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Home My WebLink AboutSDP 2019-0005; BMW CARLSBAD; TRANSPORTATION IMPACT ANALYSIS; 2020-11-16.. "°"'.....,.,,, ...... (\, ..,~~ ... .,.. ..... "•""--'JIClll .... .,:a ' ··. .. ............... BMW OF CARLSBAD TRANSPORTATION IMPACT ANALYSIS City of Carlsbad, California ---- . ,-......... ., _.,. --- __________________ r:,in engine~ring _ ~ group, me. -.. -.. -.. -.. -.. ---Ill ... 11111 ... 11111 .. Ill .. .. ... ... .. .. ... .. .. .. ... .. r:Tn en1ina~rin1 L.U.U uroun, inc . rk15761 JN:2742-2019-05 BMW OF CARLSBAD TRANSPORTATION IMPACT ANALYSIS City of Carlsbad, California Prepared for: COMMERCIAL DEVELOPMENT RESOURCES 4121 Westerly Place, Suite 112 Newport Beach, CA 92660 Prepared by: RK ENGINEERING GROUP, INC. 4000 Westerly Place, Suite 280 Newport Beach, CA 92660 Alex Tabrizi, P.E., T.E. Jethro Narciso, E.I.T. Elias Bandek, E.I.T . Michael Torres, E.1.T . November 16, 2020 ir;,fl1c ,mg1n00ring & (Jt,,1gn transpL1rtltton plannin;, pc1rkin9 ac\1t,~,tical nnqi,ieerinq air q, 1,frty & ql1r1 ~k 220 qe\-,_11;1;rt 9?0GO G }Wli 4/,l 081>9 0 rktJPquH:Pi .. .. .. --.. ----.. --111111 .. .. .. -.. ... .. Ill .. .. ... 11111 111111 .. Ill Ill .. 111111 Table of Contents Section Page 1.0 Introduction........................................................................................... 1-1 1 .1 Purpose of Report & Study Objectives 1 .2 Site Location & Project Description 1-1 1-1 2.0 Analysis Methodologies & Performance............................................... 2-1 2.1 Multimodal Level of Service Analysis Methodology 2.2 Level of Service Performance Criteria & Thresholds of Significance 2-2 2-3 3.0 City of Carlsbad General Plan................................................................ 3-1 4.0 Project Traffic Volumes.......................................................................... 4-1 4.1 Project Trip Generation 4.2 Project Trip Distribution 4.3 Modal Split 4.4 Project Traffic Volumes/ Assignment 4-1 4-2 4-2 4-2 5.0 Multi modal LOS Analysis....................................................................... 5-1 6.0 GMP Roadway Segment Analysis.......................................................... 6-1 7.0 Vehicle Miles Traveled (VMT) Analysis.................................................. 7-1 8.0 Transportation Demand Management (TOM)....................................... 8-1 9.0 Findings, Recommendations, & Conclusions........................................ 9-1 9.1 Proposed Project 9.2 Project Trip Generation 9.3 Multimodal LOS Analysis Summary 9.4 GMP Roadway Segment Analysis Summary 9. 5 Vehicle Miles Traveled (VMT) Analysis Summary 9.6 Transportation Demand Management (TDM) 9.7 Site Access Recommendations 9-2 9-3 9-3 9-4 9-4 9-5 9-5 ---------------------------r:T'f"J 1n11111rt1111 1..U.U 1ro•lnc. .. --.. ... .. .. .. ... .. .. .. • .. .. .. .. .. .. -.. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. List of Attachments Exhibits Location Map . . . . .. . . . . .. .. .. . . . .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. . .. .. . .. .. . .. .. .. . .. .. .. .. .. . .. .. .. .. .. .. . 1-1 Site Plan .. . . .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. . .. . .. . .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. . .. .. .. .. .. .. 1-2 City of Carlsbad General Plan Street System............................................................... 3-1 City of Carlsbad General Plan Bikeway Master Plan .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 3-2 City of Carlsbad General Plan Recreational Trails Master Plan..................................... 3-3 Project Trip Distribution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 Project Traffic Volumes............................................................................................. 4-2 Tables SAN DAG Trip Generation Rates................................................................................. 4-1 Project Trip Generation............................................................................................. 4-2 Multimodal LOS Analysis Summary .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . 5-1 Appendices Vehicle Miles Traveled (VMT) Analysis Report. .......................................................... .. A Transportation Demand Management Plan .............................................................. . B Multi modal LOS Analysis Sheets and Detail Sheets .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . C ---------------------------r:"Tn 1111n11rt1111 L.U.U •••Inc . rke11q1neer.cJ1n -.. -.. ----.. --- - -.. .. ... -.. .. -.. .. .. -.. .. .. .. .. .. .. 1.0 Introduction 1 .1 Purpose of Report & Study Objectives The purpose of this analysis and report is to evaluate and assess the proposed BMW of Carlsbad dealership project from a traffic and circulation standpoint. This traffic study has been prepared in accordance with the traffic study guidelines, requirements and thresholds of significance for the City of Carlsbad. On September 27, 2013, Governor Jerry Brown signed SB 743 into law and started a process intended to fundamentally change transportation impact analysis as part of CEQA compliance. The Office of Planning and Research (OPR) published its latest Technical Advisory on Evaluating Transportation Impacts in CEQA to the California Natural Resources Agency in December 2018. This Technical Advisory provides recommendations on how to evaluate transportation impacts under SB 743. These changes include elimination of auto delay, level of service (LOS), and other similar measures of vehicular capacity or traffic congestion as a basis for determining significant CEQA transportation impacts. The OPR guidance covers specific changes to the CEQA Guidelines and recommends elimination of auto delay for CEQA purposes and the use of Vehicle Miles Travelled, or VMT, as the preferred CEQA transportation metric. This new legislation requires the selection of a VMT analysis methodology, establishment of VMT thresholds for CEQA transportation impacts, and identification of feasible mitigation strategies. Hence, per the new CEQA guidelines and direction of City staff, since the vehicular analysis is no longer needed for CEQA and the proposed project is consistent with the Car Country Carlsbad specific Plan 1, this study does not include evaluation of intersection delays. Therefore, the proposed project requires analysis of the following elements to address potential impacts under CEQA and per the City of Carlsbad requirements: • Vehicle Miles Traveled (VMT) Analysis. A detailed VMT analysis for CEQA purposes has been prepared for the proposed project and is contained in Appendix A of this report; • Cannon Road between Avenida Encinas and Paseo del Norte has been identified through city GMP monitoring as failing to meet LOS standards for vehicles. The City ____________________________ r:T"'.3 1n11nnr1111 I.U.U lrDIP, IDC. 1-1 .. .. .. .. .. --.. -.. --.. .. .. .. .. ... .. ,.. .. .. ... .. -.. ... .. .. .. 11111 .. Council is in the process of exempting the facility from vehicle LOS standards. Based on the City requirements, if the project adds more than 110 ADT or 11 peak hour trips to the facility, it is subject to implementing TSM and TOM strategies per Mobility Element Policy 3-P.11. A TOM plan prepared to comply with the TDM Ordinance fulfills the Mobility Element requirement. To meet TSM requirements, the project would pay for the installation of one traffic signal controller. A detailed TOM Plan has been prepared for the project. The TDM Plan is included in Appendix B of this report; • Multi-Modal level of Service (MMLOS); • Study Area Map Exhibit; • Trip Generation Calculations; and • Project Traffic Volumes/Assignment Exhibit. 1.2 Site Location & Project Description The proposed project is to be located at 1060 Auto Center Court (southwest corner of Car Country Drive and Cannon Road), in the City of Carlsbad. Currently, the project site is comprised of two (2) existing buildings with a total of approximately 28,904 square feet of automobile sales (dealer & repair) and automobile repair center. The existing uses will be demolished and displaced by the proposed project. The proposed project consists of approximately 69,161 square feet of automobile sales (dealer & repair) . The proposed project will displace the following existing land uses on the project site: • 3,364 square feet of automobile sales; • 25,540 square feet of repair center . The project is planned to open in 2020 and will be evaluated in one (1) single phase . Access for the proposed project is planned to be provided via three (3) driveways: ----------------------------r::,TJ IBllntlrllll ~ ll'IIP. Inc. 1-2 ... .. -.. ------.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. • Project Driveway 1 -Westerly full-access driveway along Auto Center Court; • Project Driveway 2 -Easterly full-access driveway along Auto Center Court; and • Project Driveway 3 -Right-in only access driveway along Car Country Drive. The location map of the project site is shown on Exhibit 1-1. The site plan is shown on Exhibit 1-2. ____________________________ r:,""r11n11n11rt1111 I.U.U lrllP. IDC . 1-3 .. -----------.. -.. ------.. -.. -.. 1111 -.. -.. -.. -.. ... 2.0 Analysis Methodologies & Performance Criteria This section of the report presents the methodologies used to perform the traffic analyses summarized in this report in accordance with the City of Carlsbad requirements. As previously noted, per the new CEQA guidelines and direction of City staff, since the vehicular analysis is no longer needed for CEQA and the proposed project is consistent with the Car Country Carlsbad specific Plan 1, this study does not include evaluation of intersection delays. Therefore, the proposed project requires analysis of the following elements to address potential impacts under CEQA and per the City of Carlsbad requirements: • Vehicle Miles Traveled (VMT) Analysis. A detailed VMT analysis for CEQA purposes has been prepared for the proposed project and is contained in Appendix A of this report; • Cannon Road between Avenida Encinas and Paseo del Norte has been identified through city GMP monitoring as failing to meet LOS standards for vehicles. The City Council is in the process of exempting the facility from vehicle LOS standards. Based on the City requirements, if the project adds more than 110 ADT or 11 peak hour trips to the facility, it is subject to implementing TSM and TDM strategies per Mobility Element Policy 3-P.11. A TDM plan prepared to comply with the TDM Ordinance fulfills the Mobility Element requirement. To meet TSM requirements, the project would pay for the installation of one traffic signal controller. A detailed TDM Plan has been prepared for the project. The TDM Plan is included in Appendix B of this report; • Multi-Modal level of Service (MMLOS); • Study Area Map Exhibit; • Trip Generation Calculations; and • Project Traffic Volumes/Assignment Exhibit. ----------------------------r.Tn 1111111r11111 L.U.U 1ru111, Inc. 2-1 2.1 Multimodal Level of Service Analysis Methodology The City of Carlsbad 's Multimodal Level of Service (MMLOS) methodology provides a qualitative grade assigned to travel modes, ranging from LOS A to LOS F. LOS A reflects a high service standard for a travel mode, and LOS F reflects a poor service standard for a travel mode. Each non -auto travel mode (pedestrian, bicycle, and transit) receives its own LOS score and corresponding letter grade. As part of the City's Mobility Element, streets were classified into typologies. The typology of the roadway section determines which multimodal analyses that roadway section is subject to. The intent is to provide a balanced mobility system that emphasizes primary users as opposed to always providing ideal level of service for all modes on every facility. The MMLOS methodology describes the subject modes of travel for a roadway segment using a range of LOS from LOS A to LOS F, based on the corresponding ranges as shown in the table below: LOS Point Score A 90 -100 B 80 -89 C 70 -79 D 60 -69 E 50 -59 F 0 -49 The City of Carlsbad has developed a MMLOS Tool to aid in the MMLOS analysis methodology. Below is a brief description of the MMLOS methodology and criteria outlined in the City's MMLOS Tool : Pedestrian MMLOS: for pedestrian priority streets, the MMLOS criteria evaluates the quality of the pedestrian system (e.g. number of vehicle lanes that need to be crossed and the speed of adjacent t raffic) and the friendliness of the infrastructure at intersections (e .g. pedestrian countdown heads, dedicated pedestrian phases [e.g. a scramble phase], curb extensions, refuge median). In addition, the connectivity and contiguity of the pedestrian ____________________________ r-:,-n engineering &..U.U 1ro 11. Inc. rkengineer.com 2-2 ... .. .. .. -.. --.. • -------.. --.. .. ---.. • -.. .. --.. .. system along street sections (particularly ADA-compliant connectivity/contiguity) is a critical component of pedestrian priority streets. Bicycle MMLOS: for bicycle priority streets, the MMLOS criteria evaluates the quality of the bicycle system (e.g. bicycle route, bicycle lanes, or bicycle pathway; presence of bicycle buffers from the vehicle travel way), the amenities of the system (e.g. presence of bicycle parking), and the friendliness of the infrastructure (e.g. bicycle detection at intersections, pavement conditions, presence of vehicle parking). In addition, the connectivity and contiguity of the bicycle system along street sections is a critical component of bicycle priority streets. Transit MMLOS: for transit priority streets, the MMLOS criteria evaluates the transit vehicle right-of-way (e.g. dedicated or shared, signal priority), hours and frequency of service (e.g. weekday/weekend hours, peak period highway), performance (e.g. on-time or late), amenities and safety (e.g. lighting, covered stop, bench, on-board bike/surfboard storage), and connectivity (e.g. to other transit routes, employment areas, schools, visitor attractions, and other major destinations). 2.2 Multimodal Level of Service Analysis Performance Criteria The City's General Plan established an acceptable Level of Service (LOS) standard of LOS D or better for the travel mode(s) subject to MMLOS analysis. _______________________ r:,"'T.21D-Rlldnt 1..U.4Jtro•lnc. rht:11qinPer com 2-3 .. ... ... .. .. .. .. .. .. .. Ill .. .. .. .. .. .. .. -.. .. 1111 1111 .. .. .. .. 1111 .. .. 111111 ,. 3.0 City of Carlsbad General Plan Exhibit 3-1 shows the City of Carlsbad General Plan Street System . Exhibit 3-2 shows the City of Carlsbad General Plan Bikeway Master Plan . Exhibit 3-3 shows the City of Carlsbad General Plan Recreational Trails Master Plan . ___________________________ r:T'r2 1n11neer1111 i..u.u in• lac. 3-1 11111 .. -.. -.. .. ---- --... -----.. .. --.. .. .. .. .. --.. --.. .. 4.0 Project Traffic Volumes 4.1 Project Trip Generation Trip generation represents the amount of trips that 1s attracted and produced by a development. Trip generation is typically estimated based on the trip generation rates from the latest Institute of Transportation Engineers (!TE) Trip Generation Manual. However, the County of San Diego utilizes their own set of trip generation rates. Daily and peak hour trip generation for the land uses, including the proposed project has been determined based on trip generation rates published by the San Diego Association of Governments (SANDAG) in the Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002. This publication provides a comprehensive evaluation of trip generation rates for a variety of land uses. The proposed project consists of approximately 69,161 square feet of automobile sales (dealer & repair). The proposed project will displace the following existing land uses on the project site: • 3,364 square feet of automobile sales; • 25,540 square feet of repair center . Table 4-1 shows the SANDAG trip generation rates utilized for the trip generation analysis of the project land uses. Table 4-2 shows the trip generation for the proposed project and existing land uses which will be displaced by the proposed project utilizing the trip generation rates shown in Table 4-1 . As shown in Table 4-2, based on the SANDAG trip generation rates, after accounting for the displaced existing land uses, the proposed project is forecast to generate approximately 2,779 net daily trips, including approximately 124 trips during the AM peak hour and approximately 208 trips during the PM peak hour. ----------------------------r:,■-,1 IDIIDHrllll I.U.U lrllll. Inc. 4-1 - - - ----------------------.. --.. -.. .. 4.2 Project Trip Distribution Trip distribution represents the directional orientation of trips to and from the project. Trip distribution is heavily influenced by the geographical location of the site, the location of residential, retail, employment, recreational opportunities, and the proximity to the regional freeway system. The directional orientation of project-generated trips was determined by evaluating existing and proposed land uses and highways within the community. Forecast trip distribution for the proposed project has been developed through discussions with the City during the scoping process. Exhibit 4-1 shows the trip distribution for the proposed project. 4.3 Modal Split Modal split denotes the proportion of traffic generated by a project that would use any of the transportation modes, namely buses, cars, bicycles, motorcycles, trains, carpools, etc. The traffic reducing potential of public transit and other modes is significant. However, the traffic projections in this study are conservative because no modal split reduction is applied to the projections. With the implementation of transit service and provision of alternative transportation ideas and incentives, the automobile traffic demand can be reduced significantly. 4.4 Project Traffic Volumes / Assignment The assignment of project-generated trips to and from the project site on the adjoining roadway system is based on the project's trip generation, trip distribution, and proposed arterial highway and local street systems this traffic study assumes would be in place by the time of occupancy of the site. Project traffic volumes are shown on Exhibit 4-2 . ____________________________ r'!."'fn 1n11neert111 L.U.U ■nu. Inc. 4-2 .. .. • .. .. -.. .. .. .. .. -.. .. .. .. Ill .. Ill .. .. .. .. .. .. .. .. .. .. .. .. 5.0 Multimodal LOS Analysis The following study roadway segments have been evaluated for the following types of multimodal level of service (MMLOS) analyses, in accordance with the City of Carlsbad Transportation Impact Analysis Guidelines: • Cannon Road -Avenida Encinas to Car Country Drive: o Transit LOS; • Car Country Drive -Cannon Road to Auto Center Court: o Pedestrian LOS; o Bicycle LOS; • Auto Center Court -Car Country Drive to Cul-de-sac: o Pedestrian LOS; and o Bicycle LOS. Cannon Road is a four-lane divided major roadway with a posted speed limit of 50 mph. This roadway segment has striped bike lanes on both sides of the street, and therefore no on-street parking is available on this roadway. There are pedestrian sidewalks on both sides of the roadway, but the sidewalk on the north side of the roadway only extends from Avenida Encinas to 1-5 northbound ramps. Car Country Drive is a two-lane divided local roadway with a posted speed limit of 35 mph. This roadway segment is not a bike route and does not provide on-street parking . There are pedestrian sidewalks on both sides of the roadway. The proposed project has an unsignalized access driveway along this roadway segment . Auto Center Court is a two-lane undivided local roadway with no posted speed limit. This roadway segment is not a bike route. There is on-street parking available and pedestrian sidewalks on both sides of the roadway. The proposed project has two unsignalized access ____________________________ r:T?'2 1nt1n11r1111 L.U.U 1ra• Inc. 5-1 .. .. -.. -.. -.. ----.. ... ----... ---... -- -----.. - driveways along this roadway segment. There are also other unsignalized access driveways to other developments along this roadway segment. Table 5-1 summarizes the results of the MMLOS analysis for the study roadway segments listed above. As shown in Table 5-1, all study roadway segments subject to MMLOS analysis meet the City's General Plan standard of LOS D or better for every travel mode subject to evaluation, with the exception of the following roadway segment which does not meet the LOS standard: • Car Country Drive -Cannon Road to Auto Center Court o Bicycle LOS (both approaches). The following improvements are proposed in order for this study roadway segment to meet the City's General Plan standard of LOS D or better: • Install striped bike lanes on both sides of Car Country Drive with the appropriate signage. The bike lane roadway shall be free of any obstructions and meet MUTCD signing and striping design guidelines. Detailed MMLOS analysis worksheets and detail sheets are included in Appendix C. ____________________________ r:,-n 1n11nnr111 ~ lr&UP. Inc. 5-2 .. .. .. .. .. .. .. -.. .. 