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2020-11-03; City Council; ; Consideration of a mixed-use, density bonus development project consisting of 294 residential units and 10,000 square feet of specialty commercial uses on 20.65 acres at (4)
City Council Chamber 1200 Carlsbad Village Drive Carlsbad, CA 92008 Sept. 16, 2020 CALL TO ORDER: 3 p.m. ROLL CALL: Anderson, Geldner, Lafferty, Luna, Meenes, Merz, and Stine APPROVAL OF MINUTES: Motion by Commissioner Meenes, seconded by Commissioner Lafferty, to approve the Aug. 19, 2020 meeting minutes as amended. Motion carried 7/0. PUBLIC COMMENTS ON ITEMS NOT LISTED ON THE AGENDA: None PLANNING COMMISSION PUBLIC HEARING: Chair Anderson directed everyone’s attention to the slide on the screen to review the procedures the Commission would be following for that evening’s public hearing. Chair Anderson opened the public hearing for Item 1. 1.CT 16-07/PUD 16-09/PUD 2018-0007/SDP 2018-0001/CDP 16-33/HDP 16-02/SUP 16-02/EIR 2017- 0001 (DEV16038) – MARJA ACRES – Request for a recommendation of 1) certification of an Environmental Impact Report, including the approval of Candidate Findings of Fact and a Mitigation Monitoring and Reporting Program, and 2) approval of a Tentative Tract Map, Residential Planned Development Permit, Nonresidential Planned Development Permit, Site Development Plan, Coastal Development Permit, Hillside Development Permit and Special Use Permit to develop a mixed-use project consisting of 248 townhomes, 46 affordable senior apartments, and 10,000 square feet of specialty commercial uses on 20.65 acres at 4901 El Camino Real, generally located south of El Camino Real east of Kelly Drive, north of Park Drive, and west of West Ranch Street/Lisa Street, within the Mello II Segment of the Local Coastal Program and in Local Facilities Management Zone 1.The project is within the appealable area of the California Coastal Commission. City Planner Neu introduced Agenda Item 1 and stated Principal Planner Delcamp would make the staff presentation (on file in the Planning Division). DISCLOSURES: Commissioners Stine, Meenes, Merz, Lafferty, Geldner, Anderson, and Luna disclosed they have driven by and or walked the site. STAFF PRESENTATION & QUESTIONS: Principal Planner Delcamp gave a presentation (on file in the Planning Division) and referenced an errata with corrections to the staff report and resolution. EXHIBIT 7 Planning Commission Minutes Sept. 16, 2020 Page 2 Commissioner Stine asked for additional information about the connectivity of the project that was originally proposed as well as the two ways in and out of the development. Principal Planner Delcamp stated that the original 2016 plan proposal included a pedestrian pathway connecting to the neighborhood south of the project. However, neighbors to the south were concerned with overflow parking from Marja Acres residents and opposed the original design. Additionally, city staff did not accept accessory dwelling units as part of the affordable housing requirement and the project was changed. The pathway was eliminated in the redesign. Commissioner Meenes stated he would like to see the proposed bus infrastructure enhanced. He suggested a shade over the bench. Commissioner Lafferty shared concerns about the number of waivers being requested. She asked if there was a cap and if any can be rejected. Principal Planner Delcamp stated that per state density bonus law there is no limit to the number of waivers that can be requested. The only way to reject them is if they do not meet the criteria stated in the staff report. Commissioner Lafferty stated that to her understanding, the project does not meet El Camino Real Corridor standards for grading, setbacks, roof equipment and is concerned about substandard sidewalks for such a large development. Commissioner Lafferty asked for a definition of an infill site. Principal Planner Delcamp stated that an infill site is a site that is surrounded by existing development. She added that the project meets the criteria for the density bonus and the waivers. Commissioner Geldner asked if the Department of Toxic Substances Control (DTSC) reviewed the project or if staff consulted with DTSC about environmental testing. Principal Planner Delcamp stated that she cannot confirm if the EIR was sent to the DTSC by the State Clearinghouse without checking the file, and staff is not required to coordinate with DTSC. Chair Anderson asked why the ADT’s were revised and how that impacts the EIR. Engineering Manager Geldert stated that the EIR or transportation impacts are not affected as they are modeled on site and land use. ADT is only used for possible methodology in VMT analysis. The revisions are a result of TIA guideline updates and the project needed to be updated to those current standards. APPLICANT PRESENTATION & QUESTIONS: Applicant, Jonathan Frankel of New Urban West gave a presentation. PUBLIC TESTIMONY: Chair Anderson asked if there were any members of the public who wished to