) 01 o O o 01 -c o B-< f PalomarAirport Rd,|0 ^ii(*^ Year 2030 Volume 2030 Assumed Lane Geometry ro rt ro ro Inti CM T- ro I V PalomarAirport Rd 948/410^ 1749/1166 — 67/243-^ AM/PM ^ 44/79 .^914/1838 ^61/260 •? CM rv 5 rv ro ro I o ro ^ = ro o CM ^ CM ro CM Existing geometries used for year 2030 analysis. Recommended Improve Modifications ^-If V PalomarAirport Rd, © X M- r 1 Faraday Ave. [( r 01 CL O c 'E ro O LU © ro •5-s: o £2 ro o t-ro rr T- T- ro i V^ ^242/603 — 509/268 ^62/65 i] Faraday Ave. [c 29/72 317/426^ 201/495^ AM/PM EI Camino Real 822/161^ 1865/1401 — 178/38^ AM/PM © Faraday Ave, r * Operational © V ' M- M- * r VIIIVV R Faraday Ave. \i J '^^iii- CL T OUjUJ El Ca * Operational XI ro o OL AL o Q. < ro E ro CL > o VIIIVVl PalomarAirport Rd, i ^iii(^(^ > O (33)00 ro ro ro CM 0 ^ ro ^ CN t* ro ro ro ro V 1 V ^ ^992/574 — 1360/700 ^477/892 >1 PalomarAirport Rd,l< 149/467-^ 1020/1807— 102/84->^ AM/PM El Camino Real 38/79 > 1542/924— 612/753 AM/PM Existing geometries used for year 2030 analysis. ® \c ^ free M- r PalomarAirport Rd.|c > ro '*\iii(*'(^ CL CL ° S c 0 E ro 0 LU REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December2C05 EXH IB IT 32A (pSgS 3 Of 6) Existing Geometry Year 2030 Volume HIVV PalomarAirport Rd X .M\ii- @ X r Buena Vista Dr.l^ > Melrose Dr. > -IIIV R X f Longhom/Live Oak (i J Melrose Dr, ^ r •<- rr O rt CM ro 55 ^ ro CM ro rv ro in o V \ V PalomarAirport Rd,l 581/86^ 1738/3012— 22/286-^ AM/PM ^415/46 —2853/2080 ^64/151 ^ t r ID in ro ro ro OT ro CM rv ^Q)ro^ CM ^-^ ro ro ro ^; ro rv o ro rt ro CM 'r- T- t V „ ^65/70 —86/60 ^324/296 n Buena Vista Dr. 180/442^ 62/51 — 81/369-^ AM/PM Melrose Dr. 172/207 J 1316/1569 — 144/152-^ AM/PM (5^) ^ ro rv rr ro r- ro CiroC! ro ^ rv T- rv. CM ^155/61 —124/52 ^67/13 ¥ Longhorn/Live Oakji 419/216^ 85/44— 141/110^ AM/PM Kt r ro rr rv ^ ro ro ° Ci!^ ro 2030 Assumed Lane Geometry Recommended Improvemei; Modifications Existing geometries used for year 2030 analysis. Existing geometries used for year 2030 analysis. @ HIVV M- Mr PalomarAirport Rd.L i > El Fuerte St. r ® -IIIV ^ ? 1 Buena Vista Dr.l^ > Q 01 in o oi © Existing geometries used for year 2030 analysis. © X \c f T Longhorn/Live Oak [c Mi- a T sirose •Convert left tum to protected phasing. REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 32A (paQS 4 Of 6) Existing Geometry Year 2030 Volume a. E ro 01 CD UJ ® llivv PalomarAirport Rd,li T Q 01 in o •53 @ <D <D i— M— VIVV ^ovlp M- r g| PalomarAirport Rd. i Business Park r ® llivv SR-78 EB Ramps 15 > , X ovlp Sycamore Ave, > rv ro ro o rv rr r~ V- ro 55 ro in ro CN CM ro rt ro PalomarAirport Rd, 723/385^ 1200/1397 — 191/252^ AM/PM ^335/270 —1697/1291 ^250/563 ^ t r rr ro T- t- T- ro CM ro CM ro ^ ro ro o ro ro ro rt ro OT o T- rv ^ ro ro ro S: ro ro ro CM T- -^t T- V I V PalomarAirport Rd. 1031/1423^ 887/1516— 14/48--^ AM/PM ^636/221 —1678/1073 ^4/17 t r S CM ,E rv- •t- (58) ^ \Cy ro ro t- ro ro 22 0 ro rv. OT i] SR-78 EB Ramps |c 394/487^ 2/0— 982/455^ AM/PM Sycamore Ave. 947/1661 — 673/948-^ AM/PM 2030 Assumed Lane Geometry Recommended Improvem^^fc Modifications * * * ** * VIIIVV PalomarAirport Rd, ^ Future roadway extensions require changes to the intersection configuration. (56) Q. > VIIIVV R VIIIVV PalomarAirport Rd.u Q. > 2 2 Existing geometries used for year 2030 analysis. © VIVV ^ovlp •*- ^ r PalomarAirport Rd, ll i Business Park J Existing geometries used for year 2030 analysis. ® llivv il SR-78 EB Ramps | > Sycamore Ave, > JN: 55-100185,001 December 2005 REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 EXHIBIT 32A (page 5 of 6) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem^^B Modifications Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements |o] p lo| Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. JN: 55-100185,001 December2005 REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 EXHIBIT 32A (page 6 of 6) Existing Geometry © > O VIIVV Plaza Dr, r T Mii- Year 2030 Volume © CM ro OT OT ro ro OT ro OT V I V Plaza Dr, 111/103-^ 50/57— 10/10^ AM/PM fr ^230/635 — 50/10 ^77/132 o ro OT CM CM ro " ro OT rv OT OT ro 2030 Assumed Lane Geometry Recommended Improvemi Modifications © Existing geometries used for year 2030 analysis. ft © > o VIIVV Plaza Dr. r ^ ovlp 7 Mii- "Convert eAv left turn to protected phasing O 01 ® IIIV Cannon Rd, ll r Paseo Del Norte > > o VIII SR-78 WB Ramps l8| ro f f ® ^-^ ro t- rt ro CM CM ro o ro ro CM ^ 130/43 -^524/1426 ;r 127/201 Cannon Rd, l< 356/70^ 1569/944— 389/214> AM/PM Paseo Del Norte 196/521^ 144/87— 98/238^ AM/PM © ^411/573 — 1629/1785 ^437/819 —6/1 ^593/662 SR-78 WB Ramps l< AM/PM El Camino Real 172/237^ 2122/2370— AM/PM © Cannon Rd, tk r * Future roadway extensions require changes to the intersection configuration. Existing geometries used for year 2030 analysis. ® VxfV , Mii^ Cannon Rd, l< r Paseo Del Norte r @ CL > VIII ^ ol SR-78 WB Ramps | ol 01 o c E ro O LU REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXH IB IT 32B (page 1 Of 6) Existing Geometry o Ol tl o e-< llivv SR-78 EB Ramps free "\ iiii*' > O @ VIIV Mi-TamarackAve. u J ovlp*-y rl ra DL O c E ro O LU ® nvv r:r: nvv r:r: PalomarAirport Rd,|c i > CD 03 O) 0) 0 0 Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvemi Modifications ro ro OT CN ro roSS ro ro ro rt T- in \ V SR-78 EB Ramps 398/631^ 3/1— 263/361--^ AM/PM t r o ro r- O OT T-ro T-OT ro OT rr CM o rt CM ro rt ro ro OT o ro t- TamarackAve. 40/37-^ 138/182 — 379/147^ ^24/51 — 130/218 I ^385/178 AM/PM t r T- CM CM o rv ro ro •| ro rv. 5" ro rv- rt o rv. ro ro ^ ^ ro (29) ro ro ^v>' o) ro rv- ro ro ro ?5 t; 1^ T- CM ro r- ro V j V[J ^44/79 -^913/1845 f 62/260 i] PalomarAirport Rd.ll 947/408^ 1816/1161 — 67/250^ AM/PM College Blvd, ^ 2301M4J 498/149— 231/136-^ AM/PM Existing geometries used for year 2030 analysis. ft llivv SR-78 EB Ramps free Q. > O @ >JfllV M>^ TamarackAve. U > ra M\i^ CL 0 c E ro 0 LU ® -IIIV ^ ^|V_ TamarackAve. J ovlp -y )\ CL 0 c E ro 0 LU Existing geometries used for year 2030 analysis. PalomarAirport Rd, Jt TD > -*• CD 01 D) 01 "5 0 REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 - EXHIBIT 32B (paQG 2 Of 6) Existing Geometry Year 2030 Volume < >. ra •a DL •c o a. < CO •D ro o 01 •c o Q. (5 E © Q -IIV Faraday Ave. b r El Camino Real r © CL > o V |||^»V VVillVV rd PalomarAirport Rd.|c -r )J Q: D. 2 > E ro O uj © -IIVV —: Mii-Palomar Airport Rd.t T El Fuerte St, r ® Srv ^ CM T- ro S:?j52 rv T- t-rv. ro ro T- 1- OT V 1 Vp ^256/610 — 548/265 ^ 70/65 3| Faraday Ave. L 29/72-^ 315/427 — 201/496^ AM/PM El Camino Real 889/162 1824/1385— 178/38-v^ AM/PM (33} ro CN ro ^—^ro CM t- 55 in 00 OT o ro t ro ro i V ^ ^1085/799 —1383/709 ^469/1005 n PalomarAirport Rd.|( 147/446^ 1099/1820-^ 102/84^ AM/PM El Camino Real*^ 39/79 1677/915— 691/766-^ AM/PM © ^-^o ro T-o rt rv CM ro ro in ^ ir5 rv CM rv V 1 V ^ Q ^282/47 —3015/2119 ^56/152 PalomarAirport Rd,l2 572/86-^ 1829/3043 — 22/277^ AM/PM El Fuerte St. 274/50 > 313/45— 132/117^ AM/PM 2030 Assumed Lane Geometry Recommended Improvei Modifications © Vf IIVV Faraday Ave, r * Operational © ftL VIIIVV Faraday Ave. T ro^-^m^ • Operational Existing geometries used for year 2030 analysis. ® >f IIVVV ^ ^ free fr PalomarAirport Rd.ll i > cn CL ° S c O E ro O UJ Existing geometries used for year 2030 analysis. © HIVV M- PalomarAirport Rd.l* > El Fuerte St, r REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 32B (page 3 Of 6) Existing Geometry -IIIV Buena Vista Dr. X Mii- Year 2030 Volume @ s ^-^ ro rt CM ro -t- ro Si 55^ CM ro o ro ro ro ^ 65/70 — 87/59 ^306/298 il Buena Vista Dr. IS 179/435-^ 62/51 — 83/377^ AM/PM Melrose Dr. 174/207^ 1364/1535— 144/152-^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemei Modifications Existing geometries used for year 2030 analysis. ft -IIIV Buena Vista i 4 T Mii- 03 © X r Longhorn/Live Oakk Melrose Dr. ^ > r ® -4IIV -f lc Faraday/Park Cntr, lc '^Mii- r a ffi o "ffi 2 vJ/ ro rv ro CO T- CO CM ^ CM ro,ro rv rv CM CM r- CM V 1 V ^153/61 —124/52 ^68/13 ol Longhorn/Live Oak 418/214^ 85/42-*- 143/110^ AM/PM Melrose Dr, 195/236 1192/1482 — 93/37^ AM/PM pSj ro rv ^—y rv ro rt t- CM o roJS CM ro ro V8/81 — 165/302 ^87/391 1 Faraday/Park Cntr |o 440/923 ^ 285/95 — 328/127 > AM/PM Melrose Dr, 337/108^ 1696/1175— 296/29^ AM/PM © Existing geometries used for year 2030 analysis. © Longhom/Live Oak X r Mi- "Convert left tum to protected phasing. > O VIIIVV J-, Capital Improvement Project