11111 -11111 .. .. - --.. .. .. .. .. .. .. .. ... .. .. ... .. .. .. .. 1111 6.0 GMP Roadway Segment Analysis Cannon Road between Avenida Encinas and Paseo del Norte has been identified through city GMP monitoring as failing to meet LOS standards for vehicles. The City Council is in the process of exempting the facility from vehicle LOS standards. Based on the City requirements, if the project adds more than 110 ADT or 11 peak hour trips to the facility, it is subject to implementing TSM and TDM strategies per Mobility Element Policy 3-P.11. A TDM plan prepared to comply with the TDM Ordinance fulfills the Mobility Element requirement. To meet TSM requirements, the project would pay for the installation of one traffic signal controller. A detailed TDM Plan has been prepared for the project. The TDM Plan is included in Appendix B of this report. ____________________________ r:,TJ 1n111urt1111 ld.l.U l'81D. Ille . 6-1 .. .. .. -.. .. .. .. .. .. ... .. .. .. .. .. .. .. ... .. ... .. .. .. .. 7 .0 Vehicle Miles Traveled (VMT) Analysis On September 27, 2013, Governor Jerry Brown signed SB 743 into law and started a process intended to fundamentally change transportation impact analysis as part of CEQA compliance. The Office of Planning and Research (OPR) published its latest Technical Advisory on Evaluating Transportation Impacts in CEQA to the California Natural Resources Agency in December 2018. This Technical Advisory provides recommendations on how to evaluate transportation impacts under SB 7 43. These changes include elimination of auto delay, level of service (LOS), and other similar measures of vehicular capacity or traffic congestion as a basis for determining significant CEQA transportation impacts. The QPR guidance covers specific changes to the CEQA Guidelines and recommends elimination of auto delay for CEQA purposes and the use of Vehicle Miles Travelled, or VMT, as the preferred CEQA transportation metric. This new legislation requires the selection of a VMT analysis methodology, establishment of VMT thresholds for CEQA transportation impacts, and identification of feasible mitigation strategies . A detailed VMT analysis has been prepared for the proposed project and is contained in Appendix A. As a regional retail project, the City of Carlsbad's draft VMT Analysis Guidelines (May 2020) state that the proposed project would be considered to have a significant transportation impact if it results in a net increase in VMT compared to the no project condition. Per the VMT contained in Appendix A, the new dealership location is expected to generate 501 fewer vehicle miles on the busiest day as compared to the existing dealership location. In other words, the proposed project is not expected to cause a net increase in VMT, and therefore does not cause a significant transportation impact per City of Carlsbad guidelines . ----------------------------r:Tr2 IDIIRNrllll L.U.U 111a 1nc. 7-1 1111 .. --.. .. .. -.. .. ... ... ... -.. 1111111 .. .. .. ... .. .. .. .. .. .. ... .. ... .. 8.0 Transportation Demand Management (TDM) The proposed project 1s subject to the City of Carlsbad Transportation Demand Management (TDM) Ordinance . A detailed transportation demand management plan has been prepared for the proposed project. The detailed report has been included as Appendix B to this traffic study. ---------------------------r:T"r2 1n11011rt1111 L.U.U 1n• Inc. 8-1 ----------.. -.. .. -.. -.. .. 1111 1111 .. 1111 ... .. ... .. ... .. .. .. .. .. 9.0 Findings, Recommendations, & Conclusions The purpose of this analysis and report is to evaluate and assess the proposed BMW of Carlsbad dealership project from a traffic and circulation standpoint. This traffic study has been prepared in accordance with the traffic study guidelines, requirements and thresholds of significance for the City of Carlsbad. On September 27, 2013, Governor Jerry Brown signed SB 743 into law and started a process intended to fundamentally change transportation impact analysis as part of CEQA compliance. The Office of Planning and Research (OPR) published its latest Technical Advisory on Evaluating Transportation Impacts in CEQA to the California Natural Resources Agency in December 2018. This Technical Advisory provides recommendations on how to evaluate transportation impacts under SB 7 43. These changes include elimination of auto delay, level of service (LOS), and other similar measures of vehicular capacity or traffic congestion as a basis for determining significant CEQA transportation impacts. The OPR guidance covers specific changes to the CEQA Guidelines and recommends elimination of auto delay for CEQA purposes and the use of Vehicle Miles Travelled, or VMT, as the preferred CEQA transportation metric. This new legislation requires the selection of a VMT analysis methodology, establishment of VMT thresholds for CEQA transportation impacts, and identification of feasible mitigation strategies. Hence, per the new CEQA guidelines and direction of City staff, since the vehicular analysis is no longer needed for CEQA and the proposed project is consistent with the Car Country Carlsbad specific Plan 1, this study does not include evaluation of intersection delays . Therefore, the proposed project requires analysis of the following elements to address potential impacts under CEQA and per the City of Carlsbad requirements: • Vehicle Miles Traveled (VMT) Analysis. A detailed VMT analysis for CEQA purposes has been prepared for the proposed project and is contained in Appendix A of this report; • Cannon Road between Avenida Encinas and Paseo del Norte has been identified through city GMP monitoring as failing to meet LOS standards for vehicles. The City Council is in the process of exempting the facility from vehicle LOS standards. Based on the City requirements, if the project adds more than 110 ADT or 11 peak hour trips to the facility, it is subject to implementing TSM and TOM strategies per ---------------------------r:TP'2 IDIIHlrllll l.U.U lrllP, IRC. 9-1 --.. --.. .. -.. .. .. - ,. .. ... .. .. .. ... 1111 .. .. ... .. ... -.. .. .. .. 11111 .. Mobility Element Policy 3-P.11. A TOM plan prepared to comply with the TOM Ordinance fulfills the Mobility Element requirement. To meet TSM requirements, the project would pay for the installation of one traffic signal controller. A detailed TOM Plan has been prepared for the project. The TOM Plan is included in Appendix B of this report; • Multi-Modal level of Service (MMLOS); • Study Area Map Exhibit; • Trip Generation Calculations; and • Project Traffic Volumes/Assignment Exhibit. 9.1 Proposed Project The proposed project is to be located at 1060 Auto Center Court (southwest corner of Car Country Drive and Cannon Road), in the City of Carlsbad. Currently, the project site is comprised of two (2) existing buildings with a total of approximately 28,904 square feet of automobile sales (dealer & repair) and automobile repair center. The existing uses will be demolished and displaced by the proposed project. The proposed project consists of approximately 69,161 square feet of automobile sales (dealer & repair) . The proposed project will displace the following existing land uses on the project site: • 3,364 square feet of automobile sales; • 25,540 square feet of repair center . The project is planned to open in 2020 and will be evaluated in one (1) single phase. Access for the proposed project is planned to be provided via three (3) driveways: • Project Driveway 1 -Westerly full-access driveway along Auto Center Court; 9-2 r:,-rJ IRIID18rlllfl !.U.U 1'818, IRC . .. ---.. .. -.. .. .. .. .. .. .. .. 11111 .. .. .. .. .. .. .. -,. .. .. .. .. .. .. .. .. .. • Project Driveway 2 -Easterly full-access driveway along Auto Center Court; and • Project Driveway 3 -Right-in only access driveway along Car Country Drive . 9.2 Project Trip Generation Trip generation is typically estimated based on the trip generation rates from the latest Institute of Transportation Engineers (!TE) Trip Generation Manual. However, the County of San Diego utilizes their own set of trip generation rates. Daily and peak hour trip generation for the land uses, including the proposed project has been determined based on trip generation rates published by the San Diego Association of Governments (SAN DAG) in the Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002 . This publication provides a comprehensive evaluation of trip generation rates for a variety of land uses . Based on the SANDAG trip generation rates, after accounting for the displaced existing land uses, the proposed project is forecast to generate approximately 2,779 net daily trips, including approximately 124 trips during the AM peak hour and approximately 208 trips during the PM peak hour . 9.3 Multimodal LOS Analysis Summary The following study roadway segments have been evaluated for the following types of multimodal level of service (MMLOS) analyses, in accordance with the City of Carlsbad Transportation Impact Analysis Guidelines: • Cannon Road -Avenida Encinas to Car Country Drive: o Transit LOS; • Car Country Drive -Cannon Road to Auto Center Court: o Pedestrian LOS; o Bicycle LOS; • Auto Center Court -Car Country Drive to Cul-de-sac: ---------------------------r:,-,i IDIIHlrlnt L.U.U 1n• Inc . 9-3 ... ---... .. .. .. .. -----.. .. -.. .. .. .. .. ... 11111 .. .. .. Ill .. .. .. .. ... 111111 .. .. ... o Pedestrian LOS; and o Bicycle LOS . All study roadway segments subject to MMLOS analysis meet the City's General Plan standard of LOS D or better for every travel mode subject to evaluation, with the exception of the following roadway segment which does not meet the LOS standard: • Car Country Drive -Cannon Road to Auto Center Court: o Bicycle LOS (both approaches). The following improvements are proposed in order for this study roadway segment to meet the City's General Plan standard of LOS D or better: • Install striped bike lanes on both sides of Car Country Drive with the appropriate signage. The bike lane roadway shall be free of any obstructions and meet MUTCD signing and striping design guidelines . 9.4 GMP Roadway Segment Analysis Summary Cannon Road between Avenida Encinas and Paseo del Norte has been identified through city GMP monitoring as failing to meet LOS standards for vehicles. The City Council is in the process of exempting the facility from vehicle LOS standards. Based on the City requirements, if the project adds more than 110 ADT or 11 peak hour trips to the facility, it is subject to implementing TSM and TDM strategies per Mobility Element Policy 3-P.11. A TDM plan prepared to comply with the TDM Ordinance fulfills the Mobility Element requirement. To meet TSM requirements, the project would pay for the installation of one traffic signal controller. A detailed TDM Plan has been prepared for the project. The TDM Plan is included in Appendix B of this report. 9.5 Vehicle Miles Traveled (VMT) Analysis Summary A detailed VMT analysis has been prepared for the proposed project and is contained in Appendix A. As a regional retail project, the City of Carlsbad's draft VMT Analysis Guidelines (May 2020) state that the proposed project would be considered to have a significant transportation ____________________________ r::T'r2 1n11n11rt1111 l.t.l..ll lflllll,IDC. 9-4 ---.. --.. .. -----... - -.. .. .. .. .. --.. .. .. .. .. .. .. .. .. impact if it results in a net increase in VMT compared to the no project condition. Per the VMT contained in Appendix A, the new dealership location is expected to generate 501 fewer vehicle miles on the busiest day as compared to the existing dealership location. In other words, the proposed project is not expected to cause a net increase in VMT, and therefore does not cause a significant transportation impact per City of Carlsbad guidelines . 9.6 Transportation Demand Management (TDM) The proposed project is subject to the City of Carlsbad Transportation Demand Management (TDM) Ordinance. A detailed transportation demand management plan has been prepared for the proposed project. The detailed report has been included as Appendix B to this traffic study. 9. 7 Site Access Recommendations • Sight distance at all project access points should be reviewed with respect to City of Carlsbad sight distance standards at the time of preparation of final grading, landscaping, and street improvement plans . • Provide appropriate signage and pavement markings at the project site driveways, including stop bars and stop signs -----------------------------r:Tr2 ....... . L.U.U 1ro1111, Inc . com 9-5 ... .. .. .. Exhibits ... .. ~ ... ... .. .. Ill ... .. .. -.. -.. -.. ... .. ... ... .. ... .. .. .. .. .. .. .. .. ... .. .. Le end: * = Project Site ■ -■ = Project Access Driveway N Exhibit 1-1 Location Map 27-42-2019-05 um ------BMWOF CARLSBAD TRANSPORTATION IMPACT ANALYSIS, City of Carlsbad, CA engine,ring group, me. . . ' ' . ' . 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N .,, cot:!. ----~ ---4/ 12 Jr l r l 1/37 9/8-► 0/0---, Le end: * = Project Site • -• = Project Access Driveway 5/ IO = AM/PM Peak Hour Volumes L 11/37 ---15/50 Exhibit 4-2 Project Traffic Volumes ---27187 ,0/0 ,.... ~ J coo Loto J--c;,--t ---0/0 + ,012s _2::.;_7.=-42:...::-2.:.c,01_;_9-0=5-----,--,--=,------,--:-:---:-----=--,-,-,c::,-:----::-------:-::--,--,----,----:::-:------------r:,-n BMW OF CARLSBAD TRANSPORTATION IMPACT ANALYSIS, City of Carlsbad, CA ~ engine~ring group, me. Tables Table 4-1 SAN DAG Trip Generation Rates 1 AM Peak Hour PM Peak Hour Land Use Units2 In Out Total In Out Proposed Use 70% of 30% of 5% of 40% of 60% of Automobile Sales (Dealer & Repair) TSF AM Total AM Total Daily PM Total PM Total Existing Use 70% of 30% of 5% of 40% of 60% of Automobile Sales (Dealer & Repair) TSF AM Total AM Total Dailv PM Total PM Total 70% of 30% of 8% of 40% of 60% of Automobile Repair Center TSF AM Total AM Total Dailv PM Total PM Total 1 Source: San Diego Association of Governments (SANDAG), Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002. 2 TSF = Thousand Square Feet i:vktables~Kl 5761TB JN.2742-2019-05 Daily Total 8% of 50 Trips/ TSF Daily 8%of 50 Trips/ TSF Daily 11% of 20 Trips/ TSF Dailv Table 4-2 Project Trip Generation 1 AM Peak Hour Land Use Quantity Units2 In Out Total Proposed Use Automobile Sales (Dealer & Repair) 69.161 TSF 121 52 173 Existing Use Automobile Sales (Dealer & Repair) 3.364 TSF -6 -2 -8 Automobile Repair Center 25.540 TSF -29 -12 -41 Total Trip Generation (Including Trip Credit from Existing Use) 86 38 124 1 Source: San Diego Association of Governments (SAN DAG), Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region , April 2002. 2 TSF = Thousand Square Feet i:'v"ktables~K7 5767TB JN:2742-2079-05 PM Peak Hour Daily In Out Total 111 166 277 3,458 -5 -8 -13 -168 -22 -34 -56 -511 84 124 208 2,779 Table 5-1 Multi modal LOS Analysis Summary 1•2 Roadway Segment Cannon Road Avenida Encinas to Car Country Drive Car Count~ Drive Cannon Road to Auto Center Court Auto Center Court Car Country Drive to Cul-de-sac 1 Deficient operation shown in Bold. 2 NB/EB = Northbound/Eastbound SB/WB = Southbound/Westbound j.-vktables\RK15761 TB JN:2742-2019-05 MMLOS Type Transit Bicycle With Improvements Pedestrian Bicycle Pedestrian Score NB/EB SB/WB 100 70 55 55 80 80 85 60 75 75 80 80 Level of Service NB/EB SB/WB A C E E B B B D C C B B .... ... .. .. .. ... .... --.. --.. -.. ,.. -,,. --.. .. -,. - 1111 ... .. .. .. 1111 .. 111111 Appendices 11111 .. .. .. .. .. ----.. -.. -.. ... .. ... -.. .. .. ... ... ... -.. .. -.. -.. - Appendix A Vehicle Miles Traveled (VMT) Analysis Report FEHR ,f PEERS Memorandum Date: To: From: November 12, 2020 Cliff Powell, AutoNation Katy Cole and Cecily Taylor, Fehr & Peers Subject: BMW Carlsbad SB 743 Vehicle Miles Traveled (VMT) Analysis SO20-0354 This memorandum presents the Vehicle Miles Traveled (VMT) analysis for the proposed BMW Carlsbad project (the "project") located in Carlsbad, California. The project is applying under the Class 32 Infill Exemption per the California Environmental Quality Act (CEQA) (15332). A detailed VMT analysis is not required; however, a criterion for utilizing a Class 32 Infill Exemption is: "Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality" (CEQA Guidelines, 2019, page 281 ). This memorandum evaluates the effect that the proposed project would have on regional VMT to assist the applicant and City of Carlsbad confirm that the project is not presumed to result in any significant effects related to traffic. Note that the criterion in the CEQA Guidelines identifies "effects relating to traffic" and does not specifically identify evaluation of VMT; however, given VMT is the new transportation metric per SB 743 and required in the current CEQA Guidelines this memorandum presents information on the effect that the project will have on VMT. The VMT analysis was conducted consistent with the methodologies described in the City of Carlsbad 's VMT Analysis Guidelines, June 2020. The proposed project is located within the City of Carlsbad on Car Country Drive, just south of Cannon Road. The project entails closing the existing BMW Encinitas dealership and automobile repair center and relocating those operations to the proposed project site in Carlsbad. The new location in Carlsbad will have a similar scale of operations (in terms of the number of anticipated customers) as the existing Encinitas site. In addition, the new location in Carlsbad has previously operated as a car dealership and repair uses. The findings of the VMT analysis (presented in detail below) are that the BMW Carlsbad project is not expected to result in a net increase in total regional VMT compared to the no project condition. Accordingly, as a regional retail project, the project will have a less than significant VMT transportation impact per the City of Carlsbad guidelines. 