speak on the project. She opened public testimony at 4:27 pm. Bret Chasenbach, CEO of the Carlsbad Chamber of Commerce, residents Erin Kelley and Leticia and Tom Almaguer submitted comments in support of Marja Acres as Carlsbad is in need of affordable housing for Planning Commission Minutes Sept. 16, 2020 Page 3 local employees and senior communities. They also stated that the development will help create more diverse communities within the city. Resident Tracy Seemann submitted comments stating that she worked with the developer to address and mitigate privacy concerns. She confirms that she supports the project if the following agreements are kept by the developer and listed the removal of the walkway connecting Marja Acres and Park Drive, removal of rooftop decks from units nearest existing neighbors, building a 6 ft. masonry wall, ensuring two car garages are available for parking, lowering grading to reduce visual impacts of townhouses, and incorporating neighbor preferences in landscaping around shared borders. She also requested that the city discourage short term rentals. Resident Curtis Wayne, and Sarah Benson, Executive Director of The Foundation for Senior Wellbeing submitted comments in support of the development offering affordable housing for seniors. Resident Susan Blocsh submitted comments concerning the quality of soils to be disturbed during the construction process. She asked whether shallow soil sampling is sufficient and if deeper soil sampling will reveal more chemicals? She asked how dust will be mitigated during project construction. She commented on the parking plans of the project with concern that overflow parking will occur. She also requested that the speed limit on El Camino Real be reduced. Residents Katherine Fellows, Lela Panagides, Kristine Wright, Vickey Syage, Hope and Vince Nelson, and Diane Bedrosian submitted comments concerning increased traffic congestion as a result of the project noting that it is also a safety hazard in the event of evacuations. They stated that there are not enough affordable housing units or parking spacse, VMT analysis should not have been allowed, fire lane requirements will cause illegal parking, and that the project is not near public transportation. They requested that a double left turn lane be created on Kelly Street and that a Transportation Coordinator be appointed by the HOA. Resident Steven Ahlquist submitted comments in support of Marja Acres for working to provide affordable housing units as many seniors and local workers cannot afford to live within the city. He stated that the development will be the first to offer free transit to residents and supports the effort to reduce commutes and traffic within the city as it will help reduce carbon footprints. Catherine Ferguson, Vice President and Cofounder of the North County YIMBY Group commented in support of Marja Acres as the region is in a housing crisis and the project will help Carlsbad meet its required RHNA allocation. She stated that the project will create housing diversity and give seniors the opportunity to maintain independent lifestyles longer. She stated that neighbors oppose the development as the value of their homes will be devalued and less wealthy residents will move in. She stated that the site has been slated for dense housing in the General Plan and not building housing on such a site will be in violation of the General Plan and several state housing laws. Erik Bruvold on behalf of San Diego North Economic Development Council submitted comments in support of Marja Acres as Carlsbad has added more employment opportunities than housing opportunities which is not sustainable. He stated that rising home prices strains the local economy as workers are displaced to Southern Riverside County. He stated that these longer commutes outside the city increase traffic and create more vehicle emissions. Marja Acres addresses these issues by providing affordable housing, an urban farm, and free transit close to the thousands of jobs within the city. Residents Jason and Samantha Castagna and Blake Boyer submitted comments confirming that New Urban West agreed roof balconies would not be included in units adjacent to existing homes, short-term Planning Commission Minutes Sept. 16, 2020 Page 4 rentals would not be permitted, first level market rate townhomes will not be rented or divided as living units, two car garage parking cannot be opened as carports, and that a 6 ft. masonry wall will be built. Additionally, residents requested that the 6ft. masonry wall be built before construction of the project begins. Resident Gregory J. Corso submitted comments concerning the creation of light pollution and noise from residents with roof top decks. He stated that El Camino Real will be further congested with traffic. Resident Barbara Campbell submitted comments concerning fugitive dust during project construction and how it will be mitigated in accordance with the EIR. She asked what the timeline will be for the 