Faraday/Park Cntr, 10 ® * CL > VVillVV R X Mr 51 Faraday/Park Cntr. V 3] Q ffi in g •ffi REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIB IT 32B (paQB 4 Of 6) Existing Geometry Year 2030 Volume ® llivv PalomarAirport Rd.u r Q ffi tn o I— ffi @ cu V IVV ^ovlp M- r 31 PalomarAirport Rd, ll i > Business Park T llivv SR-78 EB Ramps 1? J X ovlp Sycamore Ave, > (56) T- ro ro ^^-^ O rt T-ro ^ ro o ro ro rv ro ro rt rr ro i V , ^338/264 — 1609/1303 215/553 >1 PalomarAirport Rd.u 843/419^ 1190/1384— 187/262^ AM/PM Melrose Dr, 610/21^ 1537/610 — 465/253 ^ AM/PM /^"S CM @ § ro ro S: rv OT ro CM t- rt V639/77 —1690/1077 ^/17 PalomarAirport Rd. li 1026/1424^ 898/1510— 14/48^ AM/PM '^^ t r ^ rt ro rv » CM ro;^ S CM rv T- •i 1 - 1 68) S v_x ro ro T- ro rt ro rv OT T V i )] SR-78 EB Ramps |c 395/486^ 2/0 — 981/457^ AM/PM Sycamore Ave, 952/1680 673/950-^ AM/PM 2030 Assumed Lane Geometry ****** VIIIVV 1^ PalomarAirport Rd, * Future roadway extensions require changes to the intersection configuration. Recommended ImproveiTMB| Modifications ® 4_ > VIIIVV |c ^vv PalomarAirport Rd,ll i Q. ffi ^ o "ci Existing geometries used for year 2030 analysis. © OJ VIVV ^ovlp Mr Mr r PalomarAirport Rd, b i Business Park r Existing geometries used for year 2030 analysis. HIVV SR-78 EB Ramps 4 > 6 iiif*^ 01 CO REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 Deoember2005 EXH IB IT 32B (page 5 Of 6) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvemj Modifications ft Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements 1 Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. REQUIRED MITIGATION - ICU 2030 WITH (2 LANE) CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 32B (pBQe 6 Of 6) Existing Geometry © Paza Dr, r X M- r Year 2030 Volume © - ^—^ O CM CM ro rv ro CO ro ro rt ro y 1 V lc ^4/51 -^297/622 ^44/130 il Paza Dr, ll 493/693-^ 184/421 — 19/55> AM/PM EB Ramps 51/215-^ 10/55 — 21/102^ AM/PM 2030 Assumed Lane Geometry Recommended Improvem- Modifications © Existing geometries used for year 2030 analysis. ft © Mi-Paza Dr, lc > r in CL E ro 01 CD UJ o © > O Plaza Dr. r -^'IIVV ^ 8 Mii- © CD VIIVV Lake Blvd. ovlp (5) :=ro ^—' 0 ro CM ^ r; ro fv^ 0 ro 0 ro 1- CM OT V 1, V J ^235/673 —50/11 ^113/207 1 Plaza Dr, lc 110/104-^ 50/60— 10/6^ AM/PM College Blvd, 18/19> 1998/1661 — 157/204-^ AM/PM Co) ^ V 0 / rv ro ro rv T- OT SS CM Ci ro T- OT CM CM ro ro V CM V j V J ^532/367 —181/292 ^465/201 Lake Blvd, ll 361/570-^ 180/342— 62/189-^^ AM/PM College Blvd, 114/118-> 1518/1204— 354/350^ AM/PM © Existing geometries used for year 2030 analysis. © > O VIIVV Plaza Dr, r ^ ovlp 7 Miif*- o "Convert e/w left tum to protected phasing © Existing geometries used for year 2030 analysis. © CD CD VIIVV ^ ^ ovlp Lake Blvd, Ic ovlp •0 > DQ ffi O) _ffi •5 0 REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December 2005 EXH IB IT 32C (page 1 Of 8) Existing Geometry o © Tamarack (N) u College Blvd, r ® 1 Tamarack (S) ll College Blvd, r © |c IIIV Cannon Rd. r Paseo Del Norte Year 2030 Volume © ro o CM CM ro ^M ^ ro ro OT T V Tamarack (N) AM/PM 141/40 48/29 t r ro CM t- ro !;=?M SU CM ro CM ro OT © i OT t- ro ro ^ rv ^ ro o ro T-ro T- ro ^143/66 —35/10 ^220/63 i] Tamarack (S) li 145/52^ 19/3— 40/13-^ AM/PM College Blvd, 24/62 ^ 1697/1600 — 50/102-^ AM/PM © V. 33/639 — 33/109 ^ 17/203 ^ 109/41 -^459/1350 ^127/101 il Cannon Rd. L 376/71 1478/847 — 402/221 ^ AM/PM Paseo Del Norte ^ 2221540 J 146/87 — 96/238 ^ AM/PM 2030 Assumed Lane Geometry Recommended Improvem* Modifications © Existing geometries used for year 2030 analysis. ft © IIV Tamarack (N) © Existing geometries used for year 2030 analysis. ® I I M- Cannon Rd, tl z z •ffi Q r o ffi in ro 0. * Future roadway extensions require changes to the intersection configuration. © VIIV \ ] Tamarack (S) k College Blvd, © -IIIV Cannon Rd, ll Paseo Del Norte -> REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December 2005 EXHIBIT 32C (pBge 2 Of 8) Existing Geometry 01 DL a. > VIII SR-78 WB Ramps ro -*^'*^f f f CL o Year 2030 Volume ro ro rt OT O OT ro ro ro AM/PM SR-78 WB Ramps ^438/825 — 6/1 ^578/675 t o CO rr g CM ro E ^ CM ro O LU CM rv o T- ro CM 2030 Assumed Lane Geometry Recommended Improvemj Modifications Existing geometries used for year 2030 analysis. > o VIII SR-78 WB Ramps > t ffi DL IIIVV il SR-78 EB Ramps 1 i free Pro 1 iii^ o -9-"= > E O ro O LU © VIIV Mi-TamarackAve, li > ovlp*-y El Camino Real"^ -> r © So CM oSS ro rv ro ro il SR-78 EB Ramps ll 485/608 > 3/1 — 264/380-^ AM/PM El Camino Real'^ 1837/1907 — 509/1117 ^ AM/PM @ S lis T- OT t- ro V ^25/50 —134/231 ^361/189 il TamarackAve, ll 48/37 ^ 148/189 350/106-v^ AM/PM El Camino Real"" 165/622 1452/1731 — 76/462^ AM/PM Existing geometries used for year 2030 analysis. (23) IIIVV il SR-78 EB Ramps |c i free El Camino Real ->-Existing geometries used for year 2030 analysis. VIIV TamarackAve. ovlp*"^ 9 t^Mii- REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 32C (paQB 3 Of 8) Existing Geometry -IIVV 1 free El Camino Real lo r^Mi- Year 2030 Volume ro CM t-o ro ro SI in ro ro CM El Camino Real IE 8/40^ 1624/1234-* 528/263-^^ AM/PM ^743/721 -^1272/1381 ^34/60 ^ \ r OT ro ro ro ro ro 3: ^ SI ^ in CM CM ro CM ro 2030 Assumed Lane Geometry Recommended Improvemeg Modifications Existing geometries used for year 2030 analysis. -4IVV El Camino Real \. ovlp ovlp-^ •^iir o V-|V VIIIVV PalomarAirport Rd.lc \^iir TD > CD ffi CJ) ffi O O ©roOT CM ro ro rt ro ro ro ro o CM ^44/79 —920/1896 ^63/489 Jl Palomar Airport Rd,l! 886/407^ 1780/1168— 67/257-^ AM/PM College Blvd, 292/178^ 467/111 — 242/138-^ AM/PM Existing geometries used for year 2030 analysis. ® VIIIVV PalomarAirport Rd.li •d > CD ffi CJ) ffi "o O © -IIV Faraday Avenue ]c r AM/PM ffi 01 o c E 2 ro CL UJ < © rr ro 5 ^ s: ro o ro (D CO r- T- T- cn V I V Faraday Avenue 28/60-^ 334/489 — 205/460^ AM/PM ^ 290/635 •^612/288 ^ 66/64 ^ f r ro ro rr ro o ro siji^ ro ^ rv ro ro ro rv. © * vfiivv r Faraday Ave, ll r * Operational ffi CL o c 'E ro O LU © * VIIIVV R M- Mr r il Faraday Ave. lc T •> * Operational El Camino Real ^ T REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 32C (page 4 Of 8) Existing Geometry 01 •e o a. 01 Q. > O V|||V»- Palomar Airport Rd, It ^iii(*^t^ CL > O @ Mii-PalomarAirport Rd.u i r ^Miii- to 01 -c ffi LL LU @ 4- r Buena Vista Dr. \i X > D ffi (A 2 •ffi 5 Year 2030 Volume ro ro OT r^ rt ro o rv rv. OT i^ ro r- ro I V ^ PalomarAirport Rd, 148/433^ 1034/1868— 103/92^ AM/PM ^1098/869 —1457/955 ^91/811 ^ t r o o rv-OT ro ro roSSt^ ro ro r- rv ro ro ro ooro T-rv.ro CM CO ^ ro r> o r^ CM V I V PalomarAirport Rd.l 562/85^ 1747/3134— 48/284->^ AM/PM ^258/47 —3124/2223 ^56/157 ^ t CO T- ID ro ro T- ^ CM SI OT ro ro CM ro ro (50) g ^—' ro ro CM ro t- ro JilroSi ro T- o rt ro ro CM V ^ 65/70 —87/59 ^417/362 i] Buena Vista Dr. l^ 174/408^ 62/51 — 86/402^ \M/PM K t r . ro rt CM D t- ro ro ffi CM ro T- § ro s: ^ I i^^^ 1 ^ rr < 2030 Assumed Lane Geometry Recommended Improvei Modifications Existing geometries used for year 2030 analysis. ft. Existing geometries used for year 2030 analysis. Existing geometries used for year 2030 analysis. © ^ free M- } PalomarAirport Rd.l] > ° ^ c O E ro O iH © -4IVV -IfllW — loc PalomarAirport Rd, > r Miii^ to ffi tl 01 ZD LL LU ® -IIIV 1 T Buena Vista Dr, 11, > ffi tn s ffi REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185,001 December2005 EXHIBIT 32C (page 5 Of 8) Existing Geometry -41 IVV Shadowridge Dr, T M- r Mii- Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem Modifications ro ro ro r~ ro V- OT 22 SoS: ro CM ro CM ro r- T- T- CO Shadowridge Dr. 44/60^ 244/129— 218/84^ ^290/313 —286/178 I ^273/135 AM/PM ^ t CM ro ro r- CD CD CM rt 5; O SI OT o ro OT rt Existing geometries used for year 2030 analysis. ft © Hlivv M- r Shadowridge Dr.ll J Q ffi in o "ffi © Q. > O HIIV M- Faraday/Park Cntr, ll J r a 01 in o "ai 5 © X r )i Longhorn/Live Oak |c J Ci ffi in o "ci ^-^ ro T- CM ro ?