555 West Beech Street I Suite 302 I San Diego, CA 92101 I (619) 234 3190 I Fax (619) 702-9345 www fehrandpeers com BMW Carlsbad VMT Analysis November 12, 2020 Page 2 of 9 Detailed VMT Analysis The City of Carlsbad has prepared guidelines for performing VMT analysis per SB 743 that are generally consistent with the OPR Technical Advisory. As a regional retail project, BMW Carlsbad would have a significant VMT impact if the project is expected to cause a net increase in regional VMT compared to the no project condition. The methodology and analysis to determine the change in regional VMT due to the BMW Carlsbad project is as follows: Step 1: Project Screening The first step in performing transportation VMT impact analysis is to compare the project characteristics to the City of Carlsbad's screening criteria to determine if the project can be presumed to have a less-than-significant impact. The screening criteria are detailed in Table 1. Table 1: BMW Carlsbad VMT Screening Analysis Screening A 1 • Is the Project Criteria na Y5'5 Screened? Small Project Projects Located Near Transit Local-Serving Retail A small project is defined in the City of Carlsbad guidelines as generating less than 110 daily trips after applying trip-reduction strategies. Per the BMW of Carlsbad Transportation Impact Analysis (RK Engineering Group, Inc., November 2020) and using the San Diego Association of Governments (SANDAG)'s (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region (2002), the BMW Carlsbad project is anticipated to generate 2,827 total net daily trips. Note that this calcu lation is specific to the project site in Carlsbad and does not account for the closure of the existing Encinitas BMW. 2,827 daily trips are greater than 110 daily trips; therefore, the project is not considered a small project. The City of Carlsbad guidelines state that projects proposed within ½ mile of the Carlsbad Village Coaster Station, the Carlsbad Poinsettia Coaster Station, or the Plaza Camino Real transit center would be No presumed to have a less than significant VMT impact as long as project No features do not otherwise indicate high VMT generation. The project is farther than ½ mile from each of the listed transit stops, and therefore is not located near transit. Local-serving retail is defined in the City of Carlsbad guidelines as development under 50,000 sf in size. The proposed BMW Carlsbad project consists of 69,161 sf of retail development, and furthermore No based on historic BMW Encinitas customer data is not considered to be local-serving. BMW Carlsbad VMT Analysis November 12, 2020 Page 3 of 9 Table 1: BMW Carlsbad VMT Screening Analysis Screening A 1 • Is the Project Criteria na ys,s Screened? Local-Serving Public Facility Affordable Housing Redevelopment Project The project is not a public facility and therefore this screening category No does not apply to BMW Carlsbad. The project is not a residential development and therefore this screening category does not apply to BMW Carlsbad. The City of Carlsbad guidelines state that a redevelopment project can be screened out from preparing a VMT analysis if the proposed project's total VMT is less than the existing land use's total VMT. BMW Carlsbad is redeveloping an existing automobile plaza center, containing automobile smog and repair services, rental facilities, and a No previous dealership site. However, the existing uses to be displaced No generate substantially fewer trips than the proposed dealership, as indicated by the trip generation calculation in the BMW of Carlsbad Transportation Impact Analysis (RK Engineering Group, Inc., November 2020). Therefore, these existing uses to be displaced are not expected to generate substantial VMT as compared to the proposed project, and accordingly the project does not meet the screening criterion. Source: Fehr & Peers, 2020. As shown in Table 1, the project does not meet the City of Carlsbad's VMT screening. Therefore, a VMT analysis is necessary for the project to determine if the project has VMT transportation impacts. Step 2: VMT Analysis: Model Calculations The second step for a regional retail project that is not screened out in Step 1 is to estimate the project's VMT using a model. Project VMT for BMW Carlsbad is estimated in this analysis by a sketch model based on detailed information regarding customer travel, employee travel, and project operations. This estimate is more accurate than would be possible using a travel demand model, which does not distinguish between types of retail uses, does not have detailed information on the dealership's customer base or employee home locations, and would not accurately capture travel behavior for this special land use. The regional change in total VMT attributed to the BMW dealership relocation and other project features for a Saturday (the day when the dealership generates the most VMT) is described in the following sections and summarized in Table 2. This estimate is considered to be a worst-case scenario in that it does not account for additional efficiencies that are expected to occur at the new location, which are discussed in the section entitled "Other Efficiencies." BMW Carlsbad VMT Analysis November 12, 2020 Page 4 of 9 Table 2: BMW Carlsbad Saturday VMT Estimates Existing Site Project Site Net Change VMT per Customer Round-Trip 60.52 64.20 +3.68 Saturday Customer Round-Trips 135 135 Saturday VMT from Customers Subtotal [A] 8,770 8,666 +496 VMT per Employee Round -Trip (without TOM) 37.27 36.90 -0.37 Saturday Employee Round-Trips 90 90 Saturday VMT from Employees Subtotal [BJ (without 3,354 3,327 -33 TOM) Existing Uses at Project Site to be Replaced [Cl -631 * -631 Saturday VMT due to Location Subtotal [A+B+Cl 11,524 11,356 -168 VMT Reduction due to Alternative Modes for -168 -415 -247 Employee Commutes [Dl Saturday VMT to Access Off-Site Car Inventory [El 86 -86 Saturday VMT due to Features Subtotal [D+El -82 -415 -333 TOTAL SATURDAY VMT [A+B+C+D] 11,442 10,941 -501 Source: Data provided by AutoNation; Fehr & Peers, 2020. Notes: VMT from Customers and VMT from Employees Subtotals are calculated by multiplying VMT per Round-Trip and the number of Round-Trips anticipated on a Saturday for each population type. For example, 60.54 VMT per Customer Round- Trip x 135 Saturday Customer Round-Trips = 8,173 VMT generated by Customers on a Saturday. * Based on weekday trip generation for existing uses per the BMW of Carlsbad Transportation Impact Analysis, (RK Engineering Group, Inc., November 2020). The VMT estimate does not account for higher Saturday trip generation and assumes an average trip length of only one (1) mile in order to present a conservative project VMT estimate. VMT Due to Land Use Location Because the project will be located less than 10 miles away from the existing site, it is assumed that the customer base and employee distribution will not change with the relocation. Detailed zip code data of current employees and customers from 2017-2020 is presented in Appendix A. A geospatial analysis was performed to determine the driving distance from the centroid of each zip code to the existing location and to the proposed project location. These two sets of distances were used to calculate the difference in VMT generated by each employee and each customer based on making one (1) round-trip to each location. The analysis determined that the average employee would need to travel 0.37 mile less on a round-trip to the new location as compared to the existing location, while the average customer will need to travel 3.68 miles farther (see Table 2). Each employee and customer round-trip is assumed to be made by car, such that these average distances are equivalent to vehicle miles. BMW Carlsbad VMT Analysis November 12, 2020 Page 5 of 9 Existing customer operations are summarized in Table 3. As shown, Saturdays are the busiest day for the existing site, serving approximately 48 car service customers and 38 car sales customers. According to AutoNation, these customer operations also generally require all 90 existing employees to work on Saturdays. While each employee and car sales customer will make one (1) round-trip to the dealership, service customers generally make two (2) round-trips: one to drop off the car and another to pick up the car after service. Assuming that both customer sets have the same geographic distribution, service customers accordingly generate twice as much VMT as sales customers. Finally, it is assumed that the busiest day at the Carlsbad location will generate the same number of customer trips and require the same number of employees as the existing location does. While the project's TOM Plan (see BMW of Carlsbad Transportation Demand Management Plan, prepared by RK Engineering Group, Inc., October 2020) presents 133 project employees, there is no specific plan to expand operations at this time, and accordingly only 90 employees are assumed in this report. Table 3: BMW Encinitas Customer Operations Type of Customer Visits Per Week Schedule Weekday Round-Trips Saturday Round-Trips Service 286 Mon -Sat 96 96 Body shop 28 Mon -Fri 12 0 Sales 109 Mon -Sun 7 39 Total 115 135 Source: Data provided by AutoNation; Fehr & Peers, 2020. Notes: Each service and body shop visit is assumed to generate two (2) round-trips: one to drop of the car and another to pick it up. Each sales visit is assumed to generate one (1) round-trip. Weekday and Saturday round -trips are rounded up to the nearest integer. It is also noted that employees might make mid-day trips, such as over a lunch break. However, these trips are expected to be local, such as to a nearby restaurant or other locally-serving retail, such that the nature of these trips will not substantially contribute to VMT and will not substantially change in length due to the relocation to Carlsbad. Therefore, the VMT estimates for employees presented in this document calculates only the VMT associated with commutes, which have the largest contribution to employee-generated VMT and are the most accurate to estimate based on available data. The final contributing factor to VMT based on project location is accounting for the VMT generated by existing uses at the Carlsbad site that will be closed with the project. Per the BMW of Carlsbad Transportation Impact Analysis (RK Engineering Group, Inc., November 2020), a combination of existing automobile sales and automobile repair center uses will be closed that currently generate 631 trips on a weekday. While Saturday trip generation is expected to be 11111 ... .. -.. ... ... .. ... .. .. .. .. ... .. .. .. 111111 .. ... 1111 .. 1111 .. 1111 Ill 1111 .. .. .. 1111 .. .. .. f3MW Carlsbad VMl Analysis f'Jovember 12. 2020 Page6of9 higher, a credit of only 631 trips was assumed for the calculation in Table 2, and these trips were assumed to have an average trip length of only one (1) mile. These assumptions result in a conservative amount of credit for existing uses and accordingly generate a worst-case project VMT estimate. As shown in Table 2, average trip lengths at the BMW Encinitas site are approximately 30 miles for customers and 19 miles for employees (calculated by dividing the VMT per round-trip in half). The VMT generated due to the relocation of the dealership and automobile service land uses is summarized in Table 2. As shown, the project is expected to decrease regional VMT by 168 vehicle miles with the relocation from Encinitas to Carlsbad because the decrease in employee vehicle miles and the VMT credit associated with existing uses to be closed outweigh the increase in customer vehicle miles. Furthermore, there are additional factors to account for related to project features at the existing and proposed sites, as discussed in the next section . VMT Due to Project Features The proposed project in Carlsbad will generate less VMT than the existing Encinitas BMW due to two key project features: the larger site footprint that will not require remote inventory lots as are used at the existing site, and a Transportation Demand Management (TDM) Plan to reduce employee VMT. Each of these reductions is discussed and estimated as follows . The current location of the BMW dealership in Encinitas does not allow for all of the sales inventory to be held on site. Overflow inventory is held across five (5) remote lots, located an average distance of 3.6 miles from the dealership. Each round-trip visit to a remote lot accordingly generates 7.2 vehicle miles traveled. Based on data from AutoNation, there are approximately 35 visits to the remote lots each week, evenly distributed across each remote lot location. Assuming that remote lot visits trend proportionally with car sales customer visits, this equates to approximately 12 remote lot visits on the busiest day. This means that the existing site generates (12 visits x 7.2 VMT per visit) = 86 VMT due to accessing remote inventory, which will no longer be generated at the new location. In addition, sometimes a customer follows the sales representative to the remote lot in their private automobile. When this occurs, it doubles the VMT due to having the inventory off-site. To present a worst-case scenario, this was not accounted for in the calculation. The proposed project has also developed a TDM Plan (see BMW of Carlsbad Transportation Demand Management Plan, prepared by RK Engineering Group, Inc., October 2020) in accordance with the City of Carlsbad TDM Ordinance for non-residential projects. The TDM program consists of measures that will encourage employees to commute by bike, transit, or carpool, and will allow for alternative work schedules that reduce the number of days employees travel to work (via .. .. .. .. .. .. .. .. .. .. .. .. .. -.. .. -.. .. .. ... ... .. .. 11111 .. .. .. .. ... .. ... BMW Carlsbad VM r Analysis November 12. 2020 Page 7 of 9 telework or shifted schedules). The project has agreed to achieve a 25% mode share of these alternative commute options1. According to the City of Carlsbad's VfVTT Analysis Guidelines (June 2020), a VMT reduction can be applied if a TDM Plan is proposed as part of the project (i.e., as a project feature). For the proposed BMW Carlsbad project, alternative modes encouraged by the TDM Plan are expected to reduce VMT for each employee that shifts from driving alone by a minimum of 10% (estimated based on a "9/80" schedule of 9 working days to total 80 working hours rather than the standard 10 working days) to a maximum of 100% (via biking or existing transit service). It is assumed that teleworking is not an option for the majority of BMW Carlsbad employees due to the nature of car dealership operations (i.e., car service and car sales cannot be done remotely). Based on this assumption, the average VMT reduction for employees shifting modes is expected to be approximately 50%, which is the reduction expected for each carpool of two (2) employees that would otherwise drive alone. Multiplying this reduction by the 25% alternative mode share of employees equates to a total reduction of 12.5% of employee-generated VMT. Based on input from AutoNation, approximately 5 to 10% of current employees are estimated to use alternative modes for their commute to BMW Encinitas. If the high end of 10% of current employees are assumed to use alternative modes on a typical Saturday, and each of these employees averages a 50% reduction VMT, the VMT generated at the existing BMW dealership site would be reduced by 168 vehicles miles, as accounted for in Table 2 . As shown in Table 2, the VMT associated with project features is expected to decrease by 333 vehicle miles at the proposed project site as compared to the existing dealership location. This decrease in VMT due to project features offsets the increase in VMT due to the land use location such that the net change in total regional VMT due to the project is expected to be a decrease of 501 vehicle miles . Other Efficiencies It is important to the note that the calculation presented in Table 2 does not account for additional factors that are expected to further reduce the total regional VMT due to the project. These factors include a potential change in customer base distribution, a potential change in employee distribution, customer trip generation efficiencies due to proximity with other car dealerships, and additional VMT associated with remote inventory at the existing dealership location. Each of these is described further below. ; Per City of Carlsbad TOM Ordinance, 25,1;,; mode share is required for 11ew developments until 2025. and 40% mode share is required by 2035 Mode share will be monitored and reported and adjustn1e11ts to the TOM plan will be made if a proJect is 11ot achiev111g its mode share goals. Therefore. 25% rs a conservative estimate . ... .. .. .. .... ... ... ... ... .. ... .. .. .. 1111 -.. ... ... ... .. .. Ill - Ill .. .. .. .. .. .. ... .. .. Ill BMW Carlsbad VM l Novembe1 1 ?. 20?0 Page 8 of9 While the project will relocate the dealership by less than 10 miles, as stated previously, it is possible that this added distance for customers from the south will cause some to instead choose to do business with another service center or automotive dealership (such as the BMW dealership located in Kearny Mesa). The relocation of the BMW dealership may also draw more customers from the north who currently visit other dealerships if the new Carlsbad location is a closer option (such as compared to the BMW dealership located in Vista). Because the number of customers is expected to remain similar to what was documented at the existing BMW Encinitas location, any change in the customer base distribution due to the relocation is expected to decrease the average VMT generated per customer . Similarly, the project relocation may also cause some employees to desire a transfer to the other nearby AutoNation-owned BMW dealership in Vista. The employee location data provided by AutoNation for both dealership locations showed that some BMW Vista employees live in Carlsbad, and some BMW Encinitas employees live in Fallbrook. If any of these employees wished to and were permitted to transfer to the closer dealership location, the average VMT generated per employee would decrease . Another project feature that is expected to decrease customer-generated VMT is the proximity of the proposed project to other car dealerships. At the BMW Carlsbad location, there will be many more dealerships of similar-tier cars in the surrounding area than are found in the surrounding area of the current BMW Encinitas location. Because customers shopping for a BMW may also shop for a Mercedes, Lexus, or Audi, customer-generated VMT is expected to be reduced by locating a BMW dealership closer to these similar-tier car dealerships . Finally, there is expected to be some VMT generated at the existing BMW Encinitas location in addition to what was calculated in Table 2. The calculation assumed that only one vehicle made the round-trip to the remote lot (i.e., the sales associate travels to and from the remote lot while the customer remains at the dealership). However, anecdotal evidence indicates that customers sometimes follow the sales associate in their own vehicle to the remote lot. Because this would result in an additional vehicle traveling to the remote lot, the VMT of a round-trip with the customer would be double that of a round-trip made by only the sales associate. Because it is difficult to accurately estimate the effect of each of these factors on VMT, they were not accounted for in the VMT estimate presented in Table 2. Accordingly, the VMT estimate is considered to be worst-case because each of these factors would further reduce the total regional VMT due to the proposed project. Step 3: Compare to the Significance Threshold As a regional retail project, the City of Carlsbad's VMT Analysis Guidelines (June 2020) state that the proposed project would be considered to have a significant transportation impact if it results in a net increase in VMT compared to the no project condition. As shown in Table 2, the new -.. -.. -.. .. .. -... -.. -... .. ... -... -.. .. .. ... .. ... ... .. .. .. .. .. !3MW Carlsbad VMT Analysis Novernber 12, 2020 Page9of9 dealership location is expected to generate 501 fewer vehicle miles on the busiest day as compared to the existing dealership location. In other words, the proposed project is not expected to cause a net increase in VMT, and therefore does not cause a significant transportation impact per City of Carlsbad guidelines . Appendix A: Customer and Employee Zip Code Data fEHRf PEERS January 2017 through June 1010 BMW Encinitas Customer Data Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 90005 LOS ANGELES 2 100.43 92.92 -7.50I 90007 LOS ANGELES 1 98.19 90.69 -7.50 90012 LOS ANGELES 3 96.63 89.13 -7.50 90013 LOS ANGELES 12 95.48 87.98 -7.50 90014 LOS ANGELES 10 95.77 88.27 -7.50 90015 LOS ANGELES 14 96.86 89.36 -7.50 90016 LOS ANGELES 5 101.81 94.30 -7.50 90017 LOS ANGLES 20 96.85 89.35 -7.50 90019 LOS ANGELES 12 101.29 93.79 -7.50 90022 LOS ANGELES 4 90.80 83.29 -7.50 90024 LOS ANGELES 17 108.21 100.71 -7.50 90025 W LOS ANGELES 1 107.09 99.58 -7.50 90026 LOS ANGELES 39 98.37 90.87 -7.50 90027 BEVERLY HILLS 16 102.85 95.35 -7.50 90028 LOS ANGELES 19 102.11 94.61 -7.50 90031 LOS ANGELES 2 97.13 89.63 -7.50 90032 LOS ANGELES 7 96.49 88.99 -7.50 90034 LOS ANGELES 11 104.36 96.85 -7.50 90035 LOS ANGELES 18 104.46 96.96 -7.50 90036 LOS ANGELES 32 103.54 96.03 -7.50 90037 LOS ANGELES 3 99.68 92.18 -7.50 90038 LOS ANGELES 1 101.86 94.36 -7.50 90039 LOS ANGELES 22 100.99 93.48 -7.50 90041 LOS ANGELES 1 102.46 94.95 -7.50 90045 LOS ANGELES 13 100.54 93.04 -7.50 90046 LOS ANGELES 21 105.21 97.71 -7.50 90048 LOS ANGELES 22 104.83 97.33 -7.50 90049 LOS ANGELES 37 111.38 103.87 -7.50 90061 LOS ANGELES 3 94.16 86.66 -7.50 90063 LOS ANGELES 5 93.41 85.90 -7.50 90064 LOS ANGELES 17 106.03 98.53 -7.50 90066 LOS ANGELES 30 104.53 97.03 -7.50 90067 LOS ANGELES 12 106.79 99.28 -7.50 90068 LOS ANGELES 31 104.94 97.43 -7.50 90069 WEST HOLLYWOOD 43 105.26 97.75 -7.50 90077 LOS ANGELES 13 111.30 103.80 -7.50 90094 LOS ANGELES 30 103.44 95.93 -7.50 90201 CUDAHY 3 89.99 82.49 -7.50 90210 BEVERLY HILLS 8 108.01 100.51 -7.50 90211 BEVERLY HILLS 11 105.00 97.50 -7.50 90221 COMPTON 6 87.79 80.29 -7.50 90230 CULVER CITY 4 102.91 95.41 -7.50 90240 DOWNEY 10 85.60 78.10 -7.50 90241 DOWNEY 18 85.23 77.73 -7.50 90242 DOWNEY 4 85.58 78.07 -7.50 90245 EL SEGUNDO 12 98.25 90.74 -7.50 90247 GARDENA 3 92.11 84.61 -7.50 90249 GARDENA 1 93.92 