6 ft. masonry wall to be built noting the wall should be a top priority to protect neighbors from dust, noise and other pollutants during construction. Resident Susan Igoe submitted comments in request of a citizens review board so that all neighbors can be represented in project developments. Residents Jennifer Rich and Greg Funderburk submitted comments concerning Marja Acres not meeting environmental conditions. They stated that there has been insufficient soil testing and sampling as samples were not taken in known pesticide and contaminated areas. They state that further investigation is warranted as there is a possibility of release of hazardous materials during construction. Diane Nygaard, of Preserve Calavera, submitted comments concerning four key mitigation measures for GHG that are not properly addressed in the EIR MMRP. She stated that ridesharing, subsidized transit passes, commute trip reduction, and planting of trees are only verified once. She requested that language in the Mitigation Monitoring and Reporting Program be revised to ensure measures are maintained for the life of the project. Steve Linke, resident and City of Carlsbad Traffic and Mobility Commissioner submitted comments requesting both resolutions be rejected due to inadequacies in traffic-based findings and lack of transparent public review process. He stated that the developer was given exclusive early access to the VMT rule when the draft method was incomplete and not publicly reviewed. He stated that the VMT mitigation plan is inadequate and relies on developments not controlled by Marja Acres developers. He stated that a reduction of the project’s predicted new trips corrupts all LOS and intersection analysis. He stated that the LMA and its mitigation plan should be revised. Chair Anderson asked if there were any additional members of the public who wished to speak on the project. Seeing none, she closed public testimony at 5:33 p.m. APPLICANT QUESTIONS: Chair Anderson asked the applicant for feedback on the public comments. Mr. Frankel stated the masonry wall will be built prior to vertical construction, and dust mitigation during grading will be done with barriers and regular site watering. He stated dust barriers will be included in the grading plan submitted to the city. He stated they do not intend to utilize the units as short-term rentals and has no issue adding the condition to the CC&RS. He stated residents will be required to use their garages for parking and guest parking was added to maximize parking. Chair Anderson asked if overnight guest parking conditions will be enforced. Planning Commission Minutes Sept. 16, 2020 Page 5 Mr. Frankel stated guest parking will be enforced to be used as such. He addressed the comments about GHG monitoring stating that it is required and data will be provided to the city. He stated If the city determines modifications to GHG measures are needed, they will make them. Commissioner Stine asked for additional information regarding evacuations in the event of an emergency. Principal Planner Delcamp stated that the Fire Marshall confirmed the project is adequate as presented and will not conflict with the city’s Emergency Evacuation Plan. Commissioner Stine asked the applicant to address the concern presented about light pollution. Mr. Frankel stated that dark light standards for lighting are proposed in the project. Principal Planner Delcamp stated that plan check will include review of lighting. Chair Anderson requested staff address public comment concerns with bus routes and the left turn lane onto Kelly Drive. Engineering Manager Geldert stated that the bench and trash receptacle to be added to the existing bus (the other existing bus stop already has these improvements) will satisfy transit requirements. He stated the left turn onto Kelly Drive was analyzed per TIA guidelines and was deemed adequate. He stated that 2 turn lanes can’t go into only one receiving lane on Kelly Drive. He stated the project has undergone multiple transportation analyses and is consistent with all current guidelines. Commissioner Geldner asked why DTSC guidance was not followed in soil samples and that samples weren’t taken in known contaminated areas. Mr. Frankel stated that the developer relies on experts to conduct testing and the report was prepared by a qualified senior scientist and was done in accordance with all required standards. Chair Anderson asked a series of questions to try to better understand grading, slopes, and pedestrian pathways. Mr. Frankel stated that ADA paths of travel are available and they would be happy to look at additional pathways. Commissioner Geldner stated the commercial area seems like three islands. She noted that the pedestrian route from the senior housing to retail is through a parking lot and that pedestrian and bike access from El Camino Real to the commercial area was not direct so this makes the project not as walkable as it could be. Can you address why you made some of these