=5S CM ro ro CM ro rv T- T- ro V 1 V J ^8/76 — 168/286 ^ 901365 Faraday/Park Cntr, ll 531/1056-^ 288/107 — 287/140 > AM/PM Melrose Dr. 350/107 > 1827/1291-^ 268/40-^ AM/PM © ^208/295 — 1963/1922 ^226/227 114/58 —124/14 ^70/14 -onghorn/Live Oak lc 412/207^ 85/42 — 149/115^ AM/PM ^ Melrose Dr. ^ 203/242-^ 1034/1628 — 93/37 AM/PM * Q. > O VIIIVV Faraday/Park Cntr, I *Capital Improvement Project © o VVillVV r HIVV Faraday/Park Cntr. [c > Q ffi in g •ffi © Existing geometries used for year 2030 analysis. © o o Longhom/Live Oak \o X r Mi- •Convert left turn to protected phasing. REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 JN: 55-100185.001 December2005 EXH IB IT 32C (paQB 6 Of 8) Existing Geometry 01 tl o CD. 0) CD V IVV PalomarAirport Rd, lo >1 SR-78 EB Ramps lc , X ovlp -y Sycamore Ave, > © IIIVV cd PalomarAirport Rd,ll r a ffi in g •ffi 2 Year 2030 Volume ro CM T- o T- O ro 3: ro ro ro CM PalomarAirport Rd, 988/1427^ 904/1542— 14/48-^ AM/PM ^703/227 —1665/1134 ^4/17 :^ f r ^ CD « CM CO S CM rv V-,g rv T- @ ro ro ro CM ?M£2 ro ro rv OT SR-78 EB Ramps Ic 399/484-^ 2/0— 988/466 AM/PM Sycamore Ave, 946/1669 — 682/946 AM/PM (hR) ^ OT ro ro ^-^ rt ro o 00 ^ CO ro in rv- ro CM ro ro V 1 V ^ ^347/234 — 1589/1366 ^245/247 PalomarAirport Rd.l^ 843/491-^ 1200/1397-^ 157/247 > AM/PM r ^ t r ro ro ro ^ 1- rv ro Q CM ro CM SJ ^ 35 ^ o OT ro ro s ^ ro ro rt 1 ^ ^ < 2030 Assumed Lane Geometry Existing geometries used for year 2030 analysis. Recommended Improvenr^^fci Modifications © 03 CD VIVV ^ovlp Mr M- M~ PalomarAirport Rd, ll i T Business Park ^ J Existing geometries used for year 2030 analysis. ® IIIVV |. ?1 SR-78 EB Ramps K > Sycamore Ave, ^ -> > ****** VIIIVV PalomarAirport Rd. ** * a ffi CO o * Future roadway extensions require changes to the intersection configuration. © PalomarAirport Rd,li i c^ ffi o o •ffi JN: 55-100185,001 December 2005 REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 EXHIBIT 32C (page 7 of 8) Existing Geometry Year 2030 Volume 2030 Assumed Lane Geometry Recommended Improvem- Modifications ^^^^^^^ Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements lol |o| Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *> Future Roadway Ext. JN: 55-100185,001 December 2005 REQUIRED MITIGATION - ICU 2030 WITHOUT CANNON CANNON REACH 4 EXHIBIT 32C (page 8 of 8) Existing Geometry 01 © _9. > o VIIV*. 1 o o Plaza Dr, |OJ J r r Mii- ® lc ^111 Cannon Rd, lc r Paseo Del Norte @ CL > VIII r SR-78 WB Ramps L El Camino Real J Year 2030 Volume ID T- CJ) ro r^ r- T- OT V 1 v^ Q ^241/636 — 47/10 ^65/132 Plaza Dr, Ic 110/103^ 51/57— 11/9-^ AM/PM College Blvd, 20/20 J 1948/1518-^ 120/171 AM/PM ® OT OT rt CM OT T- ro T- CM CO 55 ro ro i V J ^ 131/43 ^516/1434 ^127/101 i] Cannon Rd. l< 354/71 1578/942— 388/213^ AM/PM fffi^ t r •g rv rv OT z T- ro ro ffi iS^e^ Q ro rr OT s O O •<- OT 9; S CM 5 ro < CL © ^417/576 —1560/1804 ^437/823 --6/1 ^597/661 ol SR-78 WB Ramps 1 AM/PM IOC El Camino Real 173/237-^ 2237/2389 — AM/PM 2030 Assumed Lane Geometry © Existing geometries used for year 2030 analysis. Recommended Improvema^^ Modifications ® a. > o ^ ovlp VIIVV If Plaza Dr. r Mii- "Convert e/w left-turn to protected phasing. © M- ^ Cannon Rd. !£ > r Paseo Del Norte T Existing geometries used for year 2030 analysis. © 0 Mii-Cannon Rd. • |( J r Paseo Del Norte ® CL > VIII ^ r 3l SR-78 WB Ramps L 3l g If OL o c E ro O iH REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA JN: 55-100185,001 December2005 EXHIBIT 32D (page 1 of 6) Existing Geometry iiivv free -\ SR-78 EB Ramps |0 iiir a. > Year 2030 Volume © — 1557/2004 ^481/632 SR-78 EB Ramps |( 488/645-^ 3/1 — 262/361 ^ AM/PM El Camino Real 1922/1914 — 486/1110-^ AM/PM 2030 Assumed Lane Geometry Recommended Improvem Modifications Existing geometries used for year 2030 analysis. IIIVV SR-78 EB Ramps i free ii^(^ a. > o o ® VIIV Mi-TamarackAve. 1^ J El Camino Real r @ M- Mr M- -IIVV El Camino Real L > CO free ^ illege o O) ® 5 si? O OT O ro T- rt i V ^ ^24/51 — 129/218 ^376/178 n TamarackAve. 40/37^ 141/181 — 378/147^ AM/PM El Camino Real 178/678^ 1524/1768 — 85/467^ AM/PM ro ro rr ro rv ^ ro SI CM rv ro ro T-ro rv El Camino Real 1 24/39 > 1703/1171 — 835/245^ AM/PM ^765/775 —1321/1675 ^119/58 \^ \ r o CM rt rt OT CM O in ro T-ro CM ro CM ro CM ® >4liv ^ M^ TamarackAve. > ovlp El Camino Real ® -IIIV TamarackAve, l^ > ovlp cn o c 'E ro O UJ Existing geometries used for year 2030 analysis. -^IVV ^ ovlp M- free EI Camino Real 10 REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA JN: 55-100185,001 December2005 EXH IB IT 32D (page 2 Of 6) Existing Geometry Year 2030 Volume V-|V PalomarAirport Rd,|o i © Mi-Faraday Ave. |c T '^oMiii- 01 CL o c E ra O LU © > O VIIIV*- 1 1 M- PalomarAirport Rd,lc r ll CC Q. ? > ,E O E ro O UJ CM OT rv ro ro 00 CM li: O T- CM rt in V I V PalomarAirport Rd 951/409-^ 1752/1176— 68/242^ AM/PM ^44/79 ^20/1845 /-e 1/260 ^ t r rr rv ro rv ro ro D) o CM rr M ro o CM ° CM ro CM © ro •5- rt s: o 52 ro o t- OT •'t rr r- T- CO ^242/603 — 509/268 ^62/65 il Faraday Ave. |c 29/72 y 317/426 — 201/495^ AM/PM El Camino Real 822/161^ 1865/1401 — 178/38^ AM/PM o ro ro OT ro CM rt J- ^ OT CM r^ 00 T- ro ro ro ro ro V I V ^968/604 — 1380/709 ^482/887 PalomarAirport Rd 148/471 ^ 1022/1813 — 102/84^ AM/PM ^ t r OT r^ ro ro rv. ro CM ro OT rv o in ro r-ro ro 2030 Assumed Lane Geometry Recommended Improvemj Modifications Existing geometries used for year 2030 analysis. © * V|iivv n Faraday Ave. L r •> * Operational ffi CL O c 'E ro O LU Existing geometries used for year 2030 analysis. ® v-ifv VIIIVV .. .1?;? PalomarAirport Rd,l< TD > CD 01 O) 01 "5 O © VIIIVV M- M- r ol Faraday Ave, J T * Operational 81 CL O c 'E ro O LU © ^ free M- t r ='alomar Airport Rd,|§ \ ^iiit^i-ffi ^ L 9r ° ^ c O E ro J JJ REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA JN: 55-100185,001 December2005 EXHIBIT 32D (paQS 3 Of 6) Existing Geometry HIVV PalomarAirport Rd X M-M- r ^ii- ® VIIIVV VIIVV Cannon Rd, ^ > Q ffi in g •ffi @ -IIIV [J X r ol Buena Vista Dr. V X > Q ffi in g "ci Year 2030 Volume CM rr o rr CM ro o rv o ro CO O V \ V PalomarAirport Rd, 581/86> 1746/3016-*- 22/416^ AM/PM ^424/48 —2853/2115 /'63/152 o o o ^ t ro r CO ro ro ^ ro ro rr ro CM rv (49) S ro ro T-ro f^; ro ro roSS OT T- CM ro t- ro ^4/7 — 3/4 ^6/6 645/708 "-^ 4/4 — 609/582 > AM/PM ^ t r rt CM OT ^ in r^ ro ri SI 5 oro Q. rt rv g o < v^Q/ro in CM ro ro CilnSI ro ro o ro ro ro CM t- t- ^65/70 —86/60 ^324/296 n Buena Vista Dr, 180/435^ 62/51 — 82/375 > AM/PM Melrose Dr. 190/215 1368/1615 — 144/152^ AM/PM 2030 Assumed Lane Geometry Recommended Improvemej Modifications Existing geometries used for year 2030 analysis. -IIVV 1 ^ o PalomarAirport Rd, Miii- Existing geometries used for year 2030 analysis. ® VIIIVV \_ ovlp M- M- r Cannon IC > ovlp -y Q ffi in g "ai Existing geometries used for year 2030 analysis. © T 51 Buena Vista Dr. i Mii- Q ffi in g "ci REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT 32D (page 4 of 6) JN: 55-100185,001 December2005 Existing Geometry ® X -IIIV i,'^ o o Longhorn/Live Oak \0 Mi- ® 4_ |c PalomarAirport Rd.li Q ffi g "oi Q © CD CD 4= VIVV ^ovlp M- Mr PalomarAirport Rd. b i > Business Park Year 2030 Volume ro CM rv rv OT T-ro ro r~ CM ro CM ro CM Longhorn/Live Oak 417/208-^ 87/46 142/109 > AM/PM ^167/65 — 126/52 ^67/14 ^ t r , rv 1- rv Q ro rv ro ffi CM >n^ § CM s:; OT ^ CJ) T- " T- O ^ CM © ^ 700///8 — 435/1459 162/108 ^244/68 —1690/1320 ^641553 51 PalomarAirport Rd.li 722/378^ 1204/1413 — 190/252--^ AM/PM Melrose Dr. ^ 556/215-^ 1609/610 — 484/251 ^ AM/PM (g)i ^ —^ T- OT 55i$5S ro S: r^ ro ro CM T- rr r- VIV ^ 646/221 — 1679/1090 ^4/17 PalomarAirport Rd. l! 1030/1422^ 893/1541-* 14/48> AM/PM Business Park ^ 72/24^ 17/36— 11/7^ AM/PM 2030 Assumed Lane Geometry Recommended Improve Modifications © Existing geometries used for year 2030 analysis. ****** VIIIVV L'f PalomarAirport Rd, ^* ***** * Future roadway extensions require changes to the intersection configuration. (56) Q. > VIIIVV [c VIIIVV PalomarAirport Rd.b '^^Mii{r CL ffi o in g "ci Existing geometries used for year 2030 analysis. © CD CD VIVV R ^ovlp Mr Mr r 31 PalomarAirport Rd, li Business Park r REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT 32D (page 5 of 6) JN: 55-100185,001 December 2005 Existing Geometry Year 2030 Volume IIIVV SR-78 EB Ramps | , X ovip -y iiif*- (58) gro V ' rv ro T- ro o5S OT ro r-- OT ————^ ? )l SR-78 EB Ramps Ic 394/488 > 2/0— 983/457-v^ AM/PM Sycamore Ave. 959/1713 — 751/954 AM/PM 2030 Assumed Lane Geometry Recommended Improvem Modifications Existing geometries used for year 2030 analysis. IIIVV SR-78 EB Ramps > iiii*- Legend Geometry Mitigation Existing Geometry xx/xx AM/PM Peak Hour Turning Movements lol p lo| Signalized Intersection ovlp Right-turn Overlap free Free Right-turn Stop Sign *-f Future Roadway Ext REQUIRED MITIGATION - ICU 2030 WITH(4 LANE) CANNON REACH 4 WITHOUT