86.41 -7.50 90250 HAWTHORNE 4 96.16 88.66 -7.50 90254 HERMOSA BEACH 5 96.43 88.93 -7.50 90255 HUNTINGTON PARK 2 93.20 85.70 -7.50 90260 LAWNDALE 6 94.27 86.76 -7.50 90262 LYNWOOD 2 90.97 83.47 -7.50 90265 MALIBU 5 138.48 130.98 -7.50 90266 MANHATTAN BEACH 22 96.85 89.35 -7.50 90272 Pacific Palisades 8 119.54 112.03 -7.50 90274 PALOS VERDES ESTATES 1 96.99 89.49 -7.50 90275 RANCHO PALOS VERDES 30 97.93 90.43 -7.50 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 90277 REDONDO BEACH 2 97.85 90.34 -7.50 90278 REDONDO BEACH 35 94.39 86.89 -7.50 90290 TOPANGA 5 121.07 113.56 -7.50 90291 VENICE so 105.61 98.10 -7.50 90292 MARINA DEL REV 11 104.26 96.76 -7.50 90293 PLAVA DEL REV 14 102.74 95.24 -7.50 90301 INGLEWOOD 6 99.88 92.38 -7.50 90302 INGLEWOOD 1 101.13 93.63 -7.50 90403 SANTA MONICA 9 109.31 101.81 -7.50 90404 SANTA MONICA 5 108.39 100.89 -7.50 90405 SANA MONICA 22 106.92 99.42 -7.50 90501 TORRANCE 3 91.84 84.34 -7.50 90503 TORRANCE 16 94.67 87.17 -7.50 90505 TORRANCE 9 95.25 87.74 -7.50 90506 TORRANCE 2 93.58 86.08 -7.50 90601 WHITTIER 10 89.68 82.18 -7.50 90605 WHITTIER 10 82.45 74.95 -7.50 90621 BUENA PARK 16 76.52 69.02 -7.50 90623 LA PALMA 10 78.51 71.00 -7.50 90630 CYPRESS 4 77.27 69.77 -7.50 90631 LA HABRA 13 81.38 73.88 -7.50 90638 LA MIRADA 3 78.93 71.42 -7.50 90640 MONTEBELLO 6 90.05 82.55 -7.50 90650 NORWALK 7 81.65 74.15 -7.50 90660 PICO RIVERA 6 87.40 79.89 -7.50 90703 CERRITOS 9 80.25 72.75 -7.50 90706 BELLFLOWER 5 84.31 76.81 -7.50 90712 LAKEWOOD 10 83.11 75.61 -7.50 90720 ROSSMOOR 4 77.80 70.29 -7.50 90731 SAN PEDRO 1 91.44 83.94 -7.50 90732 SAN PEDRO 4 92.77 85.27 -7.50 90740 SEAL BEACH 2 74.13 66.63 -7.50 90742 SUNSET BEACH 1 73.30 65.80 -7.50 90744 WILMINGTON 6 88.14 80.64 -7.50 90745 CARSON 26 87.14 79.63 -7.50 90746 CARSON 4 89.53 82.03 -7.50 90755 SIGNAL HILL 3 81.22 73.71 -7.50 90802 LONG BEACH 14 84.97 77.46 -7.50 90804 LONG BEACH 1 79.29 71.79 -7.50 90807 LONG BEACH 5 82.97 75.47 -7.50 90808 LONG BEACH 17 79.59 72.09 -7.50 90810 LONG BEACH 6 84.73 77.23 -7.50 90814 LONG BEACH 6 79.01 71.51 -7.50 90815 LONG BEACH 25 77.90 70.39 -7.50 91001 PASADENA 8 104.85 97.35 -7.50 91006 ARCADIA 23 100.28 92.78 -7.50 91007 ARCADIA 10 100.57 93.07 -7.50 91010 DUARTE 7 100.56 93.05 -7.50 91011 La Canada Flintridge 42 124.51 117.01 -7.50 91016 MONROVIA 11 103.02 95.52 -7.50 91024 SIERRA MADRE 13 103.38 95.87 -7.50 91030 SOUTH PASADENA 12 97.97 90.46 -7.50 91040 LOS ANGELES 3 116.34 108.84 -7.50 91042 TUJUNGA 14 124.47 116.97 -7.50 91101 PASADENA 2 101.12 93.61 -7.50 91103 PASADENA 4 101.88 94.38 -7.50 91105 PASADENA 8 100.57 93.06 -7.50 91106 PASADENA 15 101.10 93.60 -7.50 91107 PASADENA 5 102.52 95.01 -7.50 91201 GLENDALE 1 105.15 97.64 -7.50 91202 GLENDALE 7 104.58 97.08 -7.50 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 91203 GLENDALE 1 103.02 95.51 -7.50 91205 GLENDALE 3 102.19 94.69 -7.501 91206 GLENDALE 9 104.19 96.69 -7.50 91207 GLENDALE 2 105.93 98.42 -7.50 91208 GLENDALE 21 107.58 100.08 -7.50 91214 LA CRESCENTA 6 110.05 102.54 -7.50 91301 AGOURA HILLS 12 131.81 124.31 -7.50 91302 CALABASAS 18 126.04 118.54 -7.50 91304 WEST HILLS 19 125.20 117.70 -7.50 91306 WINNETKA 2 121.25 113.75 -7.50 91307 WEST HILLS 1 127.94 120.44 -7.50 91316 ENCINO 14 115.51 108.01 -7.50 91320 NEWBURY PARK 17 145.29 137.79 -7.50 91324 NORTHRIDGE 11 121.64 114.14 -7.50 91325 NORTHRIDGE 18 120.17 112.66 -7.50 91326 PORTER RANCH 5 122.84 115.34 -7.50 91342 SYLMAR 4 123.64 116.13 -7.50 91344 GRANADA HILLS 35 120.65 113.15 -7.50 91350 SANTA CLARITA 28 129.67 122.16 -7.50 l 91351 CANYON COUNTRY 5 130.46 122.96 -7.50 91352 SUN VALLEY 21 111.74 104.24 -7.501 91354 VALENCIA 25 131.97 124.47 -7.50 91355 VALENCIA 54 130.51 123.01 -7.50 91356 TARZANA 12 118.21 110.71 -7.50 91360 THOUSAND OAKS 4 140.26 132.75 -7.50 91361 WESTLAKE VILLAGE 17 137.76 130.26 -7.50 91362 THOUSAND OAKS 13 136.79 129.29 -7.50 91364 WOODLAND HILLS 28 120.58 113.07 -7.50 91367 WOODLAND HILLS 28 121.59 114.08 -7.50 91377 OAK PARK 4 133.28 125.78 -7.50 91381 VALENCIA 32 129.37 121.86 -7.50 91384 CASTAIC 7 140.66 133.15 -7.50 91390 SANTA CLARITA 7 142.60 135.09 -7.50 91401 VAN NUYS 21 111.03 103.53 -7.50 91402 PANORAMA CITY 9 114.10 106.60 -7.50 91403 SHERMAN OAKS 11 112.50 105.00 -7.50 91405 VAN NUYS 8 113.03 105.53 -7.50 91413 SHERMAN OAKS 3 North North -7.50 91423 SHERMAN OAKS 31 110.34 102.84 -7.50 91436 ENCINO 16 114.30 106.80 -7.50 91501 BURBANK 10 108.51 101.00 -7.50 91504 BURBANK 7 108.30 100.79 -7.50 91505 BURBANK 7 108.15 100.65 -7.50 91506 BURBANK 1 106.68 99.17 -7.50 91601 NORTH HOLLYWOOD 4 107.92 100.41 -7.50 91602 W TOLUCA LAKE 2 106.44 98.93 -7.50 91604 STUDIO CITY 30 107.72 100.22 -7.50 91605 LOS ANGELES 24 111.34 103.84 -7.50 91607 VALLEY VILLAGE 13 108.72 101.21 -7.50 91701 RANCHO CUCAMONGA 21 100.50 94.89 -5.61 91702 AZUSA 1 109.40 101.89 -7.50 91706 BALDWIN PARK 3 98.02 90.52 -7.50 91708 CHINO 5 81.51 74.01 -7.50 91709 CHINO HILLS 131 86.64 79.13 -7.50 91710 CHINO 24 85.73 78.23 -7.50 91711 CLAREMONT 13 96.61 89.10 -7.50 91722 COVINA 3 95.77 88.26 -7.50 91724 COVINA 5 90.86 83.35 -7.50 91730 RANCHO CUCAMONGA 21 96.10 90.49 -5.61 91731 EL MONTE 5 96.03 88.53 -7.50 91732 EL MONTE 5 95.28 87.78 -7.50 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 91737 RANCHO CUCAMONGA 23 100.70 95.09 -5.61 91739 RANCHO CUCAMONGA 24 97.35 91.74 -5.61 91740 GLENDORA 8 96.11 88.61 -7.50 91744 LA PUENTE 4 91.93 84.43 -7.50 91745 HACIENDA HEIGHTS 11 91.58 84.08 -7.50 91748 ROWLAND HEIGHTS 28 83.96 76.46 -7.50 91750 LA VERNE 11 96.72 89.22 -7.50 91752 EASTVALE 11 87.78 82.16 -5.61 91754 MONTEREY PARK 24 93.14 85.64 -7.50 91755 MONTEREY PARK 13 93.70 86.20 -7.50 91761 ONTARIO 10 90.68 83.17 -7.50 91762 ONTARIO 2 87.02 79.52 -7.50 91764 ONTARIO 1 92.47 84.97 -7.50 91765 DIAMOND BAR 22 85.86 78.36 -7.50 91766 PHILLIPS RANCH 4 89.42 81.92 -7.50 91770 ROSEMEAD 2 94.35 86.85 -7.50 91773 SAN DIMAS 6 91.79 84.28 -7.50 91775 SAN GABRIEL 5 99.72 92.21 -7.50 91780 TEMPLE CITY 5 98.71 91.21 -7.50 91784 UPLAND 7 100.61 93.11 -7.50 91786 UPLAND 1 97.86 90.36 -7.50 91789 WALNUT 8 85.41 77.91 -7.50 91790 WEST COVINA 18 95.32 87.82 -7.50 91791 WEST CONVINA 16 89.95 82.45 -7.50 91792 WEST COVINA 5 86.49 78.99 -7.50 91901 ALPINE 37 49.44 55.92 6.48 91902 BONITA 71 35.32 41.80 6.48 91905 BOULEVARD 2 81.43 87.91 6.48 91906 CAMPO 8 70.54 77.02 6.48 91910 CHULA VISTA 112 34.68 41.16 6.48 91911 CHULA VISTA 64 35.68 42.16 6.48 91913 CHULA VISTA 220 37.50 43.98 6.48 91914 CHULA VISTA 107 39.48 45.96 6.48 ' 91915 CHULA VISTA 136 40.14 46.62 6.48 91931 GUATAY 1 57.13 63.61 6.48 91932 IMPERIAL BEACH 29 38.05 44.52 6.48 91935 JAMUL 33 47.72 54.20 6.48 91941 LA MESA 74 30.99 37.47 6.48 91942 LA MESA 100 28.61 35.09 6.48 91945 LEMON GROVE 37 29.99 36.47 6.48 91950 NATIONAL CITY 44 30.32 36.80 6.48 91962 PINE VALLEY 1 69.57 76.05 6.48 91977 SAN DIEGO 89 34.74 41.21 6.48 91978 SPRING VALLEY 29 38.20 44.68 6.48 92003 BONSALL 17 22.84 17.09 -5.76 92004 BORREGO SPRINGS 2 85.S6 85.84 0.28 92007 CARDIFF 649 2.27 9.13 6.86 92008 CARLSBAD 430 10.14 3.37 -6.78 92009 CARLSBAD 2240 6.29 7.18 0.89 92010 CARLBAD 223 9.65 3.20 -6.4S 92011 CARLSBAD 976 5.72 3.53 -2.19 92013 SAN DIEGO 7 5.10 5.20 0.10 92014 DEL MAR 908 6.32 12.80 6.48 92018 CARLSBAD 8 10.90 3.30 -7.60 92019 EL CAJON 121 37.51 43.99 6.48 92020 EL CAJON 61 31.54 38.02 6.48 92021 EL CAJON 69 36.97 43.45 6.48 92024 ENCINITAS 2692 1.68 8.73 7.05 92025 ESCONDIDO 122 19.39 21.75 2.36 92026 ESCONDIDO 103 18.35 17.96 -0.39 92027 ESCONDIDO 115 28.76 28.38 -0.39 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 92028 FALLBROOK 151 34.78 27.27 -7.50 92029 ESCONDIDO 171 16.11 16.30 0.19 92036 JULIAN 10 83.05 83.32 0.28 92037 LA JOLLA 615 16.51 22.99 6.48 92040 LAKES I DE so 37.04 43.52 6.48 92051 OCEANSIDE 4 14.00 6.30 -7.70 92054 OCEANSIDE 203 13.16 5.66 -7.50 92055 CAMP PENDELTON 19 29.29 21.78 -7.50 92056 OCEANSIDE 279 16.30 6.77 -9.53 92057 OCEANSIDE 236 19.66 10.49 -9.17 92058 OCEANSIDE 156 19.97 12.63 -7.35 92061 PAUMA VALLEY 5 35.51 35.12 -0.39 92064 POWAY 243 23.81 27.56 3.75 92065 RAMONA 51 34.99 35.12 0.14 92067 RANCHO SANTA FE 1032 5.31 13.52 8.21 92069 SAN MARCOS 177 13.89 13.50 -0.39 92071 SANTEE 66 27.42 33.90 6.48 92075 SOLANA BEACH 715 4.71 11.19 6.48 92078 SAN MARCOS 781 9.96 9.63 -0.33 92081 VISTA 209 10.41 8.39 -2.01 92082 VALLEY CENTER 76 29.86 29.47 -0.39 92083 VISTA 92 13.33 8.27 -5.06 92084 VISTA 109 16.02 11.87 -4.15 92091 RANCHO SANTA FE 222 4.24 12.45 8.21 92092 LA JOLLA 23 15.70 20.90 5.20 92099 CARLSBAD 6 32.40 37.70 5.30 92101 SAN DIEGO 705 25.30 31.78 6.48 92102 SAN DIEGO 61 27.39 33.87 6.48 92103 SAN DIEGO 349 23.87 30.34 6.48 92104 SAN DIEGO 109 24.15 30.63 6.48 92105 SAN DIEGO 69 26.15 32.63 6.48 92106 SAN DIEGO 99 25.28 31.76 6.48 92107 SAN DIEGO 146 24.26 30.74 6.48 92108 SAN DIEGO 207 23.04 29.52 6.48 92109 PACIFIC BEACH 374 19.79 26.27 6.48 92110 SAN DIEGO 97 21.96 28.44 6.48 92111 SAN DIEGO 71 19.13 25.61 6.48 92113 SAN DIEGO 6 27.55 34.03 6.48 92114 SAN DIEGO 60 29.54 36.01 6.48 92115 SAN DIEGO 67 26.34 32.82 6.48 92116 SAN DIEGO 129 23.14 29.62 6.48 92117 SAN DIEGO 240 18.10 24.57 6.48 92118 CORONADO 81 30.76 37.24 6.48 92119 SAN DIEGO 62 29.85 36.33 6.48 92120 SAN DIEGO 110 26.23 32.71 6.48 92121 SAN DIEGO 121 13.03 19.51 6.48 92122 SAN DIEGO 446 15.38 21.86 6.48 92123 SAN DIEGO 106 20.25 26.73 6.48 92124 SAN DIEGO 98 21.60 28.08 6.48 92126 SAN DIEGO 357 17.10 23.58 6.48 92127 SAN DIEGO 922 20.97 25.11 4.14 92128 SAN DIEGO 348 21.71 24.73 3.02 92129 SAN DIEGO 420 17.14 23.62 6.48 92130 SAN DIEGO 2401 10.30 16.78 6.48 92131 SAN DIEGO 324 22.16 28.64 6.48 92134 SAN DIEGO 5 25.97 32.45 6.48 92136 SAN DIEGO 18 28.88 35.36 6.48 92137 San Diego 4 24.10 29.40 5.30 92138 STEVENSON RANCH 9 24.10 29.40 5.30 92139 SAN DIEGO 64 31.90 38.38 6.48 92154 SAN DIEGO 115 39.72 46.20 6.48 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 92168 SAN DIEGO 1 22.80 28.10 5.30 92171 SANTEE 6 24.30 29.60 5.30 92173 SAN YSIDRO 66 38.79 45.27 6.48 92191 SAN DIEGO 5 13.10 18.30 5.20 92201 INDIO 9 143.69 138.08 -5.61 92203 BERMUDA DUNES 11 142.98 137.37 -5.61 92211 PALM DESERT 11 136.20 130.59 -5.61 92220 BANNING 1 98.85 93.24 -5.61 92223 BEAUMONT 6 90.88 85.27 -5.61 92227 BRAWLEY 6 152.16 158.64 6.48 92231 CALEXICO 29 136.74 143.22 6.48 92234 CATHEDRAL CITY 23 127.72 122.11 -5.61 92236 COACHELLA 6 147.41 141.80 -5.61 92243 EL CENTRO 39 130.63 137.11 6.48 92249 HEBER 11 137.58 144.06 6.48 92250 HOLTVILLE 4 142.17 148.65 6.48 92251 IMPERIAL 15 131.42 137.90 6.48 92253 LA QUINTA 43 147.88 142.27 -5.61 92256 MORONGO VALLEY 7 130.08 124.47 -5.61 92260 PALM DESERT 11 113.67 108.06 -5.61 92262 PALM SPRINGS 19 118.34 112.73 -5.61 92264 PALM SPRINGS 13 129.30 123.69 -5.61 92270 RANCHO MIRAGE 13 132.71 127.10 -5.61 92284 YUCCA VALLEY 6 140.31 134.70 -5.61 92307 APPLE VALLEY 9 141.79 136.18 -5.61 92308 APPLE VALLEY 3 132.42 126.81 -5.61 92316 BLOOMINGTON 11 86.27 80.66 -5.61 92320 CALIMESA 2 93.30 87.69 -5.61 92324 COLTON 3 85.93 80.32 -5.61 92335 FONTANA 5 92.89 87.28 -5.61 92344 HESPERIA 7 117.55 111.94 -5.61 92346 HIGHLAND 13 97.22 91.61 -5.61 92352 LAKE ARROWHEAD 3 113.91 108.30 -5.61 92354 LOMA LINDA 2 88.67 83.06 -5.61 92373 REDLANDS 14 85.49 79.88 -5.61 92374 REDLANDS 6 94.12 88.51 -5.61 92376 RIALTO 6 89.45 83.84 -5.61 92378 Lake ARROWHEAD 3 110.06 104.45 -5.61 92382 RUNNING SPGS 1 110.85 105.24 -5.61 92392 VICTORVILLE 1 122.73 117.12 -5.61 92399 YUCAIPA 12 96.50 90.89 -5.61 92407 SAN BERNARDINO 7 107.53 101.92 -5.61 92501 RIVERSIDE 18 81.64 76.03 -5.61 92503 RIVERSIDE 40 83.31 77.70 -5.61 92504 RIVERSIDE 8 83.02 77.41 -5.61 92505 RIVERSIDE 12 85.17 79.56 -5.61 92506 RIVERSIDE 2 78.46 72.85 -5.61 92508 RIVERSIDE 15 74.91 69.30 -5.61 92509 RIVERSIDE 11 86.36 80.75 -5.61 92530 LAKE ELSINORE 2 64.94 57.44 -7.50 92532 LAKE ELSINORE 30 60.38 54.77 -5.61 92544 HEMET 5 71.22 65.61 -5.61 92545 HEMET 9 66.47 60.86 -5.61 92555 MORENO VALLEY 7 74.23 68.62 -5.61 92557 MORENO VALLEY 2 78.81 73.20 -5.61 92562 MURRIETA 79 53.41 47.80 -5.61 92563 MURRIETTA 67 48.75 43.14 -5.61 92564 MURRIETA 2 48.75 43.14 -5.61 92570 PERRIS 8 69.20 63.59 -5.61 92582 SAN JACINTO 6 72.21 66.60 -5.61 92583 SAN JACINTO 4 76.58 70.97 -5.61 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 92584 MENIFEE 92585 MENIFEE 92586 SUN CITY 92S87 CANYON LAKE 92S89 TEMECULA 92590 TEMECULA 92591 TEMECULA 92592 TEMECULA 92595 WILDOMAR 92596 WINCHESTER 92602 IRVINE 92603 IRVINE 92604 IRVINE 92606 IRVINE 92607 VALLEY VILLAGE 92610 FOOTHILL RANCH 92612 IRVINE 92614 IRVINE 92617 IRVINE 92618 IRVINE 92620 IRVINE 92624 CAPISTRANO BEACH 92625 CORONA DEL MAR 92626 COSTA MESA 92627 COSTA MESA 92629 DANA POINT 92630 Lake Forest 92646 HUNTINGTON BEACH 92647 HUNTINGTON BEACH 92648 HUNTINGTON BEACH 92649 HUNTINGTON BEACH 92651 LAGUNA BEACH 92653 LAGUNA HILLS 92656 ALISO VIEJO 92657 NEWPORT COAST 92660 NEWPORT BEACH 92662 NEWPORT BEACH 92663 NEWPORT BEACH 92672 SAN CLEMENTE 92673 SAN CLIEMENTE 92675 SAN JUAN CAPISTRANO 92676 SILVERADO 92677 LAGUNA NIGUEL 92679 TRABUCO CANYON 92683 WESTMINSTER 92688 RANCHO SANTA MARGARITA 92691 MISSION VIEJO 92692 MISSION VIEJO 92694 RANCHO MISSION VIEJO 92704 SANTA ANA 92705 SANTA ANA 92707 SANTA ANA 92708 FOUNTAIN VALLEY 92780 TUSTIN 92782 TUSTIN 92801 ANAHEIM 92802 ANAHEIM 92804 ANAHEIM 92805 ANAHEIM 92806 ANAHEIM 92807 ANAHEIM 36 53.84 48.23 -5.61 7 60.95 55.34 -5.61 14 58.81 53.20 -5.61 23 60.64 55.03 -5.61 2 60.64 55.03 -5.61 9 47.60 41.99 -5.61 49 46.19 40.58 -5.61 155 48.77 43.16 -5.61 5 53.07 47.46 -5.61 43 56.70 51.09 -5.61 27 61.91 54.40 -7.50 28 61.02 53.52 -7.50 14 59.41 51.90 -7.50 5 61.66 54.16 -7.50 9 61.66 54.16 -7.50 5 60.11 52.60 -7.50 24 59.53 52.03 -7.50 27 61.50 54.00 -7.50 3 59.32 51.81 -7.50 62 58.29 50.78 -7.50 74 59.66 52.16 -7.50 4 38.88 31.38 -7.50 32 59.57 52.07 -7.50 39 62.91 55.40 -7.50 21 63.98 56.48 -7.50 41 42.06 34.55 -7.50 32 54.53 47.03 -7.50 37 67.53 60.03 -7.50 12 69.78 62.27 -7.50 34 69.91 62.41 -7.50 24 71.79 64.29 -7.50 44 49.89 42.38 -7.50 48 49.89 42.39 -7.50 so 50.59 43.09 -7.50 33 58.32 50.81 -7.50 72 59.55 52.05 -7.50 16 61.43 53.92 -7.50 23 65.35 57.85 -7.50 73 33.34 25.84 -7.50 44 38.61 31.11 -7.50 69 49.84 42.34 -7.50 9 66.41 58.91 -7.50 105 46.31 38.81 -7.50 20 56.35 48.84 -7.50 11 70.41 62.91 -7.50 41 52.92 45.42 -7.50 24 50.52 43.02 -7.50 47 51.13 43.62 -7.50 40 47.46 39.96 -7.50 4 65 .25 57.74 -7.50 54 63 .52 56.02 -7.50 14 63.90 56.40 -7.50 4 66.62 59.11 -7.50 2 61.80 54.30 -7.50 28 61.17 53.66 -7.50 1 73.28 65.78 -7.50 4 70.35 62.84 -7.50 7 74.02 66.52 -7.50 22 70.94 63.43 -7.50 1 71.34 63.84 -7.50 7 72.63 65.12 -7.50 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 92808 ANAHEIM HILLS 17 77.83 70.33 -7.501 92821 BREA 11 77.14 69.64 -7.50 92823 BREA 2 79.15 71.65 -7.50 92831 FULLERTON 18 74.421 66.92 -7.50 92832 FULLERTON 16 73.98 66.48 -7.50 92840 GARDEN GROVE 9 70.17 62.66 -7.50 92841 GARDEN GROVE 4 73.22 65.72 -7.50 92844 GARDEN GROVE 5 71.03 63.53 -7.501 92860 NORCO 1 82.10 76.42 -5.68 92865 ORANGE 4 69 .80 62.30 -7.50 92867 ORANGE 13 68.54 61.03 -7.50 92869 ORANGE 5 67.82 60.31 -7.50 92870 PLACENTIA 18 73.90 66.40 -7.50 92879 CORONA 11 78.98 73.37 -5.61 92880 EASTVALE 43 84.66 77.16 -7.50 92881 CORONA 8 76.21 70.60 -5.61 92882 CORONA 27 79.59 73.98 -5.61 92883 CORONA 13 70.99 65.38 -5.61 92886 YORBA LINDA 26 75.12 67.61 -7.50 92887 YORBA LINDA 29 75.12 67.62 -7.50 93001 VALENCIA 2 175.09 167.59 -7.50 93003 VENTURA 19 160.35 152.85 -7.50 93010 CAMARILLO 1 150.29 142.79 -7.50 93015 FILLMORE 1 151.26 143.76 -7.50 93021 MOORPARK 13 141.98 134.48 -7.50 93030 OXNARD 11 156.50 149.00 -7.50 93036 OXNARD 17 156.13 148.62 -7.50 93063 SIMI VALLEY 10 131.27 123.77 -7.50 93065 SIMI VALLEY 7 135.61 128.10 -7.50 93103 SANTA BARBARA 1 North North -7.50 93105 SANTA BARBARA 6 North North -7.50 93108 SANTA BARBARA 1 186.93 179.43 -7.50 93111 SANTA BARBARA 8 North North -7.50 93117 GOLETA 3 North North -7.50 93221 EXETER 1 North North -7.50 93230 HANFORD 8 North North -7.50 93245 LEMOORE 7 North North -7.50 93247 LINDSAY 4 North North -7.50 93306 BAKERSFIELD 3 North North -7.50 93309 BAKERSFIELD 6 North North -7.50 93311 BAKERSFIELD 14 North North -7.50 93312 BAKERSFIELD 5 North North -7.50 93402 LOS OSOS 4 North North -7.50 93405 SAN LUIS OBISPO 5 North North -7.50 93420 ARROYO GRANDE 3 North North -7.50 93422 ATASCADERO 10 North North -7.50 93428 CAMBRIA 1 North North -7.50 93433 GROVER BEACH 13 North North -7.50 93436 LOMPOC 3 North North -7.50 93444 NIPOMO 4 North North -7.50 93463 SOLVANG 7 North North -7.50 93514 BISHOP 9 North North -7.50 93529 JUNE LAKE 4 North North -7.50 93536 LANCASTER 25 181.03 173.53 -7.50 93546 TOMS PLACE 13 North North -S.61 93550 PALMDALE 9 150.26 144.65 -5.61 93551 PALMDALE 8 159.86 154.25 -5.61 93555 RIDGECREST 2 North North -5.61 93560 ROSAMOND 8 North North -5.61 93561 TEHACHAPI 10 North North -5.61 93611 CLOVIS 4 North North -5.61 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 93636 MADERA 8 North North -5.61 93662 SELMA 2 North North -5.61 93711 FRESNO 4 North North -5.61 93720 FRESNO 18 North North -5.61 93722 FRESNO 1 North North -5.61 93723 FRESNO 8 North North -5.61 93728 FRESNO 2 North 1North -5.61 93730 FRESNO 15 North North -5.61 93905 SALi NAS 4 North North -5.61 93923 CARMEL 25 North North -5.61 93940 MONTEREY 8 North North -5.61 94010 BURLINGAME 1 North North -5.61 94014 DALY CITY 4 North North -5.61 94019 HALF MOON BAY 5 North North -5.61 94023 LOS ALTOS 3 North North -5.61 94024 LOS ALTOS 8 North North -5.61 94030 MILBRAE 9 North North -5.61 94041 MOUNTAIN VIEW 2 North North -5.61 94044 PACIFICA 11 North North -5.61 94061 REDWOOD CITY 3 North North -5.61 94070 SAN CARLOS 11 North North -5.61 94080 SOUTH SAN FRANCISCO 6 North North -5.61 94086 SUNNYVALE 5 North North -5.61 94087 SUNNYVALE 3 North North -5.61 94102 SAN FRANCISCO 13 North North -5.61 94103 SAN FRANCISCO 1 North North -5.61 94109 SAN FRANCISCO 8 North North -5.61 94110 SAN FRANCISCO 8 North North -5.61 94114 SAN FRANCISCO 6 North North -5.61 94118 SAN FRANCISCO 4 North North -5.61 94132 SAN FRANCISCO 4 North North -5.61 94133 SAN FRANCISCO 3 North North -5.61 94134 SAN FRANCISCO 6 North North -5.61 94158 SAN FRANCISCO 5 North North -5.61 94303 PALO ALTO 7 North North -5.61 94306 PALO ALTO 6 North North -5.61 94501 ALAMEDA 5 North North -5.61 94503 AMERICAN CANYON 8 North North -5.61 94520 BRENTWOOD 8 North North -5.61 94534 FAIRFIELD 4 North North -5.61 94549 LAFAYETTE 5 North North -5.61 94566 PLEASANTON 4 North North -5.61 94568 DUBLIN 10 North North -5.61 94582 SAN RAMON 1 North North -5.61 94583 SAN RAMON 3 North North -5.61 94585 SUISUN CITY 5 North North -5.61 94587 UNION CITY 4 North North -5.61 94588 PLEASANTON 3 North North -5.61 94590 VALLEJO 5 North North -5.61 94595 WALNUT CREEK 2 North North -5.61 94597 WALNUT CREEK 6 North North -5.61 94610 PIEDMONT 2 North North -5.61 94618 OAKLAND 4 North North -5.61 94702 BERKELEY 8 North North -5.61 94704 BERKELEY 3 North North -5.61 94901 SAN RAFAEL 4 North North -5.61 94903 SAN RAFAEL 1 North North -5.61 94904 KENTFIELD 9 North North -5.61 94920 BELVEDERE TIBURON 13 North North -5.61 94941 MILL VALLEY 4 North North -5.61 94965 SAUSALITO 7 North North -5.61 Number of Distance to Distance to Zip Code City Customers BMW Encinitas BMW Carlsbad Difference 95003 APTOA 3 North North -5.61 95008 CAMPBELL 6 North North -5.61 95012 CASTROVILLE 2 North North -5.61 95020 GILROY 7 North North -5.61 95032 LOS GATOS 4 North North -5.61 95035 MILPITAS 14 North North -5.61 95037 MORGAN HILL 8 North North -5.61 95060 SANTA CRUZ 5 North North -5.61 95070 SARATOGA 9 North North -5.61 95112 SAN JOSE 9 North North -5.61 95118 SAN JOSE 7 North North -5.61 95120 SAN JOSE 4 North North -5.61 95123 SAN JOSE 4 North North -5.61 95124 SAN JOSE 1 North North -5.61 95125 SAN JOSE 10 North North -5.61 95126 SAN JOSE 3 North North -5.61 95127 SAN JOSE 6 North North -5.61 95128 SAN JOSE 2 North North -5.61 95129 SAN JOSE 5 North North -5.61 95132 SAN JOSE 6 North North -5.61 95134 SAN JOSE 4 North North -5.61 95136 SAN JOSE 2 North North -5.61 95219 STOCKTON 8 North North -5.61 95336 MANTECA 4 North North -5.61 95340 MERCED 4 North North -5.61 95380 TURLOCK 8 North North -5.61 95404 SANTA ROSA 24 North North -5.61 95603 AUBURN 7 North North -5.61 95608 CARMICHAEL 5 North North -5.61 95630 FOLSOM 11 North North -5.61 95631 FOREST HILL 2 North North -5.61 95661 ROSEVILLE 6 North North -5.61 95688 VACAVILLE 10 North North -5.61 95691 WEST SACRAMENTO 21 North North -5.61 95747 ROSEVILLE 20 North North -5.61 95757 ELK GROVE 5 North North -5.61 95765 ROCKLIN 8 North North -5.61 95833 SACRAMENTO 2 North North -5.61 95834 SACRAMENTO 2 North North -5.61 95864 SACRAMENTO 6 