decisions? Mr. Frankel stated that they did not agree the project was three islands and felt it was well connected. He also stated they could look at improvements to pedestrian circulation. Commissioner Geldner asked if there was some requirement for two entrances because this took up a lot of land. Principal Planner Delcamp stated that the project cannot be reduced from two to one vehicular access way because it does not meet fire requirements. Planning Commission Minutes Sept. 16, 2020 Page 6 Commissioner Luna stated she is not comfortable making any design changes and is ready to move on to a vote on the project. Assistant City Attorney Kemp stated any changes offered by commissioners will need to be voted on by the commission keeping in mind that the project cannot be denied unless the commission finds that there is an existing written objective public health and safety standard with which the project does not comply . Commissioner Merz and Stine both stated support for the project as is and are ready to vote on the project. Commissioner Geldner stated she would like to see a condition added requiring developers to confer with DTSC before the project starts. The commission agreed to move on with a vote on the project without adding any additional conditions. Heather Riley, attorney for the applicant, added that soil sample concerns were addressed according to DTSC requirements by the consultant who conducted the study for the EIR. COMMISSION DISCUSSION: Motion by commissioner Geldner and seconded by Commissioner Stine to extend the meeting by 15 minutes, motion carried, 6/1 (Commissioner Meenes abstained.) Chair Anderson commented that the proposed senior housing is adequately sized and is delighted that the project meets that need and supports the project. Commissioner Stine stated support for the project. He stated that though many people are unhappy with the project, it has strong support from many businesses and residents in Carlsbad as Marja Acres helps to address the housing crisis. ACTION: Motion by Commissioner Stine, seconded by Commissioner Meenes to adopt Resolution No. 7381 and Resolution No. 7382, as amended to include the changes listed in the errata sheet, motion carried, 7/0. PLANNING COMMISSION REPORTS/COMMENTS: Chair Anderson shared her appreciation of first responders and those who risked their lives on Sept. 11, 2001. CITY PLANNER REPORTS: None. CITY ATTORNEY REPORTS: None. ADJOURNMENT: Planning Commission Minutes Sept. 16, 2020 Page 7 Chair Anderson adjourned the duly noticed meeting at 7:21 p.m. Corina Flores - Minutes Clerk r Prepared by: Roman Lopez Transportation Planner II LOCAL MOBILITY ANALYSIS MARJA ACRES Carlsbad, California September 2020 LLG Ref. 3-16-2608 Under the SupeNision of: Chris Mendiara Associate Principal LINSCOTT LAW & GREENSPAN engineers Linscott. Law & Greenspan. Engineers 4542 Ruffner Street Suite 100 San Diego, CA 92111 858.300.8800 T 858.300.8810 , www.llgengineers.com EXECUTIVE SUMMARY The Marja Acres Project ("Project'') proposes the development of 248 townhomes, and 46 age- .restricted multi-family units, along with a maximum of 10,000 square feet (SF) of retail/commercial redevelopment ·on the site. The site is currently developed with about 12,370 SF of commercial space. The Project site is located in the City of Carlsbad, on the south side of El Camino Real between Kelly Drive and West Ranch Road/ Lisa Street. · The Project study area includes four (4) intersections and one (1) street facility along El Camino Real. The transportation analyses. for the Project were conducted in accordance with the City of Carlsbad Transportation Impact Analysis Guidelines. The following scenarios are evaluated in this report: • Existing • Existing+ Project • Existing + Cumulative • Existing+ Cumulative+ Project The gross Project trip generation was calculated using SANDAG's Not So Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region (April 2002) and ITE's Trip Generation Manual (10th ed.). Net trip generation was calculated by deducting trips associated with the existing on-site uses. The net Project is calculated to generate 901 daily trips with 68 trips (-15 inbound / 83 outbound) in the AM peak hour and 110 trips (97 inbound / 13 outbound) during the PM peak hour. · This report evaluated the effect of the Project on the Existing and Existing + Cumulative baselines in conformance with the City of Carlsbad Transportation Impact Analysis Guidelines. Two cumulative scenarios were evaluated. One cumul.ative scenario utilized the existing street network while the second assumed completion of the planned College Boulevard extension. A multi-modal level of ,. service (M:MLOS) was also conducted based on City guidelines. Intersection ·queueing analysis shows queuing in the southbound left tum from Cannon Road to El Camino Real exceeds available storage. Completion of the College Boulevard extension from Cannon Road· to El Camino Real will alleviate this excessive queueing. The Project does not contribute