MAR VISTA EXHIBIT 32D (page 6 of 6) JN: 55-100185,001 December 2005 DRAFT Roadway Segment Analysis Table 13 summarizes the results of the Horizon Year 2030 roadway segment analysis based on average daily traffic (ADT) volumes and County of San Diego roadway classifications. As shown in Table 13, the following roadway segments are forecast to operate at unacceptable LOS: Roadway: Segment Scenario College Boulevard* El Camino Real Melrose Drive Palomar Airport Road Faraday Avenue Lake Boulevard Carlsbad Village Drive Sycamore Avenue Plaza Drive to El Camino Real College Boulevard to Faraday Sycamore Avenue to Faraday Faraday to Palomar Airport Road El Fuerte Street to Melrose College Boulevard to El Camino El Camino to Melrose Drive East of College Thunder to Sky Haven Glasgow to College Boulevard East of Melrose Drive With, Without Cannon, With, Without Cannon, With, Without Cannon, Without Cannon With, Without Cannon, Without Cannon With, Without Cannon, With, Without Cannon, With Cannon 2-Lane & With, Without Cannon, With. Without Cannon. & w/o Mar Vista & w/o Mar Vista & w/o Mar Vista & w/o Mar Vista & w/o Mar Vista & w/o Mar Vista w/o Cannon & w/o Mar Vista & w/o Mar Vista * College Boulevard from Carisbad Village Drive to Gannon Road forecast at LOS C with Cannon Reach 4 as 2 or 4 lane. College Boulevard from Cannon Road to El Camino Real is forecast to operate at LOS D without Cannon Reach 4. Table 14 summarizes the peak hour roadway segment analysis based on City of Carlsbad per lane capacity threshold of 1,800 vehicles per hour per lane. As shown in Table 14, all roadway segments are forecast to operate at acceptable levels of service with or without Cannon Reach 4, with the exception of Sycamore Avenue, which is forecast to operate at LOS F east of Melrose Drive as a two-lane collector (directional capacity of 1,800 vehicles per lane). 202 DRAFT Table 13 Horizon Year 2030 Roadway Segment Analysis - ADT Roadway Segment Classification (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity @ LOS E ADT V/C LOS ADT V/C LOS ADT V/C LOS ADT V/C LOS College Boulevard North of Vista Way Major (6) 50,000 39,800 0.796 C 37,800 0.756 C 37,800 0.756 C 38,400 0.768 C EB Ramp to Plaza Major (6) 50,000 39,800 0.796 c 37,800 0.756 C 37,800 0.756 C 38,400 0.768 C Plaza Drive to Lake Boulevard-Marron Road Major (6) 50,000 65,500 1.310 F 60,400 1.208 F 60,900 1.218 F 60,600 1.212 F Lake Drive to Tamarack (N) Major (4) 40,000 53,200 1.330 F 46,100 1.153 F 46,400 1.160 F 46,100 1.152 F Tamarack (N) to Tamarack (S) Major (4) 40,000 54,100 1.353 F 46,900 1.173 F 47,300 1.183 F 47,000 1.175 F Tamarack (S) to Carisbad Village Drive Major (4) 40,000 49,200 1.230 F 42,100 1.053 F 42,500 1.063 F 42,200 1.050 F Carisbad yillage_Drive to Cannon Road _ _ Major (4) 40,000 36,100 0.903 E 30,900 0.773 C 31,000 0.775 C 30,700 0.767 C Cannon Road to El Camino Real Major (4) 40,000 34,900 0.873 D 42,300 1.058 F 40,700 1.018 ,F 42,000 1.050 F El Camino Real to Faraday Major (4) 40,000 21,100 0.528 A 26,200 0.655 B 25,600 0.640 B 26,000 0.650 B El Camino Real Crestview Drive to Cannon Road Prime (6) 60,000 45,900 0.765 C 48,200 0.803 D 47,900 0.798 C 48,100 0.801 D Cannon Road to College Boulevard Prime (6) 60,000 41,600 0.693 B 41,700 0.695 C 40,900 0.682 B 41,900 0.698 B College Boulevard to Faraday Avenue Prime (6) 60,000 56,100 0.935 E 57,800 0.963 E 56,400 0.940 E 58,300 0.971 E Faraday Avenue to Palomar Airport Road Prime (6) 60,000 50,100 0.835 D 51,600 0.860 D 50,200 0.837 D 51,800 0.863 D Melrose Drive Melrose Way to Escondido Avenue Prime (6) 60,000 35,900 0.598 A 41,100 0.685 B 40,500 0.675 B 41,400 0.690 B Escondido Avenue to Sunset Drive (Vista) Prime (6) 60,000 39,700 0,662 B 48,000 0.800 C 46,800 0.780 C 50,300 0.838 D Sunset Drive to Cannon Road (Oceanside) Prime (6) 60,000 37,000 0,617 B 45,700 0.762 C 44,300 0.738 C 48,700 0.811 D Cannon Road to Buena Vista Prime (6) 60,000 42,600 0.710 C 39,000 0.650 B 40,000 0.667 B 41,200 0.686 B Buena Vista to Longhorn Prime (6) 60,000 45,800 0.763 C 40,000 0.667 B 41,400 0.690 B 41,800 0.696 B Longhorn to Shadowridge Prime (6) 60,000 40,400 0.673 B 33,900 0.565 A 35,500 0,592 A 35,600 0.593 A Shadowridge Drive to Sycamore Avenue (Vista) Prime (6) 60,000 42,300 0,705 C 33,600 0.560 A 35,400 0.590 A 33,500 0.558 A Sycamore Avenue to Faraday Avenue-Park Center (V) Prime (6) 60,000 77,300 1.288 F 68,000 1.133 F 70,000 1.167 F 68,400 1.140 F Faraday Avenue to Palomar Airport Road Prime (6) 60,000 56,600 0.943 E 51,000 0.850 D 53,100 0.885 D 51,000 0.850 D South of Palomar Airport Road Prime (6) 60,000 42,800 0.713 C 41,400 0.690 B 41,300 0.688 B 41,300 0.688 B Cannon Road Faraday Avenue tb El Camino Real Major (4) 40,000 18,600 0.465 A 22,900 0.573 A 22,200 0.555 A 22,400 0.560 A El Camino Real to College Boulevard Major (4) 40,000 9,500 0.238 A 19,400 0.485 A 17,200 0.430 A 18,300 0.457 A Mysteria Drive to Shadowridge Drive Major (4) 40,000 3,800 0.095 A 27,100 0.678 B ~ --25,200 0.63 B 203 DRAFT Table 13 Horizon Year 2030 Roadway Segment Analysis - ADT Classification Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista (4-lane) Roadway Segment (# Lanes) Capacity @ LOS E ADT V/C LOS ADT V/C LOS ADT V/C LOS ADT V/C LOS Major (2) 30,000 -----~ 23,000 0.575 D ~ -- Shadowridge Drive to Lake Boulevard (Oceanside) Major (4) 40,000 11,200 0.280 A 31,200 0.780 C 27,700 0.693 B 28,800 0.720 C Lake Boulevard to Melrose Drive Major (4) 40,000 15,900 0.398 B 33,300 0.833 D 30,100 0.753 C 30,400 0.760 C Palomar Airport Road El Fuerte Street to Melrose Drive Prime (6) 60,000 70,100 1.168 F 67,500 1.125 F 69,100 1.152 F 67,900 1.131 F Melrose Drive to eastern City-limit Prime (6) 60,000 46,100 0.768 C 45,900 0.765 C 46,000 0.767 C 46,200 0.770 C Faraday Avenue Camino Hills To College Boulevard Sec. Art. (4) 30,000 16,100 0.537 C 15,700 0.523 C 15,800 0.527 C 15,800 0.527 c College Boulevard to El Camino Real Sec. Art. (4) 30,000 25,100 0.837 E 23,000 0.767 D 23,200 0.773 D 23,200 0.773 D El Camino Real to El Fuerte Street Sec. Art, (4) 30,000 33,900 1.130 F 29,600 0.987 E 29,700 0.990 E 29,900 0.996 E El Fuerte Street to Melrose Drive Sec. Art. (4) 30,000 40,100 1.337 F 35,000 1.167 F 35,800 1.193 F 35,400 1.180 F Melrose Drive to Business Park Sec. Art. (4) 30,000 13,400 0.447 B 13,500 0.450 B 13,500 0.450 B 13,500 0.450 B Lake Boulevard East of College Boulevard Collector (4) 30,000 33,000 1.100 E 32,800 1.093 F 32,800 1.093 F 32,800 1.093 F College Boulevard to Thunder Drive Collector (4) 30,000 24,200 0.807 D 21,600 0.720 D 21,800 0.727 D 21,500 0.716 D Thunder Drive to Sky Haven Lane Collector (2) 15,000 16,100 1.073 F 13,300 0.887 D 13,700 0.913 E 13,400 0.893 B Sky Haven Lane to Emerald Drive Collector (4) 30,000 11,600 0.387 A 8,700 0.290 A 9,000 0.300 A 8,600 0.286 A Emerald Drive to Cannon Road Collector (4) 30,000 16,300 0.543 A 13,100 0.437 B 13,500 0.450 B 13,100 0.436 B Shadowridge Drive Cannon Road to Longhorn Collector (2) 15,000 6,000 0.400 A 5,400 0.360 A 5,200 0.347 A 5,700 0.380 B Longhorne to Melrose Drive Collector (2) 15,000 6,600 0.440 A 5,500 0,367 A 5,400 0.360 A 6,000 0.400 B Plaza Drive College Boulevard to SR-78 Westbound Ramps Collector (4) 30,000 24,400 0.813 D 23,000 0.767 D 22,700 0.757 D 22,700 0.757 D SR-78 Westbound Ramps to Thunder Drive Collector (4) 30,000 15,800 0.527 C 14,700 0.490 C 14,800 0.493 C 14,800 0.493 c Carisbad Village Drive Glasgow to College Boulevard Collector (2) 15,000 17,700 1.180 F 16,900 1.127 F 17,000 1.133 F 17,000 1.133 F Thunder Drive Hacienda Road to Lake Drive Collector (2) 15,000 8,900 0.593 C 8,100 0.540 C 8,100 0.540 C 8,100 0.540 c Sky Haven 204 DRAFT Table 13 Horizon Year 2030 Roadway Segment Analysis - ADT Roadway Segment Classification (# Lanes) Capacity @ LOSE No Build With Cannon (4-lane) With Cannon (2-lane) Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity @ LOSE ADT V/C LOS ADT V/C LOS ADT V/C LOS ADT V/C LOS Emerald Drive - Sunset Drive to Lake Boulevard Collector (2) 15,000 2,000 0.133 A 2,100 0.140 A 2,100 0.140 A 2,200 0.146 A Emerald Drive Emerald Drive - Sunset Drive to Lake Boulevard Collector (2) 15,000 7,800 0.520 A 6,600 0.440 A 6,800 0.453 A 6,900 0.460 B Sycamore Avenue East of Melrose Drive Major (4) 40,000 50,900 1.273 F 50,200 1.255 F 50,400 1.260 F 50,800 1.270 F Buena Vista East of Melrose Drive Collector (2) 15,000 6,900 0.460 B 