North North -5.61 95959 NEVADA CITY 6 North North -5.61 96150 SOUTH LAKE TAHOE 3 North North -5.61 Total Customers Jan 2017-June 2020 30,775 VMT/Customer 60.52 64.20 3.68 "North" is designated for those zip codes that failed to calculate a path using the GIS method. However, since all of these zip codes lie north of the Los Angeles area, the change in distance was estimated using the nearest zip code. These customers would substantially drive up the average trip length per customer at each location, but the change in VMT would not be affected. BMW Encinitas Employee Data Distance to BMW Distance to BMW Zip Code City Encinitas Carlsbad Difference 92011 CARLSBAD 92029 ESCONDIDO 92562 MURRIETA 92056 OCEANSIDE 92083 VISTA 92028 FALLBROOK 92026 ESCONDIDO 92056 DEL MAR 92129 SAN DIEGO 92078 SAN MARCOS 92024 ENCINITAS 92026 ESCONDIDO 92081 VISTA 91950 NATIONAL CITY 92056 OCEANSIDE 92020 EL CAJON 92592 TEMECULA 92057 OCEANSIDE 92057 OCEANSIDE 92058 OCEANSIDE 92126 SAN DIEGO 92084 VISTA 92129 SAN DIEGO 92028 FALLBROOK 92057 OCEANSIDE 92126 SAN DIEGO 92058 OCEANSIDE 92009 CARLSBAD 92008 CARLSBAD 91941 LA MESA 92075 SOLANA BEACH 92083 VISTA 92025 ESCONDIDO 92672 SAN CLEMENTE 92091 RANCHO SANTA FE 92037 LA JOLLA 91978 SPRING VALLEY 92116 SAN DIEGO 92054 OCEANSIDE 92122 SAN DIEGO 92009 CARLSBAD 92084 VISTA 92173 SAN YSIDRO 91977 SPRING VALLEY 91941 LA MESA 92026 ESCONDIDO 92024 ENCINITAS 92009 CARLSBAD 92084 VISTA 92154 SAN DIEGO 92009 CARLSBAD 92007 ENCINITAS 92131 SAN DIEGO 92058 OCEANSIDE 92104 SAN DIEGO 92592 TEMECULA 92129 SAN DIEGO 92591 TEMECULA 5.72 16.11 53.41 16.30 13.33 34.78 18.35 16.30 17.14 9.96 1.68 18.35 10.41 30.32 16.30 31.54 48.77 19.66 19.66 19.97 17.10 16.02 17.14 34.78 19.66 17.10 19.97 6.29 10.14 30.99 4.71 13.33 19.39 33.34 4.24 16.51 38.20 23.14 13.16 15.38 6.29 16.02 38.79 34.74 30.99 18.35 1.68 6.29 16.02 39.72 6.29 2.27 22.16 19.97 24.15 48.77 17.14 46.19 3.53 -2.19 16.30 0.19 47.80 -5.61 6.77 -9.53 8.27 -5.06 27.27 -7.50 17.96 -0.39 6.77 -9.53 23.62 6.48 9.63 -0.33 8.73 7.05 17.96 -0.39 8.39 -2.01 36.80 6.48 6.77 -9.53 38.02 6.48 43.16 -5.61 10.49 -9.17 10.49 -9.17 12.63 -7.35 23.58 6.48 11.87 -4.15 23.62 6.48 27.27 -7.50 10.49 -9.17 23.58 6.48 12.63 -7.35 7.18 0.89 3.37 -6.78 37.47 6.48 11.19 6.48 8.27 -5.06 21.75 2.36 25.84 -7.50 12.45 8.21 22.99 6.48 44.68 6.48 29.62 6.48 5.66 -7.50 21.86 6.48 7.18 0.89 11.87 -4.15 45.27 6.48 41.21 6.48 37.47 6.48 17.96 -0.39 8.73 7.05 7.18 0.89 11.87 -4.15 46.20 6.48 7.18 0.89 9.13 6.86 28.64 6.48 12.63 -7.35 30.63 6.48 43.16 -5.61 23.62 6.48 40.58 -5.61 Distance to BMW Distance to BMW Zip Code City Encinitas Carlsbad Difference 92083 VISTA 92007 CARDIFF BY THE SEA 92058 OCEANSIDE 92027 ESCONDIDO 92008 CARLSBAD 92130 SAN DIEGO 92024 ENCINITAS 92091 RANCHO SANTA FE 92024 ENCINITAS 92008 CARLSBAD 91910 CHULA VISTA 92056 OCEANSIDE 92009 CARLSBAD 92009 CARLSBAD 92024 ENCINITAS 92027 ESCONDIDO 92084 VISTA 92028 FALLBROOK 92008 CARLSBAD 92592 TEMECULA 92126 SAN DIEGO 92083 VISTA 92069 SAN MARCOS 92029 ESCONDIDO 92083 VISTA 92028 FALLBROOK 92121 SAN DIEGO 92024 ENCINITAS 92008 CARLSBAD 92057 OCEANSIDE 92139 SAN DIEGO 92024 ENCINITAS VMT/Employee 13.33 2.27 19.97 28.76 10.14 10.30 1.68 4.24 1.68 10.14 34.68 16.30 6.29 6.29 1.68 28.76 16.02 34.78 10.14 48.77 17.10 13.33 13.89 16.11 13.33 34.78 13.03 1.68 10.14 19.66 31.90 1.68 37.27 8.27 9.13 -5.06 6.86 12.63 -7.35 28.38 -0.39 3.37 -6.78 16.78 6.48 8.73 7.05 12.45 8.21 8.73 7.05 3.37 -6.78 41.16 6.48 6.77 -9.53 7.18 0.89 7.18 0.89 8.73 7.05 28.38 -0.39 11.87 -4.15 27.27 -7.50 3.37 -6.78 43.16 -5.61 23.58 6.48 8.27 -5.06 13.50 -0.39 16.30 0.19 8.27 -5.06 27.27 -7.50 19.51 6.48 8.73 7.05 3.37 -6.78 10.49 -9.17 38.38 6.48 8.73 7.05 36.90 -0.37 Appendix B Transportation Demand Management Plan BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN City of Carlsbad, California ~ . ,, (r)i ;J,~y::cr ··mn~~ %-,fl"~~-~~··· -~ ,~-·•--:='- •:.. r,,.JJ . I ,. l I ' I i! .t .,· ':.·. I -I =,ml " --· l ;•:-· ~1 _-·;:_),(,;_::_,-<· :._,. i -·~;,i~;):r<·; ·-r . . -.... ~ . . I I I ·-,. , .•:·,: . {--,' .', (.. ~.-.t: '.'.·/ ~, ' J ~, .I <s, , ( ,-) I • ' • ; -~ -_I_ -!=·~ • : . ·. ~: :./" I ·-.-,•.-·-· . . -~"'°'-"41-·.mi~ ~=.a um engine~ring group, me. ,, ... .. .. .. .. ... ... ... ... .. .. .. .. .. .. .. ... .. ,. .. .. .. ... .. .. r:,-rJ 1n11n11rinu I.U.U uroup, Inc. trs1Hic enqineminq & di?t-1(117 trrm-sp1rrt,1tHHl pLanrn11q acnu:~t1c~1: t~cgmeerinu a,r qual,tv & gl1q BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN City of Carlsbad, California RKl 5761.doc JN: 2742-2019-01 Prepared for: COMMERCIAL DEVELOPMENT RESOURCES 4121 Westerly Place, Suite 112 Newport Beach, CA 92660 Prepared by: RK ENGINEERING GROUP, INC. 4000 Westerly Place, Suite 280 Newport Beach, CA 92660 Rogier Goedecke President Elias Bandek, E.1.T . November 16, 2020 4000 piact:, ste ,?SO rn:v,mort!wr1•,;.i1, G i'l49) 474 Jc\O'J @ rh,fJJHlt8fC0m .. .. .. .. ... .. ... .. .. .. 111111 .. ---.. ... ... ... ... .. 1111111 .. ... ... ... .. ... .. .. .. ... .. ... Table of Contents Section Page 1.0 Introduction........................................................................................... 1-1 2.0 Transportation Demand Management Plan Elements.......................... 2-1 2.1 Required Base Strategies 2.2 Infrastructure Strategies 2. 3 Non-Infrastructure Strategies 2.4 Monitoring and Reporting 2-1 2-2 2-4 2-6 3.0 Alternative Transportation and Work Schedules.................................. 3-1 3.1 Alternative Transportation 3.2 Alternative Work Schedules 3-1 3-4 ... .. .. ... ... .. .... .. .. .. ... ... .. .. -... -.. .. ... .. ... 111111 .. .. ... .. 111111 ... .. ... .. List of Attachments Exhibits Location Map .......................................................................................................... . Site Plan ................................................................................................................. . TDM On-Site Recommendations .............................................................................. . Existing Bus Stops .................................................................................................... . City of Carlsbad General Plan Bikeway Master Plan .............................................. . Appendices A B C D E Tier 2 & 3 TDM Plan Template for Non-Residential Projects........................................ A North County Transit District (NCTD) Bus System ...................................................... . B -... .. .. .. .. .. .. .. .. ... -.. -.. .. ... .. - ... ... ... ... ... -.. ... .. .. ... ... ... ... .. 1.0 Introduction The proposed BMW of Carlsbad dealership project consists of approximately 69,161 square feet of automobile sales (dealer & repair). The project site is currently in use by approximately 28,904 square feet of automobile sales (dealer & repair) and automobile repair center. The proposed project is located at 1060 Auto Center Court (southwest corner of Car Country Drive and Cannon Road), in the City of Carlsbad. The project is proposing to provide a total of 309 parking spaces, including 49 employee spaces, and will employ 133 full-time employees. A location map and site plan are provided in Exhibits A and B, respectively. A TDM Plan Template for the proposed BMW of Carlsbad dealership 1s included in Appendix A. Proposed Tenant The proposed development will be occupied by the BMW of Carlsbad dealership. Besides normal car dealership operations, the tenant also includes some retail and car repair operations. The development would employ 133 full-time employees with the following breakdown: Service Employees: Parts Employees: Sales Employees: Wash/Detail Employees: 65 8 55 5 1 -1 TDM Plan & Objectives For t he purposes of the TDM Plan, employee average dai ly trips are calcu lated using the table below : Use Employee ADT for Employee ADT per first 1,000 s.f. 1,000 s.f. thereafter Office -all uses 13.0 13.0 Restaurant 11 .0 11 .0 Retail 8.0 4.5 Industrial 4.0 3.5 Manufacturing 4.0 3.0 Warehousing 4.0 1.0 The proposed project falls under Reta il, resulting in t he following trip calcu lation: First 1,000 (69,161-1,000) * 4.5 Total 8 trips 307 trips 315trips The project is forecast to generate approximately 3 15 em ployee average daily trips . As a result, the City of Carlsbad is requesting a Tier 3 TDM Plan per Section 2.2 of the City of Carlsbad Transportation Demand Management Handbook, which outlines the TDM tiered requirements in the following table: Employee ADT New Development Tenant Improvement < 110 Exempt 11 0 -220 Tier 1 Tier 1 221 -275 Tier 2 Tier 2 >275 Tier 3 Tier 2 1-2 -... ... ... .. .. ... ... ... .. ... .. .. .. -... .. h ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. In order to reduce traffic to and from the site, the City of Carlsbad has requested the project create a Transportation Demand Management (TOM) plan. The TOM plan will provide the future occupants of the building with additional transportation options in order to reduce vehicle trips and VMT (vehicle miles traveled). RK utilized the City of Carlsbad Transportation Demand Management Handbook, June 2019 as a reference for guidelines and recommendations pertaining to City approved TOM strategies as part of this analysis . The primary objective of this TOM plan is to reduce the number of SOV (single occupant vehicle) employee trips to and from the project site. In order to reduce the amount of vehicular traffic, the number of people driving alone to the building can be reduced by diverting a portion of employees to alternative modes of transportation. Common vehicle trip reduction strategies include walking, public transit, bicycle, carpool, vanpool, monetary incentives, etc. A successful TDM plan incorporates many strategies which can facilitate convenient access to transit; provide a pedestrian-friendly environment, promote non- automobile travel and can support the goals of a trip reduction program. The location of the proposed project allows the employees to take advantage of the existing network of public transit and multi-use trail offerings. The City of Carlsbad offers extensive public transit and multi-use trails. The BMW of Carlsbad development is proposed to be located in the southwest corner of the Car Country Drive/ Cannon Road intersection . As a result, the project can utilize existing public transit services with two (2) bus stops located within a mile of the site. Class II Bike Lanes are also conveniently provided near the proposed project site. Based on the City of Carlsbad General Plan Bikeway Master Plan, bicycle and pedestrian facilities are planning to continue to expand in the future near the project site . 1-3 ... .. .. .. .. .. .. .. .. 111111 111111 .. ... .. ... ... .. ... .. .. ... .. .. .. ... ... ... .. 111111 ... ... ... ... .. ... 2.0 Transportation Demand Management Plan Elements Transportation Demand Management is the use of strategies to make more efficient use of existing transportation facilities in order to reduce traffic congestion and air pollution. This includes strategies to increase the vehicle occupancy (the number of occupants per vehicle) during the AM/PM peak hour commutes, diverting drivers to alternative transportation, and reducing lunchtime vehicle trips. This involves providing opportunities to reduce driving alone and providing incentives for alternative modes of transportation. The number of employee average daily trips (> 275 trips) the proposed BMW of Carlsbad dealership is forecast to generate lends itself to Tier 3 TOM requirements, per the City of Carlsbad TOM Ordinance, which are the following: • Three (3) required base strategies yielding 4 points; • Selection of infrastructure improvements and non-infrastructure programmatic strategies yielding an additional 14 points; and • Agreement to adhere to monitoring and reporting requirements . A Tier 3 TOM Plan requires a total of 18 points . 2.1 Required Base Strategies The three (3) required base strategies and their corresponding associated points are the following: 1. Designated Transportation Coordinator (TC) 2. New Hire Transportation Information 3. Citywide TOM Program Each of the above strategies are described below . 2-1 1 point; 1 point; and 2 points. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. ... .. ... .. ... .. .. .. .. .. .. .. ,,,. .. .. .. Designated Transportation Coordinator (TC) All developments subject to the TDM ordinance are required to designate an on-site transportation coordinator responsible for ensuring that infrastructure is maintained, policies and programs are implemented, and amenities and partnerships are maintained as described in the approved TDM Plan and otherwise ensuring compliance with City of Carlsbad TDM Plan requirements. This requirement is indefinite and must be in place prior to issuance of the certificate of occupancy. If a property changes hands or a new property manager is hired, a new TC must be designated. Up-to-date contact information for the TC must be on file with the city of the life of the building . New Hire Transportation Information All developments subject to the TDM ordinance are required to ensure that transportation options information is distributed to new employees during the hiring and orientation process . Citywide TOM Program All developments subject to the TDM ordinance are required to meet with the citywide TDM programs outreach staff on a regular basis (at least annually) and participate in at least one event held by the citywide TDM program (if available) . 2.2 Infrastructure Strategies The following is a list of applicable infrastructure strategies to this development, and their corresponding associated points, that the tenant can select in order to reach the total of eighteen (18) points required . 1 . 2 . 3. 4 . 5. Covered Bike Parking Public Bike Racks Bicycle Repair Station CarNanpool Parking Car Share Vehicle Parking 2-2 1 point; 1 point; point; 2 points; 1 point; .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 111111 ... ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. 6. End of Trip Facilities 7. Passenger Loading Zone Each of the above strategies are described below . Covered Bike Parking 1 point; and 1 point. Provide a secure, weather-protected bike cage with four (4) bicycle spaces for long-term employee parking. The bike cage will be located along the west side of the building . Public Bike Racks Provide two (2) public bike racks with ten (1 O) bicycle spaces each for all bicyclists, including retail customers and visitors. The bike racks will be located along the west side of the building. The type of bike rack will be selected utilizing the guidelines specified in Essentials of Bike Parking (Revision 1. 0, September 2015) . Bicycle Repair Station Provide a designated space for bicycle repair with on-site tools. The bike repair station should include repair stands, air pumps, and other tools and resources to quickly repair a bike. The bike repair station will be located inside the building, in the southwest corner . Employees can access the repair station by cutting through the service canopy on the south side of building, or via the parking lot. CarNanpool Parking Provide preferential parking for car/vanpool vehicles that is close to the building entrance, covered, or otherwise preferable. The property manager must have an enforcement policy in place to assure the spaces are used only by carpoolers and vanpoolers. Three (3) parking spaces (5% of the total 49 employee parking spaces) will be provided be available for car/vanpool parking. The number of spaces designated can fluctuate based on demand, but at no point can be less than 1 %. If the number of assigned spaces is less than 5% of total spaces, the property manager must notify tenants of the availability of additional 2-3 - .. .. .. .. .. .. -.. .. -.. .. -.. -.. .. .. .. .. .. .. .. .. .. ... .. .. .. spaces at least twice per year. Should car/vanpool parking demand exceed supply, the property manager must have a plan to convert additional parking spaces to car/vanpool only parking . Car Share Vehicle Parking Provide one (1) preferential parking space for car share vehicles that is close to the building entrance, covered, or otherwise preferable. One (1) car share vehicle will be provided through contract with a third-party vendor (i.e. Zipcar) and available to employees for mid- day trips . End of Trip Facilities Provide a shower/locker room for employees who use active transportation to get to work . There will be a total of three (3) showers and six (6) lockers. The shower/locker room will be located in an employee-only area within the building. Passenger Loading Zone Provide three (3) designated passenger loading spaces for passenger drop-off that includes shuttle, microtransit, and/or ride-hailing pick-up/drop-off. The passenger loading spaces will be located near the project access driveway at the cul-de-sac of Auto Center Court . The above infrastructure strategies are graphically shown on Exhibit C. 2.3 Non-Infrastructure Strategies The following is a list of applicable non-infrastructure strategies to this development and their corresponding associated points that the tenant can select in order to reach the total of eighteen (18) points required. Non-infrastructure strategies include programs, policies, partnerships and on-site amenities that help reduce single-occupancy trips to the site. 1. Car Share Vehicle 2. Real-Time Travel Information Screens 2-4 1 point; 1 point; ... .. .. ... .. .. .. .. .. .. .. .. ... .. .. .. .. -.. ... .. ... .. ... .. -.. .. .. ... .. .. .. ... .. ... .. 3. Ride-Matching Services 4. Marketing and Outreach 5. Alternative Work Schedules Each of the above strategies are described below . Car Share Vehicle 1 point; 4 points; and 1 point. Provide one (1) car share vehicle through contract with a third-party vendor (i.e. Zipcar) and maintain available to employees for mid-day trips . Real-Time Travel Information Screens Provide displays in building lobby that show real-time information about alternative travel options. This can include arrival and departure times of area transit services, the location of nearby micromobility devices, carshare vehicles, and other travel options . Ride-Matching Services Promote a citywide ride-matching software implemented by the City that will be available to property owners and employers . Marketing and Outreach Provide a marketing and outreach component to educate commuters about the transportation programs and services available to them and to encourage sustainable travel choices. The City provides support to employers with implementing marketing programs and activities. This strategy will include the following: • A public website page accessible to employees and visitors, to learn about the different transportation services and options available when traveling to, or from the site . 2-5 ----- -----.. .. .. .. Ill .. .. -.. ------.. -.. - ... -.. .. .. - • A printed community map that shows area businesses, parks, community centers, transit routes/stops, and bike paths/routes, with a scale based on travel time rather than distance. • The sale of transit passes on-site at the receptionist in the building lobby, as a service for employees to conveniently purchase their monthly transit passes. Passes can be sold at a discounted price for employees as an incentive. • A program that tracks employee commute trips and recognizes top sustainable commuters monthly with prizes. This will also draw in new participants and encourage on-going sustainable participation . • An annual social event (i.e. barbecues, food trucks, movie screenings) for employees where they can learn about the available travel options and interact with their neighbors and fellow employees . • A transportation kiosk located in the building lobby that includes the community map and other transportation resources, such as bus timetables . Alternative Work Schedules Implement an alternative work schedule program that allows eligible employees to work a compressed work schedule. Eligible employees will have the option to choose from the following: • Four (4) 10-hour days per week; or • 80 hours in nine (9) days every two weeks. The proposed Tier 3 TDM Plan yields a total of 20 points (18 required) . 