any trips to the turn movement and is not conditioned to construct the noted improvement. The study area facility of El Camino Real from Tamarack Avenue to Cannon Road fails to meet the City's LOS D performance standard under existing and future scenarios. Therefore, the Project will request that this facility be exempted from Auto LOS standards. The proposed exemption is justified by Mobility Element Policy 3-P.9. To meet the requirements of Policy 3-P.11, the Project will prepare a Tier 2 TDM plan and pay for the installation of one traffic signal controller. Transit LOS analysis identified one deficient transit stop within the study area. The Project will provide a bench and trash can as the required amenities for the eastbound bus stop at El Camino Real / Tamarack Avenue. LiNSCOTT, I.Aw & GREENSPAN, engineers LLG Ref. 3-16-2608 Marja Acres N:\UOS\ReporllLMA lGMP)\2608 LMA.doo: TABLE OF CONTENTS SECTION PAGE 1.0 Introduction ................................................................................................................. · ............... 1 1.1 Project Description .............................................................................................................. 1 1.2 Project Impact Analyses ..................................................................................................... 1 2.0 Analysis Approach & Methodology ....................... : ................................................................. 6 2.1 Study Area .......................................................................................................................... 6 2.2 Signalized Intersection Methodology ................................................................................. 7 2.3 Roadway Segment Level of Service Methodology .... _. ....................................................... 7 2.4 Multimodal Level of Service Analysis ............................................................................... 8 2.4.1 Multi-Modal Facilities to be Included in Study Area ............................................. 9 2.5 City of Carlsbad Growth Management Plan Performance Standards ............................... 12 3.0 Existing Conditions .................................................................................................................. 15 3 .1 Existing Street Network .................................................................................................... 15 3.2 Existing Traffic Volumes .................................................................................................. 16 3.3 Existing Transit Conditions .............................................................................................. 16 4.0 Proposed Project .. : ................................................................................................................... 19 4.1 Trip Generation ........ : .. ···· .. ·· .. ·············· .......... : ................................................................... 19 4.2 Trip Distribution ............................................................................................................... 21 4.3 Trip Assignment. ............................................................................................................... 21 5.0 Cumulative Conditions ............................................................................................................ 25 5.1 Cumulative Projects -Existing Street Network ............................................................... 25 5.2 Cumulative Projects -With College Boulevard Extension .............................................. 25 5.3 Network Conditions ........................................ : ................................................................. 28 6.0 Analysis Per City TIA Guidelines ................................................ .-......................................... 35 6.1 Background .......................................................... .-.......................... : ................................. 35 6.2 Analysis of Existing Conditions ....................................................................................... 35 6.2.1 Signalized Intersection Analysis ........................................................................... 35 6.2.2 Roadway Segment Analysis ................................................................................. 37 6.3 Analysis of Existing + Project Conditions ........................................................................ 38 6.3.1 Signalized Intersection Analysis .................................................................... , ...... 38 6.3.2 Roadway Segment Analysis ................................................................................. 40 6.4 Analysis of Existing + Cumulative Conditions -Existing Street Network ...................... 41. 6.4.1 Signalized Intersection Analysis ........................................................................... 