5,800 0.387 B 6,100 0.407 B 5,200 0.346 B Mar Vista Drive Melrose Drive to Buena Vista Drive (Future-Vista) Collector (2) 15,000 5,700 0.380 B 8,900 0.593 C 8,400 0.560 C 500 0,033 A Buena Vista Drive to Thibedo (Future-Vista) Collector (2) 15,000 10,100 0.673 C 13,200 0.880 D 12,600 0.840 D 3,600 0.240 A Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) Collector (2) 15,000 7,100 0.473 C 10,100 0.673 D 9,500 0.633 C 12,300 0.820 D Sunset Drive East of Melrose Drive Collector (2) 15,000 8,900 0.593 C 9,300 0.620 A 1,800 0,613 C 1,500 0,100 A West of Melrose Drive Collector (2) 15,000 1,700 0.113 A 1,800 0.120 A 9,200 0.120 A 9,100 0.606 C 205 Table 14a DRAFT Roadway Segment Classification (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS College Boulevard North of Vista Way NB (3) 5,400 1,104 0.20 A 1,143 0.21 A 1,149 0.21 A 1,109 0.21 A North of Vista Way SB (3) 5,400 1,554 0.29 A 1,380 0.26 A 1,374 0.25 A 1,384 0.26 A EB Ramp to Plaza NB (4) 7,200 2,343 0.33 A 2,285 0.32 A 2,312 0.32 A 2,299 0.32 A EB Ramp to Plaza SB (5) 9,000 3,159 0.35 A 2,826 0.31 A 2,836 0.32 A 2,817 0.31 A Plaza Drive to Lake Boulevard-Marron Road NB (2) 3,600 2,343 0.65 B 2,266 0.63 B 2,298 0.64 B 2,274 0.63 B Plaza Drive to Lake Boulevard-Marron Road SB (2) 3,600 1,773 0.49 A 1,378 0.38 A 1,406 0.39 A 1,393 0.39 A Lake Drive to Tamarack (N) NB (2) 3,600 2,126 0.59 A 1,964 0.55 A 1,993 0.55 A 1,974 0.55 A Lake Drive to Tamarack (N) SB (2) 3,600 1,835 0.51 A 1,421 0.39 A 1,425 0.40 A 1,421 0.39 A Tamarack (N) to Tamarack (S) NB (2) 3,600 1,985 0.55 A 1,823 0.51 A 1,852 0.51 A 1,835 0.51 A Tamarack (N) to Tamarack (S) SB (2) 3,600 1,642 0.46 A 1,228 0.34 A 1,232 0.34 A 1,226 0.34 A Tamarack (S) to Carisbad Village Drive NB (2) 3,600 637 0.18 A 779 0.22 A 768 0.21 A 797 0.22 A Tamarack (S) to Carisbad Village Drive SB (2) 3,600 2,127 0.59 A 2,350 0.65 B 2,291 0.64 B 2,355 0.65 B Carisbad Village Drive to Cannon Road NB (1) 1,800 1,274 0.71 C 1,144 0.64 B 1,163 0.65 B 1,148 0.64 B Carisbad Village Drive to Cannon Road SB (1) 1,800 1,414 0.79 C 1,054 0.59 A 1,048 0.58 A 1,051 0.58 A Cannon Road to El Camino Real NB (2) 3,600 1,514 0.42 A 1,609 0.45 A 1,538 0.43 A 1,626 0.45 A Cannon Road to El Camino Real SB (2) 3,600 2,160 0.60 B 2,431 0.68 B 2,245 0.62 B 2,431 0.68 B El Camino Real to Faraday NB (2) 3,600 637 0.18 A 779 0.22 A 768 0.21 A 774 0.22 A El Camino Real to Faraday SB (2) 3,600 1,295 0.36 A 1,518 0.42 A 1,459 0.41 A 1,532 0.43 A Faraday to Palomar Oaks Way NB (2) 3,600 1,162 0.32 A 1,277 0.35 A 1,268 0.35 A 1,280 0.36 A Faraday to Palomar Oaks Way SB (2) 3,600 840 0.23 A 959 0.27 A 919 0.26 A 966 0.27 A El Camino Real Crestview Drive to Cannon Road NB (2) 3,600 1,635 0.45 A 1,730 0.48 A 1,738 0.48 A 1,747 0.49 A Crestview Drive to Cannon Road SB (2) 3,600 2,238 0.62 B 2,314 0.64 B 2,317 0.64 B 2,293 0.64 B Cannon Road to College Boulevard NB (2) 3,600 1,514 0.42 A 1,609 0.45 A 1,538 0.43 A 1,626 0.45 A Cannon Road to College Boulevard SB (2) 3,600 2,160 0.60 B 2,431 0.68 B 2,245 0.62 B 2,431 0.68 B College Boulevard to Faraday Avenue NB (2) 3,600 2,072 0.58 A 2,136 0.59 A 2,110 0.59 A 2,158 0.60 A College Boulevard to Faraday Avenue SB (2) 3,600 2,379 0.66 B 2,426 0.67 B 2,340 0.65 B 2,414 0.67 B Faraday Avenue to Palomar Airport Road NB (2) 3,600 2,766 0.77 C 2,865 0.80 C 2,811 0.78 C 2,843 0.79 C Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,571 0.44 A 1,663 0.46 A 1,583 0.44 A 1,645 0.46 A 206 Table 14a (cont.) DRAFT Roadway Segment Classification (# Lanes) Capacity @ LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity @ LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Melrose Drive Melrose Way to Escondido Avenue NB (2) 3,600 1,018 0.28 A 1,194 0.33 A 1,166 0.32 A 1,200 0.33 A Melrose Way to Escondido Avenue SB (2) 3,600 1,225 0.34 A 1,560 0.43 A 1,440 0.40 A 1,535 0.43 A Escondido Avenue to Sunset Drive (Vista) NB (2) 3,600 1,105 0.31 A 1,275 0.35 A 1,249 0.35 A 1,312 0.36 A Escondido Avenue to Sunset Drive (Vista) SB (2) 3,600 1,277 0.35 A 1,527 0.42 A 1,488 0.41 A 1,548 0.43 A Sunset Drive to Cannon Road (Oceanside) NB (2) 3,600 1,538 0.43 A 1,703 0.47 A 1,659 0.46 A 1,725 0.48 A Sunset Drive to Cannon Road (Oceanside) SB (2) 3,600 1,459 0.41 A 1,900 0.53 A 1,803 0.50 A 1,905 0.53 A Cannon Road to Buena Vista NB (2) 3,600 1,679 0.47 A 1,561 0.43 A 1,608 0.45 A 1,613 0.45 A Cannon Road to Buena Vista SB (2) 3,600 1,992 0.55 A 1,871 0.52 A 1,931 0.54 A 1,983 0.55 A Buena Vista to Longhorn NB (2) 3,600 1,859 0.52 A 1,715 0.48 A 1,764 0.49 A 1,785 0.50 A Buena Vista to Longhorn SB (2) 3,600 2,397 0.67 B 2,156 0.60 A 2,203 0.61 B 2,183 0.61 B Longhorn to Shadowridge NB (2) 3,600 1,480 0.41 A 1,305 0.36 A 1,360 0.38 A 1,366 0.38 A Longhorn to Shadowridge SB (2) 3,600 2,269 0.63 B 2,008 0.56 A 2,058 0.57 A 2,032 0.56 A Shadowridge Drive to Sycamore Avenue (Vista) NB (2) 3,600 1,236 0.34 A 1,015 0.28 A 1,074 0.30 A 1,011 0.28 A Shadowridge Drive to Sycamore Avenue (Vista) SB (2) 3,600 2,456 0.68 B 2,116 0.59 A 2,154 0.60 A 2,080 0.58 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) NB (2) 3,600 2,366 0.66 B 2,095 0.58 A 2,145 0.60 A 2,101 0.58 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) SB (2) 3,600 2,965 0.82 D 2,567 0.71 C 2,684 0.75 C 2,600 0.72 C Faraday Avenue to Palomar Airport Road NB (2) 3,600 3,051 0.85 D 2,939 0.82 D 2,960 0.82 D 2,946 0.82 D Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,077 0.30 A 1,073 0.30 A 1,115 0.31 A 1,081 0.30 A South of Palomar Airport Road NB (2) 3,600 2,682 0.74 C 2,639 0.73 C 2,612 0.73 C 2,648 0.74 C South of Palomar Airport Road SB (2) 3,600 691 0.19 A 695 0.19 A 710 0.20 A 689 0.19 A Cannon Road Faraday Avenue to El Camino Real EB (2) 3,600 465 0.13 A 614 0.17 A 611 0.17 A 622 0.17 A Faraday Avenue to El Camino Real WB (2) 3,600 526 0.15 A 675 0.19 A 670 0.19 A 678 0.19 A El Camino Real to College Boulevard EB (2) 3,600 181 0.05 A 623 0.17 A 518 0.14 A 609 0.17 A El Camino Real to College Boulevard WB (2) 3,600 392 0.11 A 976 0.27 A 772 0.21 A 969 0.27 A Reach 4 EB (2) 3,600 129 0.04 A 775 0.22 A ~ -~ Reach 4 (1) 1,800 ~ ~ ~ - • ~ ~ 649 0.36 A 732 0.20 A Mysteria Drive to Shadowridge Drive (Oceanside) WB (2) 3,600 127 0.04 A 822 0.23 A ~ ~ Mysteria Drive to Shadowridge Drive (Oceanside) (1) 1,800 ~ ~ ~ ~ ~ ~ 686 0.38 A 781 0.22 A Shadowridge Drive to Lake Boulevard (Oceanside) EB (2) 3,600 244 0.07 A 885 0,25 A 773 0.21 A 825 0.23 A Shadowridge Drive to Lake Boulevard (Oceanside) WB (2) 3,600 133 0.04 A 819 0.23 A 699 0.19 A 761 0.21 A Lake Boulevard to Melrose Drive EB (2) 3,600 913 0.25 A 1,315 0.37 A 1,237 0.34 A 1,258 0.35 A Lake Boulevard to Melrose Drive WB (2) 3,600 542 0.15 A 1,223 0.34 A 1,077 0.30 A 1,106 0.31 A 207 DRAFT Table 14a (cont.) Roadway Segment Classification (# Lanes) Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Palomar Airport Road El Fuerte Street to Melrose Drive EB (3) 5,400 2,200 0.41 A 2,114 0.39 A 2,220 0.41 A 2,116 0.39 A El Fuerte Street to Melrose Drive WB (3) 5,400 2,662 0.49 A 2,441 0.45 A 2,541 0.47 A 2,459 0.46 A Melrose Drive to eastern City-limit EB (3) 5,400 1,819 0.34 A 1,845 0.34 A 1,847 0.34 A 1,850 0.34 A Melrose Drive to eastern City-limit WB (3) 5,400 2,914 0.54 A 2,611 0.48 A 2,773 0.57 A 2,625 0.73 C Faraday Avenue Camino Hills To College Boulevard EB (2) 3,600 347 0.10 A 342 0.09 A 343 0.10 A 342 0.09 A Camino Hills To College Boulevard WB (2) 3,600 940 0.26 A 934 0.26 A 933 0.26 A 937 0.26 A College Boulevard to El Camino Real EB (2) 3,600 567 0.16 A 547 0.15 A 545 0.15 A 540 0.15 A College Boulevard to El Camino Real WB (2) 3,600 1,332 0.37 A 1,324 0.37 A 1,301 0.36 A 1,289 0.36 A El Fuerte Street to Melrose Drive EB (2) 3,600 129 0.04 A 775 0.22 A 649 0.18 A 732 0.20 A El Fuerte Street to Melrose Drive WB (2) 3,600 127 0.04 A 822 0.23 A 686 0.19 A 781 0.22 A Melrose Drive to Business Park EB (2) 3,600 933 0.26 A 957 0.27 A 959 0.27 A 954 0.27 A Melrose Drive to Business Park WB (2) 3,600 1,105 0:31 A 1,017 0.28 A 1,054 0.29 A 1,015 0.28 A Lake Boulevard East of College Boulevard EB (1) 1,800 603 0.33 A 590 0.33 A 593 0.33 A 593 0.33 A East of College Boulevard WB (1) 1,800 616 0.34 A 580 0.32 A 592 0.33 A 591 0.33 A College Boulevard to Thunder Drive EB (2) 3,600 657 0.18 A 520 0.14 A 545 0.15 A 533 0.15 A College Boulevard to Thunder Drive WB (1) 1,800 533 0.30 A 477 0.27 A 481 0.27 A 485 0.27 A Thunder Drive to