2.4 Monitoring and Reporting All development projects that are subject to a TDM Plan are required to begin to monitor the alternative mode share of commute trips to the site through employee surveys within 12 months of reaching 75% occupancy or within 18 months of initial occupancy, whichever occurs first, per Section 2.7 of the City of Carlsbad Transportation Demand 2-6 --.. -.. .. ---.. .. .. .. .. .. ... -... ---.. -... .. -.. .. .. .. .. .. .. .. .. Management Handbook. To facilitate and standardize the process, the City of Carlsbad will provide a survey template and instructions for the data collection and reporting. 2-7 ... .. .. .. .. .. ... ... .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. 1111 .. 1111 3.0 Alternative Transportation and Work Schedules The following TDM Plan contains interrelated strategies to make each element more effective. These strategies include (1) Promoting alternative transportation, and (2) Allowing alternative work schedules. They are described in detail below . 3.1 Alternative Transportation A key to getting staff to use alternative transportation is informing and educating employees about the availability and benefits of alternative transportation modes. This educational and promotional function is the responsibility of the Employee Transportation Coordinator (TC), who should provide the following information and services to the tenants as described below. Public Transit Options The location of the project site along Cannon Road makes the site easily served by public transit. Currently, bus and rail transit services operate nearby and may be possible commute options for tenants of the building . Public transit use is the most ideal of the TDM strategies. It is a total removal of a vehicle trip from the roadways and the need for a parking space, rather than merely shifting the time of a vehicle trip. Making public transit services more readily available to the employees of the site would allow the employees more opportunity to take advantage of public transit to get to work. Utilizing public transit would also reduce parking demand and traffic impacts . Using public transit also results in savings to people who start using it. They save money on fuel and the mileage on their cars. Additionally, they also gain time to use when riding public transit to read, sleep, or work . 3-1 .... ... ... .. ... .. ... .. ... .. ... .. ... ... .. ... ... .. ... .. ... 11111 ... .. .. 11111 .. 11111 ... .. -1111 Bus Services The Breeze Bus System in the City of Carlsbad is provided by the North County Transit District (NCTD). With thirty (30) routes, this public transit bus service runs on major arterial and collector streets in North San Diego County. Each route runs at approximately half- hour intervals. The NCTD Bus System is included in Appendix B . Breeze route 444 is the bus line that operates in the vicinity of the project site, as shown on Exhibit D. Route 444 has four (4) bus stops nearby, and their locations are briefly described below . 1. Bus Stop # 22829 is located on the west side of Amada Drive just south of Fleet Street North . 2. Bus Stop # 22828 is located on the east side of Amada Drive just north of Fleet Street North 3. Bus Stop # 24379 is located on the north side of Cannon Road between Legoland Drive and Grand Pacific Drive . 4. Bus Stop # 24378 is located on the south side of Cannon Road between Legoland Drive and Grand Pacific Drive . Route 444 provides a connection to the Coaster commuter rail service via Faraday Ave. and Rutherford Rd. Route 444 operates Monday-Friday from approximately 7:14am -9:14am going northbound from the Carlsbad Poinsettia Coaster Station, and from approximately 4:39pm -5:39pm going southbound towards the Carlsbad Poinsettia Coaster Station. Route 444 offers two (2) trips in the AM hours and two (2) trips in the PM hours. Route 444 facilitates transit to employees from the Carlsbad Poinsettia Coaster Station to the work site in the morning, and from the work site to the Carlsbad Poinsettia Coaster Station in the afternoon . 3-2 ... ... .. .. .. .. ... ... .. ... .. .. .. .. .. ... .. ... ... .. ... .. ... ... .. .. ... .. .. .. .. .. ... .. -- The project should provide bus service maps and information to both its guests and employees to further promote the use of local transit . Train Service The NCTD provides public trains service through the Coaster Commuter Rail and Sprinter Hybrid Rail for longer distance commuters. Access to the Coaster and Sprinter train stations is provided via Breeze bus routes, as described below . The Coaster Commuter Rail runs along a scenic coastal north-south path through San Diego County, serving eight (8) stations between Oceanside and downtown San Diego . More than twenty (20) trains run on weekdays, with additional service on the weekends . The closest station to the project site is the Carlsbad Poinsettia Coaster Station, approximately 2-3 miles from the site, which can be accessed from the project site via Breeze Route 444 . Similarly, the Sprinter Hybrid Rail runs east-west for twenty-two (22) miles along the Highway 78 corridor. The Sprinter serves fifteen (15) stations and connects Oceanside, Vista, San Marcos, and Escondido. The closest stations to the project site are the Oceanside Transit Center, which can be accessed from the project site via Breeze Route 444 and the Coaster Rail; and the El Camino Real Station, which can be accessed from the project site via Breeze Routes 444 and 309. Both stations are approximately 6-7 miles from the site . Motorcycle and Bicycle Use Although the automobile is the most common type of vehicle used for commuting in Southern California, other vehicle types exist that accomplish the same purpose with much less traffic and pollution impact. Currently, the motorcycle and bicycle are the vehicle types that have the narrowest profile of all vehicles and cause the least traffic impact. Motorcycles provide the same amount of mobility cars provide yet produces low traffic and parking impact. They occupy less than half the space of a car, even less compared to a sports utility vehicle (SUV). In traffic, a motorcycle easily bypasses traffic congestion due to 3-3 --.. --.. .. .. .... .. ... .. .. ... ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. Ill its small size. Parking has traditionally been designed for automobiles since motorcycles are not a primary means of transportation, thus no motorcycle parking is usually provided for new developments. Although motorcycles have some drawbacks compared with an automobile, growing congestion in the region may make motorcycle use more desirable . Biking should be encouraged since it is has low traffic impact, is non-polluting and healthy for the commuter. Southern California is particularly well suited for bicycle commuting due to its temperate climate, and research has indicated that a commute distance of 1 to 7 miles can easily be done on a bicycle. In addition, all Breeze System buses have bike racks, making bike commuting very convenient and extend the range of a bike commuter. Bikeways have also been implemented throughout the city, which make bicycling safer and more convenient. The closest bike facility to the site is the bike lane along Cannon Road. The City of Carlsbad General Plan Bikeway Master Plan is shown on Exhibit E . 3.2 Alternative Work Schedules "Alternative work schedules" is a Transportation System Management strategy that shifts the arrival and departure times of employees out of the peak commute hours, allowing drivers to avoid peak hour traffic. However, this is a strategy that merely shifts traffic away from the peak rather than eliminating traffic demand. This allows people to continue driving instead of using public transit when it is the most effective and attractive, particularly for express commuter services. Allowing alternative schedules also reduces the potential for carpooling . Several types of alternative schedules exist, including a shifted early or late 8-hour schedule in a regular five-day week, or a compressed workweek, which can encompass the following: • "9/80 schedule": a schedule of 9 working days of 80 working hours in two weeks, where an employee works 9-hour days for 8 days and an 8-hour day which allows alternate Fridays (or any other chosen weekday) off for the employee . 3-4 ... ... .. .. ... .. .. ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... ... ... .. .. Ill Exhibits Le end: D = Project Site J N Exhibit A Location Map 27-42-2019--01 um ------BMW OF CARLSSAD TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Carlsbad, CA engine~ring group, me. I N 27'12-2019--0 I BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Carlsbad, CA um Exhibit B Site Plan engine~ring group, me. passenger pie N 27-42-2019--01 / ~ j /vanpool parki Exhibit C TDM On-Site Recommendations x""" \1 I .I ~ y -' :/ ✓ ~~.. ~' BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Carlsbad, CA Cim engine~ring group, me. J N 2742-2019-01 Le end: D = Project Site • = Existing Bus Stop = Bus Route BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Carlsbad, CA Exhibit D Existing Bus Stops um engine!ring group, me. Pacific Ocean !aJ.atJng Blktiwaya -Bke Peth· Class I -Bia! l.8ne-C""'511 --Bike Route -Class Ill Prop<>Md Blk-•)'& '""" llko Path -Claoe I •••• Bke Lene -Cla&S II ••• •• 8ke Route. Claia IN C Schools * Po'lce Station • Fire Station A Civic/Comm. Cir. II Ubra,y II Co811or Station Pe<l<a LJ C&rlabod City UmlA --Eld&ting Unpeved Open Spac:eTrall O o.i., o.~ -• F..Cun, Unpaved Tral ~ -Eidstlng Paved Open SPflCC TreN Decemoer 2007 J N 27-42-2019-0 I Exhibit E City of Carlsbad General Plan Bikeway Master Plan BMW OF CARLSBAD TRANSPORTATION DEMAND MANAGEMENT PLAN, City of Carlsbad, CA um engine,ring group, me. -... ... -.. .. .. ... ... .. .. .. .. 111111 .. ... .. ... 11111 .. .. .. 11111 .. .. ... Appendices -.. .. .. ... ... ... .. ... ... ... ... -.. ... ... --... ... ... ... ... ... .. ... ... .. .. .. ... .. ... .. .. .. .. Appendix A Tier 2 & 3 TDM Plan Template for Non-Residential Projects -... .. ... -.. .. -.. .. ... --.. .. -.. -... .. ... ... .. ... ... ... .. .. ... .. ... .. .. .. C Carlsbad TDM Handbook TDM Plan Templates for Non- Residential Projects ... .. ... ... .. ... ... .. -.. -... .. ... ... -... .. .. .. .. ... .. .. .. .. .. .. ... .. .. Carlsbad TDM Handbook (city of Carlsbad California Tier 2 and 3 TDM Plan Template for Non-Residential Projects City of Carlsbad 1200 Carlsbad Village Dr. Carlsbad, CA 92008 How to Use this Document: Non-residential developments that meet trip generation thresholds specified in the city's TDM Ordinance must submit a TDM Plan. This template applies to projects identified as Tier 2 and Tier 3 projects. • The average new development is required to submit and implement a TDM plan that achieves 18 points. The average redevelopment/tenant improvement is required to submit and implement a plan that achieves 9 points. The Carlsbad Transportation Administrator (TA) is available to support developers with TDM Ordinance compliance and completion of your plan. To get started or for questions, please contact: Jennifer Horodyski at (760) 602-2747 or via email at Jennifer.horodyski@carlsbadca.gov. The process for non-residential development is outlined graphically below. The TDM plan process is organized into two separate parts: 1. All developments subject to the ordinance must submit Part I: Project Background, Existing Conditions and Infrastructure TOM Strategies of the TOM plan prior to building permit issuance . 2. Part II of the TOM Plan consists of non-infrastructure strategies and must be submitted and approved prior to occupancy. Build-to-suit projects and tenant improvements may submit Part II along with Part I prior to building permit issuance . Lastly, all developments are required to begin to monitor the alternative mode share of commute trips to the site through employee surveys within 12 months of reaching 75 percent occupancy or within 18 months of initial occupancy, whichever occurs first. Developments with multiple buildings or phases are required to conduct employee surveys within 12 months of reaching 75 percent occupancy of the first building or within 18 months of initial occupancy of the first building, whichever occurs first. For more detailed information please refer to section 2, Non-Residential Developer TOM Plan Guidelines within the TOM Handbook . Carlsbad TDM Handbook Bu Id to JU t or Ten nt lmp.rovem.ent Infrastructure Part 2: Non Infrastructure & lmplementanon (m•y be completod anyt,me pnor to pre•o«upancy Inspection) Ongoons Employee Commute Survey & Report (every 2 y.!ars) Build to spe<: Ongoing Employee Commute Survey & Report (every 2 years) developer deliverable 0 er tion rv Infrastructure Ongoing Employee C.ommute Survey & Rt>port (every 2 years) • city approval .. .. .. .. ... .. ... .. ... .. ... .. -... .. .. ... ... ... .. .. .. .. ... ... ... .. Carlsbad TDM Handbook PART I: Project Background, Existing Conditions and Infrastructure TOM Strategies Submission Date: This section must be completed prior to building permit issuance and updated prior to occupancy as needed . SECTION I: Developer Profile Developer Name: AN Motors of Ft. Lauderdale, Inc., A Florida Corporation Property Manager Name: Developer Mailing Address: Cliff Powell 200 SW 1st Avenue Number Street Ft. Lauderdale FL City State 14th Floor Suite 33301 Zip Code Primary Contact: Cliff Powell Email, PowellC1@AutoNation.com Phone: 954-769-4356 SECTION II: Project Information Project Name: Carlsbad BMW Permit Number: SDP 2019-0005, CDP 2019-013, DEV 2018-0198 Project Address: 1060 Auto Center Court Number Street Sui1e Carlsbad CA 92008 City State Zip Code Project Interim Transportation Coordinator 00 Developer agrees to provide an Interim Transportation Coordinator responsible for ensuring the infrastructure is developed as agreed upon with the City of Carlsbad, development and execution of TOM Plan requirements, and transitioning Transportation Coordinator duties to new owners or property managers upon occupancy. Provide name, title, and contact information. This individual may be the primary contact listed above or the ro ·ect. 1 owe , o s uc 10 954-769-4356 PowellC1@AutoNation.com Carlsbad TOM Handbook Land Use and Area Complete the chart below to include each non-residential use, gross floor area and expected number of employees allocated to each use. Land Use GFA Employees H-0 Hospital C-1 Neighborhood Commercial C-2 General Commercial 69, 161 133 C-T Commercial Tourist C-M Heavy Commercial C-L Local Shopping Center 0 Office V-R Village Review L-C Limited Control M Industrial P-M Planned Industrial Automobile Parking Automobile Parking Total Surface Parking Spaces Structured Parking Spaces 69,161 Existing # of Allocated Spaces 133 Proposed # of Allocated Spaces Proposed # of New Parking Spaces 108 201 ... .. .. -... .. .. .. --.. -... -... ... -... -... -... .. ... .. ... .. .. ... ... .. .. .. Carlsbad TDM Handbook SECTION Ill: Existing Conditions & TOM Context Complete the following section to establish existing conditions and TDM context. Relevant Existing TDM Infrastructure Network Please provide a brief discussion or map that describes the alternative transportation in/i"astructure available that serves the project site. Include thefi1llowing items: • Pedestrian infrastructure adjacent ta the side (e.g. sidewalks, nearby crosswalks or signalized crossings) • Bike infrastructure by type (e.g. Class/, II, or Ill) adjacent to the site • Transit or shuttle services serving the site with a stop/station within a¼ mile (or a 5-minute walk) -Class II bike lane along Cannon Road adjacent to the site. -Pedestrian sidewalks along Car Country Drive and Auto Center Ct that connect to the site. -Pedestrian crosswalk on intersection adjacent to the site . See report for details . Relevant Project-Specific TOM Infrastructure (Tenant Improvements Only) Please provide a brief discussion and site plan describing the onsite TDM infrastructure current(v available: • Number of public bike racks and approximate location with regards to building entrance • Average utilization of bike racks (in %} • Number secure bike racks (specify whether in bike cage, bike room or bike lockers) • Average utilization of bike racks (in %) • Number of designated carpool/vanpool spaces and location with regards to building entrance • Average utilization of carpool/vanpool spaces (in%) • Any other infrastructure or services available to property tenants that encourage the use of public transit, carpooling, vanpooling, walking and biking, such as a bike repair station, an onsite shelter or waiting area for buses or shuttles, etc . Not applicable . ""' ... .. .. .. 1111 ... .. ... ... ... ... ... .. ... ... .. 1111 -.. ... .. .. .. .. .. .. ... ... ... .. Carlsbad TDM Handbook Environmental In the box below, please provide maps o(the relevant topographical and experiential conditions that will influence travel behaviors to the project site. At a minimum, provide the.following: • A Google map with terrain view and bike lanes showing approximately a 2-mile radius around the site • Photos ( or street view screenshot) of the roads adjacent to the property • If relevant, discuss additional environmental aspects that may impact use of active and alternative transportation, such as traffic speeds, pedestrian safety, lighting, etc.) -Prima facie speed limit on Cannon Road adjacent to site is 50 MPH, however there is a Class II Bike Lane and street lighting for bicyclists . -See report for bikeway system in the vicinity of the site . Project-Specific and/or Nearby Amenities Count and report the number olproject-specific and neighboring amenities onsite or within a 5-minute walk ( I /4 mile) olthe project site and provide map. • Report the number of amenities or establishments by type. Include number of food establishments, child- care facilities, fitness/healthcare facilities and other relevant services such as dry-cleaning that can impact trip generation. -Restaurant and Retail land uses approximately 1/2 mile south of the site . Anticipated Workforce and Commute Patterns The makeup of'the existing or anticipated workfi>rce will help shape the approach to TDM.fi-,r a given site. Include the_f()l/owing: • Existing or anticipated commute hours based on shifts or typical work hours • Existing or anticipated percentage of part-time employees • If available, any existing commuting information, such as the percentage of employees using different commute modes and the average commute distance . 1111 .. 1111 11111 -.. ---.. -.. .. ... .. -.. ... .. - - -.. .. .. ... .. Carlsbad TOM Handbook -133 full-time employees projected. (65 service, 8 parts, 55 sales, 5 wash/detail) SECTION IV: Infrastructure TDM Selections The developer will work with the TA to determine infrastructure strategies applicable to the site and the appropriate placement of TDM infrastructure . Please reference Table 2-4 Menu of TDM Strategies, Part I: Infrastructure found in the Non- Residential Developer TDM Plan Guidelines within the TDM handbook for infrastructure strategies and points. An average new development is required to achieve a total of 18 points while a redevelopment/tenant improvement is required to achieve 9 points. Required strategies add 4 points towards the total required number of points. New developments must achieve a minimum of 6 points through infrastructure strategies unless otherwise agreed upon with city staff. Tenant improvement projects are eligible to achieve all required points in Part II. In case of a tenant improvement, if the tenant has access to any infrastructure amenity below, the tenant can claim that amenity in their plan unless that amenity does not meet minimum standards or is, on average, fully utilized, such as two carpool spaces that are both occupied on most weekdays. The capacity of an existing infrastructure amenity will need to be evaluated at the time the strategy is proposed. Points not earned through infrastructure strategies will be expected to be earned in Part II. Reference Part II strategies to ensure that the appropriate infrastructure is selected to support desired amenities or programs . Infrastructure strategies must be selected and approved prior to building permit issuance. Programmatic strategies in Part II may be submitted after the building permit has been issued, but must be approved prior to occupancy. Check the box to the left of the strategy to include it in the plan. Provide information as requested in the box below the strategy and indicate the points requested for the strategy, using the handbook as a guide. For strategies with a range of points, work with the TA who will assist in determining the appropriate number of points based on the unique context of the site and the proposed project. Refer to the Carlsbad TDM Handbook for details about each strategy. -.. -... ---.. .. -.. --.. -- ... .. ... - ... .. .. 