41 6.4.2 Roadway Segment Analysis ................................................................................. 43 6.5 Analysis of Existing + Cumulative + Project Conditions -Existing Street Network ...... 44 . LINSCOTT, LAW & GREENSPAN, engineers ii LLG Ref. 3-I 6-2608 Marja Acres N:12608'R•port\l.J\!A iGMP)\2608 L\L~.docs 6.5.1 Signalized Intersection Analysis ........................................................................... 44 6.5.2 Roadway Segment Analysis ................................................................................. 46 6.6 Analysis of Existing + Cumulative Conditions -With College Boulevard Extension .... 4 7 6.6.1 Signalized Intersection Analysis ........................................................................... 4 7 6.6.2 Roadway Segment Analysis ................................................................................. 49 6.7 Analysis of Existing+ Cumulative+ Project Conditions -With College Boulevard Extension .................................................................................................................................... 50 6.7.1 Signalized Intersection Analysis ........................................................................... 50 6.7.2 Roadway Segment Analysis ................................................................................. 52 6.8 MMLOS Analysis ............................................................................................................. 52 6.9 TIA Guidelines -Findings and Conclusions .................................................................... 54 6.9. l Signalized Intersection Analysis ........................................................................... 54 6.9.2 Roadway Segment Analysis ................................................................................. 54 6.9.3 MMLOS Analysis ................................................................................................. 55 7.0 Transportation Demand Management & Transportation Systems Management ............. 56 7 .1 Transportation Demand Management (TDM) .................................................................. 56 7.2 Transportation Systems Management (TSM) ................................................................... 57 APPENDICES APPENDIX A. City of Carlsbad Roadway Capacity Table -Specific Corridors B. Intersection Analysis Methodology C. Existing Traffic Count Sheets D. Transit Schedules E. ITE Trip Generation Rates F. Cumulative Project Traffic Volumes & Information G. MMLOS Results LINSCOTT, LAW & GREENSPAN, engineers iii LLG Ref. 3-16-2608 Marja Acres N:\2608\R,pon\LMA tGMPJ'•2608 LMAdoc., LIST OF FIGURES . SECTION-FIGURE# PAGE Figure 1-1 Figure 1-2 Figure 1-3 Figure 2-1 Figure 3-1 Figure 3-2 Figure 4-1 Figure 4-2 Figure 4-3 Figure 5-1 Figure 5-2 Figure 5-3 Figure 5-4 Figure 5-5 Vicinity Map ................................................................................................................... 3 Project Study Area Map .................................................................................................. 4 Site Plan .......................................................................................................................... 5 MMLOS Study Area ..................................................................................................... 14 Existing Conditions Diagram ........................................................................................ 17 Existing Traffic Volumes .................. -............................................................................ 18 Project Traffic Distribution ........................................................................................... 22 Project Traffic Assignment ........................................................................................... 23 Existing+ Project Traffic Volumes .............................................................................. 24 Cumulative Projects Traffic Volumes -Existing Street Network ................................ 29 Existing+ Cumulative Projects Traffic Volumes -Existing Street Network .............. 30 Existing+ Cumulative Projects + Project Traffic Volumes -Existing Street Network31 Cumulative Projects Traffic Volumes -With CoJiege Blvd Extension ....................... 32 Existing+ Cumulative Projects Traffic Volumes -With College Blvd Extension ...... 33 Figure 5-6 Existing+ Cumulative Projects + Project Traffic Volumes-With College Blvd Extension ................................................................................................................................... 34 LINSCOTT, LAW & GREENSPAN. engineers iv LLG Ref. 3-16-2608 Marja Acres N:=8\R•ponll.MA (GMPJ\260S lJ\tA.doc, LIST OF TABLES SECTION...:_ TABLE# PAGE Table 2-1 Multimodal Level of Service Criteria .................................................................................. 8 Table 2-2 MMLOS Point System & LOS Rating ................................................................................ 