Sky Haven Lane EB (1) 1,800 440 0.24 A 335 0.19 A 354 0.20 A 341 0.19 A Thunder Drive to Sky Haven Lane WB (2) 3,600 599 0.17 A 501 0.14 A 519 0.14 A 506 0.14 A Sky Haven Lane to Emerald Drive EB (2) 3,600 402 0.11 A 302 0.08 A 323 0.09 A 308 0.09 A Sky Haven Lane to Emerald Drive WB (2) 3,600 433 0.12 A 316 0.09 A 339 0.09 A 324 0.09 A Emerald Drive to Cannon Road NB (1) 1,800 610 0.34 A 548 0.30 A 563 0.31 A 556 0.31 A Emerald Drive to Cannon Road SB (2) 3,600 496 0.14 A 414 0.11 A 436 0.12 A 340 0.09 A Shadowridge Drive Cannon to Longhorn EB (1) 1,800 542 0.30 A 481 0.27 A 475 0.26 A 484 0.27 A Cannon to Longhorn WB (1) 1,800 432 0.24 A 364 0.20 A 361 0.20 A 369 0.21 A Longhorn to Melrose EB (1) 1,800 364 0.20 A 298 0.17 A 295 0.16 A 302 0.17 A Longhorn to Melrose WB (1) 1,800 542 0.30 A 481 0.27 A 475 0.26 A 484 0.27 A 208 DRAFT Horizon Year 2030 Table 14a (cont.) Roadway Segment Classification (# Lanes) Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Plaza Drive College Boulevard to SR-78 Westbound Ramps EB (3) 5,400 695 0.13 A 685 0.13 A 685 0.13 A 678 0.13 A College Boulevard to SR-78 Westbound Ramps WB (2) 3,600 278 0.08 A 273 0.08 A 274 0.08 A 273 0.08 A SR-78 Westbound Ramps to Thunder Drive EB (2) 3,600 465 0.13 A 614 0.17 A 611 0.17 A 622 0.17 A SR-78 Westbound Ramps to Thunder Drive WB (2) 3,600 526 0.15 A 675 0.19 A 670 0.19 A 678 0.19 A Carlsbad Village Drive Glasgow Drive to College Boulevard EB (1) 1,800 347 0.19 A 342 0.19 A 343 0.19 A 357 0.20 A Glasgow Drive to College Boulevard WB (1) 1,800 639 0.35 A 652 0.36 A 650 0.36 A 659 0.37 A Thunder Drive Hacienda Drive to Lake Boulevard NB (1) 1,800 399 0.22 A 360 0.20 A 366 0.20 A 364 0.20 A Hacienda Drive to Lake Boulevard SB (1) 1,800 239 0.13 A 272 0.15 A 260 0.14 A 273 0.15 A Sky Haven Sunset Drive to Lake Boulevard NB (1) 1,800 88 0.05 A 82 0.05 A 80 0.04 A 81 0.05 A Sunset Drive to Lake Boulevard SB (1) 1,800 198 0.11 A 202 0.11 A 201 0.11 A 200 0.11 A Emerald Drive Sunset Drive to Lake Boulevard NB (1) 1,800 158 0.09 A 123 0.07 A 127 0.07 A 128 0.07 A Sunset Drive to Lake Boulevard SB (1) 1,800 170 0.09 A 118 0.07 A 123 0.07 A 121 0.07 A Sycamore Avenue East of Melrose Drive EB (1) 1,800 2,072 1.15 F 2,055 1.14 F 2,043 1.14 F 2,071 1.15 F East of Melrose Drive WB (1) 1,800 183 0.10 A 183 0.10 A 183 0.10 A 182 0.10 A Buena Vista East of Melrose Drive EB (1) 1,800 336 0.19 A 336 0.19 A 336 0.19 A 336 0.19 A East of Melrose Drive WB (1) 1,800 322 0.18 A 322 0.18 A 323 0.18 A 323 0.18 A Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) EB (1) 1,800 138 0.08 A 138 0.08 A 138 0.08 A 132 0.07 A Melrose Drive to Sunset Drive (Future-Vista) WB (1) 1,800 229 0.13 A 226 0.13 A 226 0.13 A 226 0.13 A Sunset Drive West of Melrose Drive EB (1) 1,800 229 0.13 A 226 0.13 A 226 0.13 A 226 0.13 A West of Melrose Drive WB (1) 1,800 186 0.10 A 181 0.10 A 181 0.10 A 157 0.09 A East of Melrose Drive EB (1) 1,800 138 0.08 A 138 0.08 A 138 0.08 A 132 0.07 A East of Melrose Drive WB (1) 1,800 229 0.13 A 226 0.13 A 226 0.13 A 226 0.13 A 209 Table 14b DRAFT Roadway Segment Classification (# Lanes) Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS College Boulevard North of Vista Way NB (3) 5,400 1,380 0.26 A 1,313 0.24 A 1,312 0.24 A 1,320 0.24 A North of Vista Way SB (3) 5,400 1,358 0.25 A 1,267 0.23 A 1,264 0.23 A 1,418 0.26 A EB Ramp to Plaza NB (4) 7,200 2,437 0.34 A 2,264 0.31 A 2,253 0.31 A 2,257 0.31 A EB Ramp to Plaza SB (5) 9,000 2,811 0.31 A 2,716 0.30 A 2,778 0.31 A 2,721 0.30 A Plaza Drive to Lake Boulevard-Marron Road NB (2) 3,600 1,975 0.55 A 1,806 0.50 A 1,793 0.50 A 1,799 0.50 A Plaza Drive to Lake Boulevard-Marron Road SB (2) 3,600 2,619 0.73 C 2,525 0.70 C 2,545 0.71 C 2,512 0.70 B Lake Drive to Tamarack (N) NB (2) 3,600 1,758 0.49 A 1,305 0.36 A 1,314 0.36 A 1,323 0.37 A Lake Drive to Tamarack (N) SB (2) 3,600 2,261 0.63 B 2,073 0.58 A 2,031 0.56 A 2,060 0.57 A Tamarack (N) to Tamarack (S) NB (2) 3,600 1,718 0.48 A 1,265 0.35 A 1,274 0.35 A 1,282 0.36 A Tamarack (N) to Tamarack (S) SB (2) 3,600 2,205 0.61 B 2,017 0.56 A 1,975 0.55 A 2,006 0.56 A Tamarack (S) to Carisbad Village Drive NB (2) 3,600 2,034 0.57 A 2,121 0.59 A 2,134 0.59 A 2,139 0.59 A Tamarack (S) to Carisbad Village Drive SB (2) 3,600 673 0.19 A 763 0.21 A 770 0.21 A 798 0.22 A Carisbad Village Drive to Cannon Road NB (1) 1,800 1,430 0.79 C 1,106 0.61 B 1,077 0.60 A 1,079 0.60 A Carisbad Village Drive to Cannon Road SB (1) 1,800 1,296 0.72 C 1,180 0.66 B 1,150 0.64 B 1,161 0.64 B Cannon Road to El Camino Real NB (2) 3,600 1,879 0.52 A 1,826 0.51 A 1,822 0.51 A 1,831 0.51 A Cannon Road to El Camino Real SB (2) 3,600 1,537 0.43 A 1,430 0.40 A 1,455 0.40 A 1,457 0.40 A El Camino Real to Faraday NB (2) 3,600 1,285 0.36 A 1,371 0.38 A 1,384 0.38 A 1,393 0.39 A El Camino Real to Faraday SB (2) 3,600 712 0.20 A 802 0.22 A 809 0.22 A 809 0.22 A Faraday to Palomar Oaks Way NB (2) 3,600 1,050 0.29 A 1,105 0.31 A 1,116 0.31 A 1,118 0.31 A Faraday to Palomar Oaks Way SB (2) 3,600 1,162 0.32 A 1,213 0.34 A 1,213 0.34 A 1,212 0.34 A El Camino Real Crestview Drive to Cannon Road NB (2) 3,600 1,684 0.47 A 1,796 0.50 A 1,834 0.51 A 1,810 0.50 A Crestview Drive to Cannon Road SB (2) 3,600 1,603 0.45 A 1,659 0.46 A 1,696 0.47 A 1,677 0.47 A Cannon Road to College Boulevard NB (2) 3,600 1,879 0.52 A 1,826 0.51 A 1,822 0.51 A 1,831 0.51 A Cannon Road to College Boulevard SB (2) 3,600 1,537 0.43 A 1,430 0.40 A 1,455 0.40 A 1,457 0.40 A College Boulevard to Faraday Avenue NB (2) 3,600 2,101 0.58 A 2,067 0.57 A 2,076 0.58 A 2,108 0.59 A College Boulevard to Faraday Avenue SB (2) 3,600 2,096 0.58 A 1,992 0.55 A 2,008 0.56 A 2,016 0.56 A Faraday Avenue to Palomar Airport Road NB (2) 3,600 1,606 0.45 A 1,585 0.44 A 1,600 0.44 A 1,637 0.45 A Faraday Avenue to Palomar Airport Road SB (2) 3,600 2,165 0.60 B 2,175 0.60 B 2,184 0.61 B 2,179 0.61 B 210 Table 14b (cont.) DRAFT Roadway Segment Classification (# Lanes) Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification (# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Melrose Drive Melrose Way to Escondido Avenue NB (2) 3,600 1,391 0.39 A 1,686 0.47 A 1,749 0.49 A 1,677 0.47 A Melrose Way to Escondido Avenue SB (2) 3,600 1,438 0.40 A 1,516 0.42 A 1,538 0.43 A 1,543 0.43 A Escondido Avenue to Sunset Drive (Vista) NB (2) 3,600 1,471 0.41 A 1,765 0.49 A 1,776 0.49 A 1,775 0.49 A Escondido Avenue to Sunset Drive (Vista) SB (2) 3,600 1,633 0.45 A 1,698 0.47 A . 1,711 0.48 A 1,739 0.48 A Sunset Drive to Cannon Road (Oceanside) NB (2) 3,600 1,733 0.48 A 1,913 0.53 A 1,976 0.55 A 2,037 0.57 A Sunset Drive to Cannon Road (Oceanside) SB (2) 3,600 1,604 0.45 A 1,849 0.51 A 1,873 0.52 A 1,886 0.52 A Cannon Road to Buena Vista NB (2) 3,600 2,141 0.59 A 2,040 0.57 A 2,081 0.58 A 2,120 0.59 A Cannon Road to Buena Vista SB (2) 3,600 1,986 0.55 A 1,918 0.53 A 1,879 0.52 A 1,979 0.55 A Buena Vista to Longhorn NB (2) 3,600 1,893 0.53 A 1,757 0.49 A 1,791 0.50 A 1,844 0.51 A Buena Vista to Longhorn SB (2) 3,600 2,443 0.68 B 2,278 0.63 B 2,230 0.62 B 2,276 0.63 B Longhorn to Shadowridge NB (2) 3,600 1,839 0.51 A 1,687 0.47 A 1,719 0.48 A 1,777 0.49 A Longhorn to Shadowridge SB (2) 3,600 2,125 0.59 A 1,955 0.54 A 1,908 0.53 A 1,924 0.53 A Shadowridge Drive to Sycamore Avenue (Vista) NB (2) 3,600 2,192 0.61 B 1,921 0.53 A 1,922 0.53 A 1,872 0.52 A Shadowridge Drive to Sycamore Avenue (Vista) SB (2) 3,600 1,704 0.47 A 1,504 0.42 A 1,453 0.40 A 1,446 0.40 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) NB (2) 3,600 2,423 0.67 B 2,178 0.61 B 2,168 0.60 B 2,157 0.60 A Sycamore Avenue to Faraday Avenue-Park Center (Vista) SB (2) 3,600 2,419 0.67 B 2,210 0.61 B 2,170 0.60 B 2,161 0.60 B Faraday Avenue to Palomar Airport Road NB (2) 3,600 2,427 0.67 B 2,317 0.64 B 2,278 0.63 B 2,313 0.64 B Faraday Avenue to Palomar Airport Road SB (2) 3,600 1,898 0.53 A 1,830 0.51 A 1,815 0.50 A 1,818 0.51 A South of Palomar Airport Road NB (2) 3,600 1,143 0.32 A 1,075 0.30 A 1,079 0.30 A 1,075 0.30 A South of Palomar Airport Road SB (2) 3,600 2,370 0.66 B 2,283 0.63 B 2,273 0.63 B 2,265 0.63 B Cannon Road Faraday Avenue to El Camino Real EB (2) 3,600 825 0.23 A 1,020 0.28 A 1,037 0.29 A 1,019 0.28 A Faraday Avenue to El Camino Real WB (2) 3,600 846 0.23 A 1,072 0.30 A 1,083 0.30 A 1,064 0.30 A El Camino Real to College Boulevard EB (2) 3,600 406 0.11 A 787 0.22 A 819 0.23 A 781 0.22 A El Camino Real to College