1111 .. .. .. ... 1111 ,.,. 1111 Carlsbad TOM Handbook 00 Covered Bike Parking Points Requested: 1 Indicate the number of'secure, long-term bike parking spaces to be provided, hmt· they will be accessed and where thev will be located on the project site. Jf'practical, include location on the site maJJ. Provide a secure, weather-protected bike cage with four (4) bicycle spaces for long-term employee parking. The bike cage will be located along the west side of the building . See report and Exhibit C for details. 00 Public Bike Parking Points Requested: 1 Indicate the number of'short-term spaces and the type of bike rack to be provided and v,:here they will be located on the project site. lf'practical, include location on the site muv. Provide two (2) public bike racks with ten (10) bicycle spaces each for all bicyclists, including retail customers and visitors. The bike racks will be located along the west side of the building. See report and Exhibit C for details. 00 Bicycle Repair Station Points Requested: 1 Describe what items \\'ill be included in the bicvcle repair station and where it will be located within the project site . Provide a designated space for bicycle repair with on-site tools. The bike repair station should include repair stands, air pumps, and other tools and resources to quickly repair a bike. See report and Exhibit C for details. D Micromobility Parking Points Requested: Indicate where micromobili(r parking .1pace (or interim bike racks) will be located on the project site. If' practical, include location on the site map . Not applicable . ------.. 11111 ... .. -.. ... .. 11111 .. .. .. .. ... .. .. .. ... 11111 ... 11111 ... .. .. .. .. Carlsbad TOM Handbook D Transit Shelter Additions or Improvements Points Requested: Describe the location oltransit stops and what tvoes oladditions/improvements are beinf!. proposed. Not applicable . Kl Preferential Parking for CarN anpools Points Requested: 2 Indicate the number olcarpool and vanpoo/ reserved spaces to be provided and where they will he located on the Jroiect site . Provide preferential parking for car/vanpool vehicles that is close to the building entrance, covered, or otherwise preferable. A total of three (3) car/vanpool parking spaces will be provided. See report and Exhibit C for details. lXl Parking Spaces for Car Share Vehicles Points Requested: 1 Indicate the numher of reserved spaces to be providedfor car share vehicles and where they will be located on the pro;ect site . Provide one (1) preferential parking space for car share vehicles that is close to the building entrance, covered, or otherwise preferable. See report and Exhibit C for details . -.. .. --.. .. --... ... .. -... .. .. ... ... .. .. ... ... ... .. ... ... .. .. Carlsbad TOM Handbook IZI End of Trip Facilities Points Requested: 1 indicate the numher of showers and chanf!,inf!, rooms and where thev will he located on the site/bui!clinf!, plan. Provide a shower/locker room for employees who use active transportation to get to work. There will be a total of three (3) showers and six (6) lockers. The shower/locker room will be located in an employee-only area within the building. See report and Exhibit C for details. D On-site Amenities Points Requested: Discuss the on-site amenities that will be located at the development and explain how these offerings will mitigate trips rather than serve as trip-generators. Discuss discounts availahle to tenants 1[ applicable. Provide a map showing the location of these amenities. Not applicable . D Bicycle and Pedestrian Connections Points Requested: Provide a map showinf!, proposed pedestrian and hicvcle in/i"astn1ct11re and connections to existinz fc1cilities . Not applicable . ---... .. -.. --- .. .. .. - ... .. ... .. .. ... ... .. ... .. .. .. Carlsbad TOM Handbook [X[ Passenger Loading Zone Points Requested: 1 Describe location of and denote loaclinz zone on buildinz/site plan . Provide three (3) designated passenger loading spaces near the westerly access driveway on Auto Center Court for passenger drop-off that includes shuttle, microtransit, and/or ride-hailing pickup/drop-off. See report and Exhibit C for details. D Innovation (Infrastructure-Based) Points Requested: Describe the stratezv and discuss how it will lead to reduced sinz/e-occupancv vehicle trips to and from the site. Not applicable . ---... .. -,.. ... II""' ""' ... .. ... ... ... ... --.. -.. -.. -.. -.. .. .. ... .. .. ... ... ... 1'1Tlf h' Carlsbad TOM Handbook SECTION V: Authorization for Building Permit Issuance By signing below, Developer certifies that the information provided in this document is complete and accurate. By signing this document, a developer is committing to build/provide the infrastructure strategies identified in this document. Failure to provide the identified infrastructure may result in a building not obtaining an occupancy permit until such infrastructure is constructed or other commitments are made to reduce vehicle trips by an amount equivalent to the trips that would have likely been reduced by constructing and providing the listed infrastructure strategies. The developer also acknowledges that commitments to implement additional TOM strategies and monitor and report on those strategies must be made prior to occupancy. These commitments can be made by completing Part II of this document and obtaining subsequent approval of the proposed strategies and monitoring plan . [E:::~:::::.: ~~pevelo~r_D~r~~:~~7~~t, --· _ .... Name and Signature of Pro(!er!Y Owner {if different from above): f ~rinted i.a~e .. ~ = f Signat~re •. --· . _ _ -Date __ J ~al_!le and Signature of City of Carlsbad Representative: f Printed Name Signal~rc ---· _ . _ j [)ate _ - -.. - ... ... .. .. ... .. .. .. .. -.. ... ... .. ... ... .. .. .. .. .. ,. .. .. -... .. Carlsbad TOM Handbook PART II: Non-Infrastructure TOM Strategies, Implementation and Monitoring Plan Submission Date: This section must be completed and approved prior to occupancy . SECTION I: Non-Infrastructure TOM Selections The developer will work with the TA to determine strategies applicable to the site . Please reference Table 2-5 Menu of TDM Strategies, Part II: Non-Infrastructure found in the Developer TDM Plan Guidelines within the TDM handbook for relevant infrastructure strategies and points. It is expected that Part II will contain a sufficient number of strategies to earn the remaining required points not earned through infrastructure strategies. A total of 18 points is required from Part I and Part II combined for new developments and 9 points for redevelopments/tenant improvements. Required strategies add 4 points towards the required total. The non-infrastructure strategies are organized into the following categories: amenities, policies, developer/employer programs, employer programs, partnerships and innovation. A well-rounded, effective and sustainable TDM plan should include strategies from multiple categories and be applicable to the anticipated workforce and commute patterns . Check the box to the left of the strategy if it will be included in the development. Provide information as requested in the box below the strategy. Additionally, indicate the points requested for the strategy. Refer to the Carlsbad TDM Handbook for the number of points available for each strategy . Required Strategies 00 Transportation Coordinator Points: 1 All developments subject to the TDM ordinance are required to designate an on-site transportation coordinator responsible for ensuring that infrastructure is maintained, policies and programs are implemented, and amenities and partnerships are maintained as described in the approved TDM Plan and otherwise ensuring compliance with City of Carlsbad TDM Plan requirements. Provide the name, title and contact information for the TC. Cliff Powell, Construction & Development Manager 954-769-4356 PowellC1@AutoNation.com ... ... .. .. .. .. .. .. -.. .. - ---.. ... .. .. ... ... -.. .. Carlsbad TOM Handbook !XI Distribute New Hire Transportation Information Points: 1 All developments subject to the TDM ordinance are required to ensure that transportation options information is distributed to new employees during the hiring and orientation process. !XI Citywide TOM Program Points: 2 Transportation Coordinators of all developments subject to the TDM ordinance are required to meet with the citywide TDM programs outreach staff on a regular basis (at least annually) and participate in at least one event held by the citywide TDM program (if available) . Elective Strategies Amenities IXI Car Share Vehicles Points Requested: 1 Identi/j' the number olcar share vehicles that will be provided on-site and if"these vehicles will be provided h_1' an existing car share operator or by the employer/property owner. Indicate whether membership will be_tiil(v or partial(r suhsidi::edfor employees/tenants. Indicate the number a/reserved spaces to he providedji>r car share vehicles and where thev will he located on the project site. Provide one (1) car share vehicle through contract with a third-party vendor (i.e. Zipcar) and maintain available to employees for mid-day trips. See report and Exhibit C for details. D Micromobility Service Credits Points Requested: Descrihe the micromobility service that will be arnilahlejhr use hy employees/tenants and the level olservice credits!rnbsidv. Indicate if'all employees/tenants will have access to the service credits and how the program will he administered. Not applicable . IXl Real-Time Travel Information Points Requested: 1 Describe the proposed location o(tlu.' resources and any other relevant infimnation (i.e., range <>(the WiFi hotspot, location olreal-time travel infi>rmation screens or kiosk). -.. ... .. - -.. ---.. .. .. ... .. -- -... .. ... -.. -.. .. .. ... Carlsbad TDM Handbook Provide displays in building lobby that show real-time information about alternative travel options. This can include arrival and departure times of area transit services, the location of nearby micromobility devices, carshare vehicles, and other travel options. See report and Exhibit C for details . D Mobile On-site Amenities Points Requested: Discuss the mobile on-site amenities that will be located at the development and explain how these offerings will mitigate trips rather than serve as trip-generators. Discuss discounts available to tenants. Provide a map showing the location of these amenities ifavvlicable and discuss mzreement.1· between vendors and schedules. Not applicable . Policies D TDM in Leases and Purchase Agreements Points Requested: Applies to new developments onli·. Provide language that will be included in the lease that will allowfiJr TDM supportin}! roles. Not applicable . -.. - .. .. .. ... .. ... .. .. .. ... .. ... -... ... .. ... .. .. .. .. ,.. .. .. .. Carlsbad TOM Handbook D Non-Standard Vehicle Policies Points Requested: Applies to new developments on(v. Describe the site's non-traditional vehicle management plan. This strategy may he implemented with the non-standard vehicle µarkinz infrastructure stratezv (micromobilitvlhicvcleletc.) . Not applicable . Developer/Employer Programs D Mobility Services Incentives Budget Points Requested: Include details of program including how the program will be administered. Indicate the total annual budget, describe what percentage of the workfhrce will be eligible to participate, how the program will be marketed and how 1Jarticipation will be monitored. Not applicable . IXl Ride-matching Services Points Requested: 1 Developer should discuss plans to create an internal ride-matching program. At a minimum, developer will promote existing ride-matching platfi>rm . Promote a citywide ride-matching software implemented by the City that will be available to property owners and employers . D Guaranteed Ride Home (GRH) Services Points Requested: Developer should discuss plans to create an internal GRJl program. At a minimum, developer will promote existing services, such as SAN DAG 's iCommute . ---.. .. -.. ,. .. .. ... .. -.. --.. .. .. .. .. .. .. .. .. .. .. Carlsbad TDM Handbook Not applicable . IX! Marketing and Outreach Points Requested: 4 Include details o{marketinz and outreach effi..Jrts . Provide a marketing and outreach component to educate commuters about the transportation programs and services available to them and to encourage sustainable travel choices. The City provides support to employers with implementing marketing programs and activities. See report and Exhibit C for details. Employer Programs D Telework Program Points Requested: Include information about the program, such as the infrastructure and policies that will be available to support teleworking, the anticipated percentage of employees that will be eligible and any limits or guidance on the number of days employees can telework per week or month. The number of points range based on the expected number of telework davs and associated trip reductions . IZl Flexible/Alternative Work Schedules Points Requested: 1 Include information about the program, such as the anticipated percentage of employees that will be eligible and any limits or guidance on the arrangements that are acceptable . -.. .. .. ,.. .. ... .. ... ... .. .. .. .. .. -... .. .. .. .. .. .. .. .. .. .. .. .. .. .. Carlsbad TOM Handbook Implement an alternative work schedule program that allows eligible employees to work a compressed work schedule . See report and Exhibit C for details . D Alternative Transportation Incentive Points Requested: Include details of program including how the program will be administered. Indicate the total annual budget, describe what percentage of the woriforce will be eligible to participate, how the program will be marketed and how participation will be monitored. Not applicable . D Commuter Tax Benefits Points Requested: Include how the prowam will be marketed to employees . Not applicable . -.. -.. ... ... -... -... -.. --.. ... .. .. .. .. .. .. .. .. .. ... .. .. ... ... Carlsbad TDM Handbook D Customized Travel Plans Points Requested: Identify department/position that will be responsible for implementation . Not applicable . Partnerships D Establish and Maintain Partnerships with Area Businesses Points Requested: ldentif.i1 partner husiness(es) or entities and the TDM resource(.1) that will he provided through the partnership. Describe how costs will he shared. Not applicable. D Establish and Maintain Partnerships with Private Vendors Points Requested: ldentifj; Dartner business(es) or entities and the TDM resource(s) that will he provided throu2h the partnershiv . Not applicable . ... .. ... .. --.. .. .. .. -.. .. 11111 ... .. /\-17'>4 .. ~--.. -... 11111 .. .. .. .. .. 11111 .. .. .. .. .. 11111 Carlsbad TOM Handbook Innovation D Innovation (Non-Infrastructure-Based) Points Requested: Describe the strateQV and discuss how it will lead to reduced sinJ!ie-occuvancv vehicle trios to and from the site . Not applicable . SECTION Ill: Implementation (New Developments Only) By signing below, developer agrees to inform the city of a sale and provide contact information for a new owner to ensure that the plan will continue throughout the life of the project. Name and Signature of Developer Representative or Designated Applicant: Charles Sabadash Ill --~--- Printed Name ~··-· i 1~ig11ature Date Carlsbad TOM Handbook SECTION IV: Monitoring By signing below, developer agrees to distribute commute surveys to employees every two years following the baseline survey conducted within 12 months ofoccupancy reaching 75 percent or within 18 months of initial occupancy, whichever occurs first. Alternatively, developer may provide a copy of the signed lease that stipulates that the empl oyer tenant(s) will administer employee commute surveys on the same schedule. In addition, developer acknowledges the interim and final alternative mode share goals, listed below, that the development is required to achieve. Should the goals not be achieved, transportation coordinator agrees to work with the citywide progra m to identify and implement additional measures suitable to the project site. Present till 25% 24% 2025 2025 -2029 30% 26% 2030 -2034 35% 28% [ 2035 on 40% 30% Name and Signature of Developer Representative or Designated Applicant: l Charles Sa~dash Ill [ Printed Name Si~~ate °Tt,H/lr_ 7 -... ... ... ... .. ... ... -.. ... .. ... .. ---------.. -------.. - 11111 -Ill /VfiA k Carbbad TDM Handbook SECTION V: Authorization Occupancy By signing below, developer and transportation coordinator certify that the information provided in this document is complete and accurate. By signing this document, the transportation coordinator is committing to providing the strategies identified in this document and to participate in monitoring activities described in Section IV. Nam_e__a11_~ §!g!J:ature of Developer Rep.-~sentatiye or Desi Charles Sabadash Ill _ S!gnature .. , Date Name and Signature of (Interim or.final} Tt".;msporta!io_n Coordinator: lPrinted N_ame and_Organization Si&nature ----Date Name and Signature of City of.Carlsbad Representative: Printed Name Date ... .. -.. .... ... -... .... ... ... ... -.. -- .. -------.. ---.. ... .. .. ... 1111 -- Appendix B North County Transit District (NCTD) Bus System COASTER STATIONS ZONES Eocinilo$ SolonoBeacl, Sorrento Volley /J.:..,~~'.:._, c,,_, Mcwnlol1t Id. OM SotrlfNO \blty Shd.J Old Town 4005 ..,.._ Transit c---1::!" s, • """"...,. I Sonto Fe Dopol ).!D,r:"...l.:T ,_ '""I Sorrento Volley · Zone 2 -~'IUNlff- .,.,, lv.R.El,IS tOIS!U,MIH. ~5'1i1111 Oceansi lll.llU.1\l11ftl ~1M:ll PA CIFIC O CEAN 17601966 6IOO _o_ Gl g ~-------------------GoNCTD _____ .COl __ m_-_. ____ . _____ __, BREEZE Bus Route Finder 8 0cNC'6lclt:toYMJC.SO/U1('1\o11twy,10\ 4lD OcNfflidftoW-.U'IYYlst•YNy CI) Oc~tO~P'NIOWl'ICffitttfrkrlh tE) fnrlnll.stoSillMMcos'l\ollnhO~N'Rd. (a} ucon:hdolo'm1•,wWs\lOl'1Rd,&i~•ftAvt. CI:) f~to'AsUrilMkUMRd. ID 5d.w IN<h ~be-.. °"°"" Hw,. CE) OcwisidP 10 lndnl~ vi, U C.uioo RNI (ID SMlllM~ylrwil lfflltr 10R.whoOt!CroSPRINIUSl.llKll\'lla ~sOi. OI) OcNO!ildf lrffliil Ctnler to Sil'! luls Rey Transit Cfflttt"' Mts.t Or. CJD umbiMIW!qStauonto HAio €II) OcHfflidtto\llstil~Oc91Slde-Bhrd.&llobiNOr. ft!) Cditg<N,d.ll'RWIER~•llonlOO-,Clttt t!l) (Ml>bo! Wl>g, W '°"'9' l,d. IPRWl[R SU"°" @D ~•toBotfw(rMSPRIMIERSr.ltmv1•'111\U84N~sPMt {!I}ib1,01nl1>1« tl}) fMSr..tt~~ICOSIOP•k::lmlf(olltgt m> U(ond!doloDtlt...golrMl§itSl•OonN~flridNorlti(ouotr~I ID)EscondlclollK!Mo, @ bcondldo lrMlsll Cffllft' to Nord¥'i MMVtpl«tvt. 011«.00 Pkw,- (.0 0r..,.Gl<nllgllld>oolNM""°",Uncon&CIIM fiD El Martt Pkw,-& V.aty Ptwy. ClI) """"9il<wlll,ONc,1tftwy,&E•-~w. GI) N. Bro.lawlY, Counuy Outi & El Norte PkwJ. 0-10, .. CI) CMtlb>d-U.COAIIU<°"""tlon•d•"""'·'"'"""'dlli CD CMtsb.ld P06nsnuo1COi\SIU (C)fflf(tiotltoP.iom.(.otltgt FLEX Route Finder ~FillRlfflONComlNlt" !N4.fFLO:RMn«WMlddq" : 1&l: Octwldt to 14 AIU ¥1,1 VM!dtigrifl ),\I; Ort~ lrnlfCff'lltrtoCMnp~nOootttVW~ Hospilll •AewrHtlon r.qulrtd.Call (760) n6"1111. •<;e~ull'ffflrMffVll'.ionPs.LlinlfMl700)71f>•1111. Metropoli!on Tronsit System (MTS) Bus Route Finder Cii)s«""1oM«a(Mll) CD (ml(-IMll) (Il) l«,,r Not< IMIII ClI)Northl.WYN\ily(tlJ(MIS) •· ••· COASTEIHl.tiM ··•·· SPRIHUH1,1loe'I -Regol.lt')efYkt -Un1UfdSffW'.f'(stl«1edmp,) • Polntsoflnlffflt 1 lc"°"/Aud,ml< lffllllutlon 0 Mfrch<ilf,IClity Map not to scale Upda-=I (),:,ob., 8, 2017 I _ .... ., .. ,, ff W,Mi F-4.£"~ '""""" Volley Cenler f NORTH COUNTY -..,. i!iiiiiiiii TllANIIT DISTRICT - SPRINTER STATIONS Ocoaruido r,..,,;, C-313 S. °""""St,-. CA920S4 CooslHi~~-1304~S.~.-.CA!20l4 Ctoucl, Snot Stot;on Ill! CMcl St, 0<-. CA 920S4 EICaminoReolS ' ISOSOC-1111,0<....i.,CArz~ Rond,oDolCxo -IW.-.C.1!21114 College Boulo,ord ~ ~-°"""1111, (A !!OIi • MolroooDriYO ~· (.1!21114 ..-VistaTro,uitC N.5onlthi GncC-Vo""Stot;on)l0""'511, Buenocr..i.slolion 1923-!20!4 1142W-lil,S.....,_CA!20!! Palomar CoNage Slation ,~::-!t. ~~~er-..,,,_ SM Morcos Ovic Cen~ ~'::;:',_os.092069 Slorion er [:JoW~WIV a,oJlubM. Col S-Scii Martoo J!lOi, Slotion f Nordahl Rood Slolicc='°"c......-'--c"' t,,) (,.) 