9 Table 2-3 Street Typology and Modes Subject to LOS Standards .................................................... 11 Table 2-3 Measure of Significant Project Traffic Impacts -Roadways Subject to the Vehicle MMLOS Standard ...................................................................................................................... 13 Table 4-1 Project Trip Generation Summary ..................................................................................... 20 Table 5-1 Cumulative Projects List-Existing Street Network ......................................................... 26 Table 5-2 Cumulative Projects List -With College Blvd Extension ................................................ 27 Table 6-1 Existing Signalized Intersection Analysis ......................................................................... 36 Table 6-2 Existing Street Segment Analysis ...................................................................................... 3 7 Table 6-3 Existing + Project Signalized Intersection Analysis .......................................................... 39 Table 6-4 Existing + Project Segment Analysis ................................................................................ 40 Table 6-5 Existing+ Cumulative Conditions Signalized Intersection Analysis -Existing Street Network ..................................................................................................................................... 42 Table 6-6 Existing+ Cumulative Conditions Segment Operations -Existing Street Network ........ 43 Table 6-7 Existing + Cumulative + Project Signalized Intersection Analysis -Existing Street Network ..................................................................................................................................... 45 Table 6-8 Existing+ Cumulative + Project Segment Analysis -Existing Street Network ............... 46 Table 6-9 Existing+ Cumulative Conditions Signalized Intersection Analysis -W ith College Blvd Extension ................................................................................................................................... 48 Table 6-10 Existing + Cumulative Conditions Segment Operations -With College Blvd Extension ··················································································································································· 49 Table 6-11 Existing+ Cumulative + Project Signalized Intersection Analysis-With College Blvd Extension ................................................................................................................................... 51 Table 6-12 Existing+ Cumulative + Project Segment Analysis -With College Blvd Extension .... 52 Table 6-13 MMLOS Analysis: Transit LOS ...................................................................................... 53 LINSCOTT, LAW & GREENSPAN, engineers V LLG Ref. 3-I 6-2608 Marja Acres N:12608\Report\LMA (GMPJ\2608 1.MAdocx 1.0 INTRODUCTION . 1.1 Project Description LOCAL MOBILITY ANALYSIS MARJA ACRES Carlsbad, California September 2020 The Project proposes to construct 248 townhomes, and 46 age-restricted multi-family units (294 total units) along with 10,000 SF of retail/commercial and restaurant redevelopment (6,000 SF of Specialty Retail use and 4,000 SF of "sit-down, high-turnover" restaurant) on the site. The Project site is located on the .south side of El Camino Real between Kelly Drive and West Ranch Road/ Lisa Street, directly across from Robertson Ranch. The major intersections to the east and .wes.t are Cannon Road and Tamarack Avenue, respectively. Project access is proposed via two unsignalized right-in/right-out driveways to El Camino Real, consistent with the existing development. The site is currently.developed with an existing 12,370 SF retail/commercial center that includes the following uses: • Convenience Market (liquor store) -2,700 SF • Specialty Retail (bicycle shop and guitar shop)-6,370 SF • Sit-down, High Turnover Restaurant-3,300 SF Figure 1-1 shows the vicinity map. Figure 1-2 shows a more detailed Project study area map. The Project study area is discussed in detail in Section 2.1. Figure 1-3 shows the Project site plan. 1.2 Project Impact Analyses Analysis is based on the· City of Carlsbad Transportation Jrrzpact Analysis Guidelines {April 2018), which outlines evaluation of facilities based on their typologies, and it defines analysis methodologies and other necessary considerations. Analysis per these guidelines may include roadway segment analysis, signalized intersection ·analysis ( queuing at turn lanes), and multimodal level of service (LOS). Analysis of the· project's transportation impacts under the California Environmental · Quality Act (CEOA) is based on vehicle miles traveled (VMT) and is provided under separate cover. Senate Bill (SB) 743, (2013), created a process to change the way that transportation impacts are analyzed under CEQA. Specifically, SB 743 required the Governor's Office of Planning and Research· (OPR) to