Boulevard WB (2) 3,600 316 0.09 A 682 0.19 A 755 0.21 A 713 0.20 A Reach 4 EB (2) 3,600 150 0.04 A 886 0.25 A , — — 1,019 0.28 A Reach 4 (1) 1,800 -~ ~ ~ ~ ~ 974 0.54 B 1,064 0.30 A Mysteria Drive to Shadowridge Drive (Oceanside) WB (2) 3,600 170 0.05 A 825 0.23 A ~ — — 781 0.22 A Mysteria Drive to Shadowridge Drive (Oceanside) (1) 1,800 ~ ~ ~ ~ ~ ~ 901 0.50 A 713 0.20 A Shadowridge Drive to Lake Boulevard (Oceanside) EB (2) 3,600 95 0.03 A 806 0.22 A 874 0.24 A 805 0.22 A Shadowridge Drive to Lake Boulevard (Oceanside) WB (2) 3,600 191 0.05 A 893 0.25 A 959 0.27 A 890 0.25 A Lake Boulevard to Melrose Drive EB (2) 3,600 871 0.24 A 1,313 0.36 A 1,339 0.37 A 1,294 0.36 A Lake Boulevard to Melrose Drive WB (2) 3,600 868 0.24 A 1,369 0.38 A 1,438 0.40 A 1,374 0.38 A 211 Table 14b (cont.) DRAFT Roadway Segment Classification {# Lanes) Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment Classification {# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Palomar Airport Road El Fuerte Street to Melrose Drive EB (3) 5,400 2,135 0.40 A 2,065 0.38 A 2,034 0.38 A 2,043 0.38 A El Fuerte Street to Melrose Drive WB (3) 5,400 2,457 0.46 A 2,398 0.44 A 2,034 0.38 A 2,056 0.38 A Melrose Drive to eastern City-limit EB (3) 5,400 1,756 0.33 A 1,746 0.32 A 1,755 0.32 A 1,772 0.33 A Melrose Drive to eastern City-limit WB (3) 5,400 2,736 0.51 A 2,605 0.48 A 2,556 0.47 A 2,570 0.71 C Faraday Avenue Camino Hills To College Boulevard EB (2) 3,600 855 0.24 A 860 0.24 A 857 0.24 A 858 0.24 A Camino Hills To College Boulevard WB (2) 3,600 699 0.19 A 697 0.19 A 699 0.19 A 698 0.19 A College Boulevard to El Camino Real EB (2) 3,600 1,010 0.28 A 995 0.28 A 993 0.28 A 998 0.28 A College Boulevard to El Camino Real WB (2) 3,600 696 0.19 A 630 0.17 A 630 0.17 A 637 0.18 A El Fuerte Street to Melrose Drive EB (2) 3,600 150 0.04 A 886 0.25 A 974 0.27 A 905 0.25 A El Fuerte Street to Melrose Drive WB (2) 3,600 170 0.05 A 825 0.23 A 901 0.25 A 837 0.23 A Melrose Drive to Business Park EB (2) 3,600 208 0.06 A 187 0.05 A 185 0.05 A 186 0.05 A Melrose Drive to Business Park WB (2) 3,600 1,302 0.36 A 1,145 0.32 A 1,151 0.32 A 1,166 0.32 A Lake Boulevard East of College Boulevard EB (1) 1,800 1,102 0.61 B 1,108 0.62 B 1,106 0.61 B 1,108 0.62 B East of College Boulevard WB (1) 1,800 1,137 0.63 B 1,084 0.60 B 1,077 0.60 A 1,089 0.61 B College Boulevard to Thunder Drive EB (2) 3,600 1,130 0.31 A 1,004 0.28 A 1,054 0.29 A 980 0.27 A College Boulevard to Thunder Drive WB (1) 1,800 1,143 0.64 B 1,106 0.61 B 1,159 0.64 B 1,076 0.60 A Thunder Drive to Sky Haven Lane EB (1) 1,800 873 0.49 A 696 0.39 A 664 0.37 A 671 0.37 A Thunder Drive to Sky Haven Lane WB (2) 3,600 832 0.23 A 674 0.19 A 644 0.18 A 655 0.18 A Sky Haven Lane to Emerald Drive EB (2) 3,600 733 0.20 A 556 0.15 A 525 0.15 A 532 0.15 A Sky Haven Lane to Emerald Drive WB (2) 3,600 748 0.21 A 576 0.16 A 546 0.15 A 556 0.15 A Emerald Drive to Cannon Road NB (1) 1,800 543 0.30 A 532 0.30 A 528 0.29 A 552 0.31 A Emerald Drive to Cannon Road SB (2) 3,600 834 0.23 A 761 0.21 A 731 0.20 A 629 0.17 A Shadowridge Drive Cannon to Longhorn EB (1) 1,800 186 0.10 A 215 0.12 A 227 0.13 A 221 0.12 A Cannon to Longhorn WB (1) 1,800 181 0.10 A 185 0.10 A 197 0.11 A 196 0.11 A Longhorn to Melrose EB (1) 1,800 131 0.07 A 137 0.08 A 146 0.08 A 144 0.08 A Longhorn to Melrose WB (1) 1,800 186 0.10 A 215 0.12 A 227 0.13 A 221 0.12 A 212 DRAFT Table 14b (cont.) Classification Capacity © LOS E No Build With Cannon (4-lane) With Cannon (2-lane) 2030 Without Mar Vista (4-lane) Roadway Segment (# Lanes) Capacity © LOS E Volume V/C LOS Volume V/C LOS Volume V/C LOS Volume V/C LOS Plaza Drive College Boulevard to SR-78 Westbound Ramps EB (3) 5,400 1,169 0.22 A 1,055 0.20 A 1,062 0.20 A 1,074 0.20 A WB (2) 3,600 697 0.19 A 627 0.17 A 634 0.18 A 645 0.18 A SR-78 Westbound Ramps to Thunder Drive EB (2) 3,600 825 0.23 A 1,020 0.28 A 1,037 0.29 A 1,019 0.28 A WB (2) 3,600 846 0.23 A 1,072 0.30 A 1,083 0.30 A 1,064 0.30 A Carlsbad Village Drive Glasgow Drive to College Boulevard EB (1) 1,800 665 0.37 A 670 0.37 A 667 0.37 A 669 0.37 A WB (1) 1,800 360 0.20 A 382 0.21 A 383 0.21 A 398 0.22 A Thunder Drive Hacienda Drive to Lake Boulevard NB (1) 1,800 438 0.24 A 333 0.18 A 334 0.19 A 338 0.19 A SB (1) 1,800 653 0.36 A 563 0.31 A 483 0.27 A 563 0.31 A Sky Haven Sunset Drive to Lake Boulevard NB (1) 1,800 155 0.09 A 151 0.08 A 150 0.08 A 151 0.08 A SB (1) 1,800 134 0.07 A 150 0.08 A 151 0.08 A 156 0.09 A Emerald Drive Sunset Drive to Lake Boulevard NB (1) 1,800 181 0.10 A 146 0.08 A 151 0.08 A 148 0.08 A SB (1) 1,800 334 0.19 A 304 0.17 A 303 0.17 A 326 0.18 A Sycamore Avenue East of Melrose Drive EB (1) 1,800 1,401 0.78 C 1,433 0.80 C 1,425 0.79 C 1,450 0.81 D WB (1) 1,800 352 0.20 A 352 0.20 A 352 0.20 A 353 0.20 A Buena Vista East of Melrose Drive EB (1) 1,800 365 0.20 A 365 0.20 A 365 0.20 A 365 0.20 A WB (1) 1,800 861 0.48 A 863 0.48 A 862 0.48 A 861 0.48 A Escondido Avenue Melrose Drive to Sunset Drive (Future-Vista) EB (1) 1,800 264 0.15 A 264 0.15 A 264 0.15 A 289 0.16 A WB (1) 1,800 198 0.11 A 196 0.11 A 196 0.11 A 198 0.11 A Sunset Drive West of Melrose Drive EB (1) 1,800 198 0.11 A 196 0.11 A 196 0.11 A 198 0.11 A WB (1) 1,800 298 0.17 A 284 0.16 A 283 0.16 A 290 0.16 A East of Melrose Drive EB (1) 1,800 264 0.15 A 264 0.15 A 264 0.15 A 289 0.16 A WB (1) 1,800 198 0.11 A 196 0.11 A 196 0.11 A 198 0.11 A 213 DRAFT TRAVEL TIME ANALYSIS The SANDAG North County Model generates a number of performance measures as model output along with the forecast traffic volumes that have been used in the traffic study. One of these measures is total daily regional "vehicle hours of travel" (VHT). When comparing this measure for the Cannon Road Reach 4 project alternatives, a lower value of VHT signifies less travel time within the region and represents less overall delay in the highway system. A comparison of VHT for the project alternatives is provided in Table 15. The comparative results show that implementation of the Cannon Road Reach 4 project as a 2- lane roadway would save 4,049 hours of travel time daily while implementation of a 4-lane roadway would save 6,031 hours of daily travel time. On a regional basis, these travel time savings represent a very small reduction of 1.11% for the 2-lane Cannon Reach 4 project and 0.17% for the 4-lane Cannon Reach 4 project. Table 15 Scenario* VHT Change In Travel Time (Hrs.) % Change No Build Cannon Reach 4 3,577,921 2-Lane Cannon Reach 4 3,573,872 -4,049 -0.11% 4-Lane Cannon Reach 4 3,571,890 -6031 -0.17% *AII Scenarios Assume /War Vista Extension and Rancho Del Oro Interchange. CALCULATION OF CUMULATIVE INTERSECTION DELAY Peak hour vehicle delay at intersections is another performance measure that was evaluated in the Cannon Reach 4 traffic study. Average vehicle delay time reported in the HCM analyses was multiplied times the number of vehicles using the intersection during each the morning and evening peak-hour periods to calculate total intersection delay time. The vehicle delay time, which is typically reported in seconds, has been converted to vehicle hours of delay and reported in Table 16. Intersection delay values have been reported for the unmitigated condition at each intersection in order to maintain consistency in the comparison. Total intersection delay during the morning and evening periods is shown for both the 2020 and 2030 forecast conditions. Delay time is shown for the "No-Build" condition and then for the two project alternatives. Study area delay time is also broken down into values for intersections within the City of Carlsbad and for intersections outside the City of Carlsbad. 214 DRAFT The overall comparison in intersection delay shows that Cannon Reach 4 as a 2-lane facility would provide the greatest, although nominal, reduction in peak period intersection delay. The 2-lane alternative provides a 3.5% reduction in delay in 2020 and a 4.9% reduction in delay in 2030. In comparison, the 4-lane alternative provides a 2.6% reduction in delay in 2020 and a 3.7% reduction in delay in 2030. In both alternatives, the reduction in delay is greater for intersections located in jurisdictions outside of Carlsbad. In fact, the evaluation shows that intersection delay within Carlsbad is greater during the PM peak hour with both of the project alternatives than in the "No- Build" alternative. This is primarily due the amount of traffic that is being drawn into the City of Carlsbad to use the Cannon Road corridor. The reduction in traffic (and delay) at intersections outside Carlsbad is somewhat offset by the increase in traffic (and delay) at intersections within the City of Carlsbad. 