0 z 0 "' -I I n 0 C z ---( -< -I "' ► z V> -I 0 V> -I "' 0 -I "' a.. (1) ~ ~ 0 C: a.. -(1) ----"' :::i -"' ~ "' 0 l> ~ ® ::. ,"-I • ~ a 'O PACIFIC OCEAN Route 444/Rutu 444 BREEZE System/Sistemo BREEZE Select Trips/Viojes Selectus COASTER/SPRINTER Street/Colle Cannon Gemological Institute of .... America · · · · • Carlsbad Outlets • • Hilton • Lego/and Time Point/Punto de Tiempo Stops/Porodos Londmork/Punto de Referencio Transfer /Tronsbordo ~ __ ·•~ v •"\ \ v;, ' 1Miles ( ( ' Thermo Fisher ® • CARLSBAD ,-< •••• ir:::, r-\V""l ""'T"1,......,,~ ~~f~i-g-~~~2. c,_~ :::!?~ o· ci'r-t~G">=a 5·§..Sl-~~ ~ g-l;' ~~ = oat • J>O 0 V'I ::::i. "' ;:.:: ,.., a-' :::r. 0 :::, ~ ~ ~ :;'J>r"\ ~ < 0 ~-!I> :,_ O • Ill ::, eo =-,....., 0 Q ::ii, ICI.. ~ 5.-,:, g_ :-O (D -· ~ ... = -· -"' ~ 0 (D ct) .. -~ ca..~. ~ :::ic,0 0 ICI..'"' ~-0 ;:;:l J> :::0 "' < .... ;s· '" ..,., ::ii, Q C a.. C -< ~ ~ -< :::0 C: 3'-!!: Q 0... = a.. '"' 0 ::I ::I (D .... -o· ::I < =· ..., 0 .. 0 ICI.. 0 "< 444 1 Carlsbad Poinsettia COASTER Connection via Faraday Ave. & Rutherford Rd. (onexi6n Carlsbad Poinsettia COASTER via Faraday Ave. y Rutherford Rd. Bold denotes P.M. times/El texto en negrita indica horario en las tardes (P.M.) ARRIVING SB COASTER From Oceanside Uegada SB COASTER desde Oceanside Monday -Friday Northbound to Cannon Rd. Lunes a Viernes • Direccion hocio el norte a Connon Rd. ARRIVING NB COASTER From Son Diego Carlsbad Palomar College 81. Uegada NB COASTER Poinsettia Airport Rd. & & desde Son Diego Station Armada Dr. Aston Ave. Rutherford Rd. & Priesrty Dr. Armada Dr. & Fleet St. Monday -Friday Southbound to Carlsbad Poinsettia Station Lunes a Viernes • Direccion hocio el sur a lo Estacion Carlsbad Poinsettia Armada Dr. & Fleet St. Rutherford Rd. 8. Priestly Dr. College 81. Palomar 8. Airport Rd. & Aston Ave. Armada Dr. Carlsbad Poinsettia Station DEPARTING NB COASTER To Oceanside SALIDA NB COASTER a Oceanside Route 444 does not operate on Saturdays, Sundays, or holidays. La Ruta 444 no opera los sabados, domingos o en dias festivos. DEPARTING SB COASTER To San Diego SALIDA SB COASTER a San Diego • Bus may wait up to ten minutes for a late arriving COASTER train. El autobus puede esperar hasta diez minutos en caso que un tren COASTER que este atrasado. Guio de Posojeros del NORTH COUNTY TRANSIT DISTRICT I VALIDA desde el 7 de obril de/ 2019 231 Appendix C Multimodal LOS Analysis Sheets and Detail Sheets (CiJYof Carlsbad ROADWAY INFO 0 Roadway Name TRANSIT • Transit stop amenities available: Do the sidewalks or path to the transit stop appear to be ADA compliant? Do multiple transit routes stop on the study segment? Do any of the routes provide a direct link to a COASTER station or mobility hub? Do any of the routes provide a single transfer to reach a COASTER station or mobility hub? Closest distance to existing transit stop: What type of transit priority is present? Headways between 6:30-8:30 am and 4-6 pm on weekdays: Is there commute shuttle service provided during the morning and afternoon commute periods? On weekends, are the headways no more than 1 hour headways between 9 am-5 pm? Is there bike parking available at the bus stop? Is the bus stop within 1/4 mile of a bike repair shop? Is area governed by an adopted TOM ordinance that will promote ridesharing and/or the use of non-auto modes? Are On Demand rideshare services available? CANNON ROAD AVENIDA ENCINAS CAR COUNTRY DRIVE Arterial 25,266 EB SCORE I LOS 100 I A []Bench □Trash Cans EB LJ Covered Bus Stop 0 Well-lit Stops L::J Stop located within a block of commercial users WB SCORE I LOS 60 ID D Bench □Trash Cans WB LJ Covered Bus Stop 0 Well-lit Stops 1 , 1 Stop located within a block L.:..J of commercial users Yes Yes No No Yes Yes No No > 1/2 mile walk or 1 mile bike > 1/2 mile walk or 1 mile bike to bus/rail to bus/rail None present None present 30 minutes None of t he above No No No No Yes, less than 50% subsidized Yes Is the study segment within FLEX service area? No No • lndlcotti on-enentlolfe'ot,Jre thot strongly supports and promotes the goals ldenti/ed In the Climate Action Pion {CAP}. Project: BMW of Carlsbad Segment: CANNON ROAD From AVENIDA ENCINAS To CAR COUNTRY DRIVE Scenario: ____________________________________________ _ By· 7--.•·•t:-f ilt!'tl!•r,r:.1.."h~ loll -.JriTJTi."T.i-11'1 ... -..111111• 11:.aar:1 -..:., 00] \!&I ~ ~ ---.,, ·,:.,,r:.ill 1-.r, : . ii Transit Stop located Within 1/2 Mile Walk from Subject Site or Roadway Segment SO (rail/bus) 0 0 No greater than 1/4 mile walk to the nearest transit stop 30 (bus) 30 (rail/bus) 0 0 No greater than 1/2 mile walk to the nearest transit stop 20 (bus) Access No greater than 1 mile bicycle ride to the nearest transit stop 5 0 0 ADA compliant sidewalk or path to transit stops in both 15 0 0 directions Multiple transit routes stop on segment 10 0 0 Route provides a direct link to a COASTER station or mobility 15 0 0 Connectivity hub Route provides for a single transfer to reach a COASTER station or mobility hub 5 0 0 Tronsit priority Dedicated right of way 5 0 0 Transit priority during peak hours 5 0 0 Headways of-15 minutes between 6:30-8:30 am and 4-6 pm 15 0 0 on weekdays Headways of 30 minutes between 6:30-8:30 am and 4-6 pm on weekdays 5 15 0 Service Headways of 1 hour between 6:30-8:30 am and 4-6 pm on weekdays 2 0 0 Commute shuttle service provided during the morning and 10 afternoon commute periods 0 0 No more than 1 hour headways between 9 am and 5 pm on 5 0 0 weekends Covered bus stops 5 0 0 Bench 10 0 0 Amenities Well-lit stop that provides a sense of security 5 0 5 Trash cans 2 0 0 Bus stop located within a block of commercial services 5 0 5 Bicycle Bike parking available at the bus stop 5 0 0 Accommodations Bus stop within 1/4 mile of a bike repair shop 5 0 0 No Transit Stop located Within 1/2 Mile Walk from Subject Site or Roadway Segment Area governed by an adopted TDM ordinance that will 60 60 60 Available Mobility promote ridesharing and/or the use of non-auto modes Services On demand rideshare services available 60 60 0 Se2ment within FLEX service area 60 0 0 Total Score: 100 70 Transit LOS: A C May require improvements and upgrades to fully support CAP goals! * Do the roadway pavement conditions appear to be good (e.g., no pot holes)? * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines? Is on-street parking provided? Speed limit (miles per hour -mph): Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan? Is there enhanced bicycle detection or video detection provided at intersections? Any bicycle racks are provided along segment? Bicycle Facility Provided: INFO CAR COUNTRY DRIVE CANNON ROAD AUTO CENTER COURT Local/Neighborhood 4,371 NB SCORE I LOS o I - Yes No No No 35 mph Neither No No Cycle track, Shared SB SCORE I LOS o I - Yes No No No 35 mph Neither No No Project: BMW of Carlsbad Segment: CAR COUNTRY DRIVE From CANNON ROAD To AUTO CENTER COURT Scenario: ____________________________________________ _ Speed limit is s 25 mph 25 0 0 Speed limit is 30 mph 15 0 0 Street Characteristics Speed limit is 35 mph 10 10 10 Residential street with ADT < 3,000 15 0 0 Street with ADT between 3,000 and 6,000 10 10 10 Class I facility (off-street path), Class IV (cycle track), or 25 2S 25 multiuse path Class II facility that meets minimum width of 5' (on-street 15 bicycle lanes) 0 0 Facility Bike lane buffer (2' min) is provided 5 0 0 Class Ill facility (bike route designated by signage or paint only) 5 0 0 Additional traffic calming/speed management features have 10 0 0 been applied to Class Ill facility (i.e. a bike boulevard) Bikeway meets or exceeds the Bicycle Master Plan 25 0 0 Bike lane (including buffer) is at least 8' wide from face of curb 10 0 0 Bicycle facilities with signing and striping meet design 10 0 0 Bikeway Design guidelines D Good pavement condition for bikeway (no visible potholes) 10 10 10 Free of infrastructure that obstructs bike facility (e.g. grates) s 0 0 Bikeways on side street s are consistent with Bicycle Master 5 0 0 Connectivity/ Plan along segment Contiguity Bike lanes are striped continuously on all approaches to and departures from intersections, without dropping at turn lanes 5 0 0 or driveways Adjacent Vehicle No on-street parking and speed limit is 25 or 30 mph 5 0 0 Parking Back-in angled parking 5 0 0 Parallel parking with door-side buffered bike lane 5 0 0 Enhanced bicycle detection or video detection is provided at 5 0 0 Other Elements intersections 0 0 55 E E * Do the roadway pavement conditions appear to be good (e.g., no pot holes)? * Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? * Does the bicycle facility appear to meet MUTCD signing and striping design guidelines? Is on-street parking provided? Speed limit (miles per hour -mph): Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan? Is there enhanced bicycle detection or video detection provided at intersections? Any bicycle racks are provided along segment? INFO CAR COUNTRY DRIVE -WITH IMPROVEMENTS CANNON ROAD AUTO CENTER COURT Local/Neighborhood 4,371 NB SCORE I LOS 80 I B Yes Yes Yes No 35 mph Both No No SB SCORE I LOS 80 I B Yes Yes Yes No 35 mph Both No No Project: BMW of Carlsbad Segment: CAR COUNTRY DRIVE -WITH IMPROVEMENTS From CANNON ROAD To AUTO CENTER COURT Scenario: ____________________________________________ _ Speed limit is :S 25 mph 25 0 0 Speed limit is 30 mph 15 0 0 Street Characteristics Speed limit is 35 mph 10 10 10 Residential street with ADT < 3,000 15 0 0 Street with ADT between 3,000 and 6,000 10 10 10 Class I facility (off-street path), Class IV (cycle track), or 25 multiuse path 0 0 Class II facility that meets minimum width of 5' (on-street bicycle lanes) 15 0 0 Facility Bike lane buffer (2' min) is provided 5 0 0 Class Ill facility {bike route designated by signage or paint only) 5 5 5 Additional traffic calming/speed management features have 10 been applied to Class Ill facility (i.e. a bike boulevard) 0 0 Bikeway meets or exceeds the Bicycle Master Plan 25 25 25 Bike lane (including buffer) is at least 8' wide from face of curb 10 0 0 Bicycle facilities with signing and striping meet design 10 10 10 Bikeway Design guidelines D Good pavement condition for bikeway (no visible potholes) 10 10 10 Free of infrastructure that obstructs bike facility (e.g. grates) 5 5 5 Bikeways on side streets are consistent with Bicycle Master 5 5 5 Connectivity/ Plan along segment Contiguity Bike lanes are striped continuously on all approaches to and departures from intersections, without dropping at turn lanes 5 0 0 or driveways Adjacent Vehicle No on-street parking and speed limit is 25 or 30 mph 5 0 0 Parking Back-in angled parking 5 0 0 Parallel parking with door-side buffered bike lane 5 0 0 Enhanced bicycle detection or video detection is provided at 5 0 0 Other Elements intersections 0 80 B CANNON ROAD AUTO CENTER COURT Local/Neighborhood May require improvements and upgrades to fully support CAP goals! • Are crosswalks marked per CA MUTCD standards? Yes No • Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'): 6 6 • Do sidewalks appear to meet ADA requirements (e.g., Yes Yes cross-slope and trip hazards)? • Do ramps and landings appear to meet ADA No No Yes No 35 mph 35 mph 1 1 Are there 3 lanes or less to be crossed without pedestrian refuge? (Include turn lanes in count) No Yes Width (ft.) of landscaped buffer between pedestrian O' to 2' O' to 2' facility and vehicle travel way: Does on-street parking or a bike lane provide 6' or more No No buffer between pedestrians and vehicle travel way? Any apparent sight distance issues at intersections and No No pedestrian crossings? Are there any permanent speed control devices Installed? No No Are there traffic calming measures that reduce crossing No No width (e.g., bulbouts, chokers, right-turn median island)? No No Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown Yes No heads)? No No street crossings? Is there pedestrian scale lighting? No No Do active building frontages appear to be present on 80% No No No No pear to provide shade over more Project: BMW of Carlsbad Segment: CAR COUNTRY DRIVE From CANNON ROAD To AUTO CENTER COURT Scenario: ----------------------------------------- Accessibility and functionality meets ADA unobstructed width requirements • Essential Features (Criteria must be met): Sidewalk width meets minimum width for typology according to the Mobility Element (or 5' if unspecified) Sidewalk width exceeds minimum width for typology according to the Mobility Element (or 6' if unspecified) segments meet ADA requirements (cross-slope and trip Sidewalk width meets recommended width for typology according to the Mobility Element (or 8' if unspecified) 3 lanes or less to be crossed without pedestrian refuge On-street parking or bike lane provides 6' or more buffer between pedestrians and vehicle travel way Landscaping 2' to 5' wide provides 'buffer' between pedestrians and vehicle travel way Landscaping greater than 5' wide provides 'buffer' between Street characteristics pedestrians and vehicle travel wa Less than 3,000 vehicles per lane per day Speed limit 30 mph or less No apparent sight distance issues at intersections and pedestrian crossings Permanent speed control devices installed on segments posted as approved by the City Traffic Engineer • Essential Features (Criteria must be met): Crosswalks are marked according to CA MUTCD guidelines Crosswalk is high visibility (i.e., continental markings per the CA MUTCD) Traffic calming measures that reduce crossing width Crossing characteristics (pedestrian refuge, bulbouts, chokers, right-turn median island) Other Elements Presence of intersection enhancements for pedestrians (pedestrian-friendly signal phasing, pedestrian countdown heads, signage, etc.) RRFBs at uncontrolled crossings if warranted • Essential Features (Criteria must be met): Street light locations appear adequate Active building frontages on 80% of street curbline (pedestrian attracting frontages such as active storefronts and recreationa spaces) Street trees provide shade over more than 50% of sidewalk length Street furniture oriented toward businesses or attractions 15 10 5 10 10 10 10 5 5 10 5 5 5 5 10 5 10 10 5 10 5 5 5 s ._ _________ Pedestrian scale lighting !~\!~:"'·, :·~Jt·.:~"'t~:i -· lt~rv,i/l<r ·l>\::~fl:li1J¥ ;yti1¥,'"~~:: i•:---~ • ·r~ \'<'Ii ·• : ·-. • • ' • : ' . ' •• •. ~ ...... ~~•-::~~!1,f,iff;."'.¢~':i.,~~ ,.,. • ,}J.,.,! ~•t..•~,~ .... ! ,_;la,,,',~~ 15 15 10 10 0 0 0 0 10 10 10 10 0 10 0 0 0 0 0 0 0 0 0 0 5 5 0 0 10 0 0 0 0 0 10 0 0 0 10 0 0 0 5 0 0 0 0 0 85 60 B D No No May require improvements and upgrades to fully support CAP goals! * Do the roadway pavement conditions appear to be good (e.g., no pot holes)? • Does bike facility on roadway appear to be free of obstructions (e.g., drainage grates)? • Does the bicycle facility appear to meet MUTCD signing and striping design guidelines? Is on-street parking provided? Speed limit (miles per hour -mph): Does the bikeway on the study segment and side streets meet and/or exceed the Bicycle Master Plan? Is there enhanced bicycle detection or video detection provided at intersections? Any bicycle racks are provided along segment? Bicycle Facility Provided: INFO AUTO CENTE~ DRIVE CAR COUNTRY DRIVE CUL-DE-SAC Loca 1/N e igh borhood 771 EB SCORE I LOS o I - Yes No No Parallel parking 25 mph or lower Neither No No Cycle track, Shared WB SCORE I LOS o I - Yes No No Parallel parking 25 mph or lower Neither No No Project: BMW of Carlsbad Segment: AUTO CENTER DRIVE From CAR COUNTRY DRIVE To CUL-DE-SAC Scenario: ____________________________________________ _ Speed limit is s 25 mph 25 25 2S Speed limit is 30 mph 15 0 0 Street Characteristics Speed limit is 35 mph 10 0 0 Residential street with ADT < 3,000 15 15 15 Street with ADT between 3,000 and 6,000 10 0 0 Class I facility (off-street path), Class IV (cycle track), or multiuse path 25 25 25 Class II facility that meets minimum width of 5' (on-street bicycle lanes) 15 0 0 Facility Bike lane buffer (2' min) is provided 5 0 0 Class Ill facility (bike route designated by sign age or paint only) 5 0 0 Additional traffic calming/speed management features have 10 been applied to Class Ill facility (i.e. a bike boulevard) 0 0 Bikeway meets or exceeds the Bicycle Master Plan 25 0 0 Bike lane (including buffer) is at least 8' wide from face of curb 10 0 0 Bicycle facilities with signing and striping meet design Bikeway Design guidelines D 10 0 0 Good pavement condition for bikeway (no visible potholes) 10 10 10 Free of infrastructure that obstructs bike facility (e.g. grates) 5 0 0 Bikeways on side streets are consistent with Bicycle Master 5 0 0 Connectivity/ Plan along segment Contiguity Bike lanes are striped continuously on all approaches to and departures from intersections, without dropping at turn lanes 5 0 0 or driveways Adjacent Vehicle No on-street parking and speed limit is 25 or 30 mph 5 0 0 Parking Back-in angled parking 5 0 0 Parallel parking with door-side buffered bike lane 5 0 0 Enhanced bicycle detection or video detection is provided at 5 0 0 Other Elements 0 0 75 75 C C May require improvements and upgrades to fully support CAP goals! • Minimum Sidewalk Unobstructed Width in Feet (Minimum ADA unobstructed width requirement is 4'): • Do sidewalks appear to meet ADA requirements (e.g., cross-slope and trip hazards)? • Do ramps and landings appear to meet ADA CAR COUNTRY DRIVE CUL-DE-SAC Local/Neighborhood No No 6 6 Yes Yes No No • Do the street light locations appear adequate? Yes Yes ..... -,:,--,-==~=====~l========! Speed limit {miles per hour -mph): 25 mph or lower 25 mph or lower Number of Through Lanes: Are there 3 lanes or less to be crossed without pedestrian refuge 7 (Include turn lanes in count) Width (ft.) of landscaped buffer between pedestrian facility and vehicle travel way: Does on-street parking or a bike lane provide 6' or more buffer between pedestrians and vehicle travel way? Any apparent sight distance issues at intersections and Are there any permanent speed control devices installed? Are there traffic calming measures that reduce crossing width (e.g., bulbouts, chokers, right-turn median island)? Do crosswalks appear to be high visibility? Are there intersection enhancements provided for pedestrians (e.g., pedestrian signal phasing, countdown heads)? 1 1 Yes Yes O' to 2' O' to 2' Yes Yes Yes Yes No No No No No No No No No No No No No No No No Project: BMW of Carlsbad Segment: AUTO CENTER DRIVE From CAR COUNTRY DRIVE To CUL-DE-SAC Accessibility and functionality meets ADA unobstructed width requirements • Essential Features (Criteria must be met}: Sidewalk width meets minimum width for typology according to the Mobility Element (or S' if unspecified) Sidewalk width exceeds minimum width for typology according to the Mobility Element (or 6' if unspecified) segments meet ADA requirements (cross-slope and trip Sidewalk width meets recommended width for typology according to the Mobility Element (or 8' if unspecified) 3 lanes or less to be crossed without pedestrian refuge On-street parking or bike lane provides 6' or more buffer between pedestrians and vehicle travel way Landscaping 2' to 5' wide provides 'buffer' between pedestrians and vehicle travel way Landscaping greater than 5' wide provides 'buffer' between Street characteristics pedest rians and vehicle travel way Less than 3,000 vehicles per lane per day Speed limit 30 mph or less No apparent sight distance issues at intersections and pedestrian crossings Permanent speed control devices installed on segments posted as approved by the City Traffic Engineer • Essential Features (Criteria must be met}: Crosswalks are marked according to CA MUTCD guidelines Crosswalk is high visibility (i.e., continental markings per the CA MUTCD) Traffic calming measures that reduce crossing width Crossing characteristics (pedestrian refuge, bulbouts, chokers, right-turn median island) Other Elements Presence of intersection enhancements for pedestrians (pedestrian-friendly signal phasing, pedestrian countdown heads, signage, etc.) RRFBs at uncontrolled crossings if warranted • Essential Features (Criteria must be met}: Street light locations appear adequate Active building frontages on 80% of street curbline (pedestrian attracting frontages such as active storefronts and recreationa spaces) Street trees provide shade over more than 50% of sidewalk length Street furniture oriented toward businesses or attractions 10 s 10 10 10 10 5 5 10 5 5 5 s 10 5 10 10 5 10 5 s 5 5 L..--------Pede trian s le lightin ,~ .. 'lt~J_ ~ {' i:j;·. 1f@.-. ~=-~ · , -"'"·:·• ·~7 I ·, • . . . , f~ ,lf&<,;~J O ,~ '"~ ••••• !liiit: """itwi'f~~-.<} > • >o -• "f ' > ~ -~ • .,_ 10 10 0 0 0 0 10 10 10 10 10 10 5 5 0 0 0 0 5 5 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 0 0 80 80 B B No No