215 DRAFT Table 16 Cumulative Study Intersection Delay Vehicle-Hours of Delay During AM & PM Peak Hours study Intersections 2020 2030 study Intersections No Build Cannon Reach 4 2-lane Cannon Reach 4 4-lane Cannon Reach 4 No Build Cannon Reach 4 2-lane Cannon Reach 4 4-lane Cannon Reach 4 4-lane Cannon Reach 4 W/0 Mar Vista Total All Intersections AM 1,137.65 1,070.00 1,080.15 1,190.01 1,123.58 1,104.19 1,135.78 Total All Intersections PM 1,275.39 1,258.65 1,270.18 1,402.16 1,341.46 1,391.49 1,391.49 Total All Intersections 2,413.03 2,328.65 2,350.33 2,592.18 2,465.04 2,495.68 2,527.27 Carisbad Intersections AM 607.03 584.11 591.70 667.38 649.31 636.39 638.20 Carisbad Intersections PM 667.02 671.76 670.67 754.40 760.75 765.69 765.69 Total Carlsbad Intersections 1,274.04 1,255.87 1,262.37 1,421.78 1,410.06 1,402.09 1,403.89 Other Study Area Intersections AM 530.62 485.89 488.44 522.63 474.27 467.80 497.57 Other Study Area Intersections PM 608.37 586.89 599.52 647.76 580.71 625.80 625.80 Total other Study Area Intersections 1,138.99 1,072.78 1,087.96 1,170.40 1,054.98 1,093.60 1,123.37 Delay Comparison (Vehicle-Hours) Relative to No Build Cannon Reach 4 Scenario Study Area / Sub-Area 2020 2030 Study Area / Sub-Area No Build Cannon Reach 4 2-lane Cannon Reach 4 4-lane Cannon Reach 4 No Build Cannon Reach 4 2-lane Cannon Reach 4 4-lane Cannon Reach 4 4-lane Cannon Reach 4 No Mar Vista Study Area / Sub-Area No Build Cannon Reach 4 Change in Delay % Change Change in Delay % Change No Build Cannon Reach 4 Change in Delay % Change Change in Delay % Change Change in Delay % Change Total Study Area Intersection Delay 2,413.03 -84.38 -3.5% -62.71 -2.6% 2,592.18 -127.13 -4.9% -96.49 -3.7% -64.91 -2.5% Intersection Delay Within Carlsbad 1,274.04 -18.17 -1.4% -11.67 -0.9% 1,421.78 -11.72 -0.5% -19.69 -0.8% -17.89 -0.7% Intersection Delay Outside Carisbad 1,138.99 -66.21 -5.8% -51.03 -4,5% 1,170.40 -115.42 -4.5% -76.80 -3.0% -47.02 -1.8% 216 DRAFT SUMMARY AND FINDINGS At the time this report was prepared, Cannon Road was a four-lane divided roadway extending from Carlsbad Boulevard to College Boulevard through the City of Carlsbad. The City of Carlsbad Circulation Element plans for Cannon Road to extend from College Boulevard to the eastern terminus located in the City of Oceanside. Regional plans for the road include a connection to SR- 78 at Mar Vista Drive in the City of Vista by the year 2030. This traffic analysis report evaluated the need for the extension of Cannon Road from College Boulevard to the eastern terminus in the City of Oceanside, known as Reach 4 and evaluated the impacts that the Mar Vista interchange connection, if constructed would impose on the Cannon Road Reach 4 horizon year scenarios. The needs assessment was based on traffic operations, both at the roadway segment and intersection level. Impacts associated with building or not building the roadway will be assessed to determine the regional and local benefits of Cannon Road Reach 4. To assess the traffic patterns associated with the construction of Cannon Road, the SANDAG Series 10 North County Sub-area traffic analysis model was used. The model forecasted the horizon year (2020 and 2030) traffic volumes along Cannon Road and the surrounding roadway network with and without the Cannon Road Reach 4 extension and without the Mar Vista Drive interchange connection. The extension was further evaluated as a two-lane and as a four-lane arterial. The City Circulation Element has identified the future road as a four-lane major arterial, corresponding to a maximum daily capacity of 40,000 vehicles per day. Intersection operations show that in the horizon year 2030 HCM (Highway Capacity Manual), 15 of the study intersections are forecast to operate deficiently based on the HCM (delay based) level of service analysis if Cannon Road Reach 4 is not constructed. If Cannon Road Reach 4 is constructed as the currently planned 4-lane facility, then the HCM based analysis shows 13 intersections operating deficiently. If Cannon Road is constructed as a reduced 2-Lane facility, then the analysis shows 12 intersections operating deficiently. Based on the horizon year 2030 ICU (volume-capacity ratio based) methodology, 21 intersections are found to be deficient if Cannon Road Reach 4 is not constructed. This compares to 15 intersections that were found to be deficient if Cannon Road Reach 4 is constructed as a reduced 2-lane facility and 15 deficient intersections if Cannon Road Reach 4 is constructed as the currently planned 4-lane facility. If Cannon Road Reach 4 is not constructed, ten of the 21 deficient intersections will be in the City of Cadsbad, six in the City of Vista, and five in the City of Oceanside. If Cannon Road Reach 4 is constructed, eight of the 15 deficient intersections will be in the City of Carlsbad, four in the City of Vista, and three in the City of Oceanside. The Without Mar Vista interchange connection scenario was analyzed with Cannon Road Reach 4 (as a 4-lane road) in the year 2030 and without the connection to the Mar Vista interchange. 217 DRAFT Based on the HCM methodology 13 intersections are found to be deficient if the Mar Vista Interchange connection is not constructed. This compares to the 12 intersections that were found to be deficient if the Mar Vista interchange connection is constructed. Based on the ICU methodology, 16 intersections are found to be deficient if the Mar Vista interchange connection is not constructed. This compares to 21 intersections that were found to be deficient if Mar Vista Interchange is constructed. If the Mar Vista interchange connection is not constructed, nine of the 16 deficient intersections will be in the City of Carlsbad, four deficient intersections in the City of Vista, and three deficient intersections will be in the City of Oceanside. Cannon Reach 4 is forecast to relieve some of the traffic along Melrose Drive south of the proposed extension. The traffic modeling efforts show that without the extension, additional traffic from the north-east county will utilize Melrose Drive, Faraday Avenue and Palomar Airport Road to reach the western portion of the County. Roadway segment operations show that although several roadway segments are forecast to operate at LOS E or F based on the daily volume to capacity ratios, nearly all segments operate at acceptable levels of service (LOS D or better) in the peak hour. It should be noted that Carlsbad uses the peak hour segment analysis to assess the operations of roadway segments throughout the City. In addition to the intersection and segment analysis, two performance measure outputs from the SANDAG North County Model were used to analyze Travel Time and the Calculation of Cumulative Intersection Delay for the horizon year scenarios. The comparative results of the Travel Time analysis show that the implementation of the Cannon Road Reach 4 project as a 2-lane roadway would save 4,049 hours of travel time daily while implementation of a 4-lane roadway would save 6,031 hours of daily travel time. On a regional basis, these travel time savings represent a very small reduction of 0.11% for the 2-lane Cannon Reach 4 project and 0.17% for the 4-lane Cannon Reach 4 project. The results of the Calculation of Cumulative Intersection Delay analysis show that the overall comparison in intersection delay shows that Cannon Reach 4 as a 2-lane facility would provide the greatest, although nominal, reduction in peak period intersection delay. In both alternatives, the reduction in delay is greater for intersections located in jurisdictions outside of Carlsbad. In fact, the evaluation shows that intersection delay within Carlsbad is greater during the PM peak hour with both of the project alternatives than in the "No- Build" alternative. This is primarily due the amount of traffic that is being drawn into the City of Carlsbad to use the Cannon Road corridor. The reduction in traffic (and delay) at intersections outside Carlsbad is somewhat offset by the increase in traffic (and delay) at intersections within the City of Carlsbad. 218