amend the CEQA Guidelines to provide an alternative to LOS for evaluating transportation impacts. The law requires that those alternative criteria "promote the reduction of greenhouse gas emissions, the development of multimodal transp?rtation networks, and a diversity of land uses." (New Public LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-16-2608 Marja Acres N:\2608\Reportll.MA (GMP)\2608 LMA.docx Resources Code Section 21099(b)(l).), and directed OPR to study alternative metrics including but not limited to "vehicle miles traveled, vehicle miles traveled per capita, automobile trip generation rates, or automobile trips generated." (Ibid.) Since ratification of the amendment to the CEQA guidelines utilizing VMT as the efficiency metric for which project impacts are evaluated, auto delay is no longer be considered a significant impact under CEQA. (Id. at subd. (b)(2).) The LOS analysis presented in this report using the City of Carlsbad TIA guidelines are not significant impacts, per CEQA. The LOS analysis provides direction for projects to provide consistency with the General Plan Mobility Element vision that "seeks to enhance vehicle, walking, bicycling, and public transportation systems options within Carlsbad, and improve mobility through increased connectivity and intelligent transportation management." LINSCOTT, LAW & GREENSPAN, engneers 2 LLG Ref. 3-16-2608 Marja Acres N:\2608\ReportlLMA tGMP)\260& IMA,docx ""··.•. :~; ;-.t-·. ·· -~ OCEANSIDE * PROJECT ···--~ SITE CARLSBAD t : PACIFIC OCEAN Legend City Boundary Incorporated Unincorporated I . . N:\2608\Figures Date: 06/13/16 DEL~R: ..... ········· , __ .: · .:• .... :_ ... .... ., .... ... SAN MAR~ci·•· .• ·:·:•>.:·:· ~ ·/ . •• ~-· <.,, •• -..... ~/: . ·=-.:.:: .. . ..... · . ... .. . .. ....... ,~ .. •·· .. · POWAY .. : ·: . ... (~\· ... .... •: ... ;. \ · ........... . ( ·, · .... : . SAN DIEGO SANTEE .·· 0 t () 4MUes I Figure 1-1 Vicinity Map MARJA ACRES ® Study Intersection Study Segments Exempt Roadways 1.::::: Project Site Date: 9/14/2020 Time: 1114 AM CD @ ~ ,-0) 14" ~ I ---\:!J-• § I ~ I / Project Site .,,,,. , / -.,,,,.-✓-~-01\rJ)r ___ .,,,,. ■ N:12608\Figure Map Source: Source Esri, Maxar, GeoEye, Earlhstar Geographies, CNES/Alrbus DS, USDA, USGS, AeroGRID, JGN, and the GIS User Community cannon Rd Faraday,, ,,,,,.0 N A Figure 1-2 Project Study Area Map MARJA ACRES SOURCE· H -____ :.:.:_:::.::::_· ~ow~le:s~W~e~ile::r~&~A~s~·ia te: soc1ates, August 1, 2019 0 Figure 1-3 Site Plan MARJA ACRES 2.0 ANALYSIS APPROACH & METHODOLOGY The following summarizes the evaluation methodologies to be used per the City of Carlsbad Transportation Impact Analysis Guidelines. 2.1 Study Area Per the City of Carlsbad TIA Guidelines, the study area shall include the following: Intersections • All signalized intersections within 0.25 miles of a project access point serving vehicles will be included in the study area. Additional intersections within 0.25 to 0.5 miles from the project access points may also be added to the study area the discretion of the City Engineer I City Traffic Engineer. • Unsignalized intersections located along corridors subject to Auto MMLOS within the project study area may require a traffic signal warrant analysis. A warrant analysis is required if: o The unsignalized intersection provides direct access to the project site, or o The unsignalized intersection provides direct access to a cumulative project considered in the Transportation Impact Analysis o The unsignalized intersection has been identified by the City as a potential signalized intersection. A warrant analysis is not required for right turn in/right turn out only intersections or driveways that are physically restricted by a raised center median. Street Segments • Non-freeway roadway segments that are subject to Auto MMLOS Criteria and expected to experience an increase in project traffic equal to 50 or more peak hour trips· in either direction of travel. Freeway Mainline Segments • Freeway mainline segments where the project adds 50 or more peak hour trips in either direction of travel. Freeway Ramps • Freeway eritrance and exit ramps where the proposed project will add 20 or more peak- hour trips and/or cause any traffic queues to exceed ramp storage capacities. LINSCOTT, l.Aw & GREENSPAN, engineers 6 LLG Ref. 3-16-2608 Marja Acres N:ll6081R<portl.LMA (GMP)\2608 LMA.docx Based on these guidelines, the following auto facilities are included in the study area for analysis: Intersections • EI Camino Real / Tamarack Avenue (signalized) • El Camino Real / Kelly Drive (signalized) • El Camino Real/ West Ranch Road (signalized) • El Camino Real / Cannon Road (signalized) Street Segments (El Camino Real: 6-lane Arterial) • Tamarack A venue to Cannon Road The two (2) unsignalized project access driveways are right turn in/right tum out only and restricted by a raised center median. Thus, per the City guidelines, no warrant analysis of these intersections is required. However, the project access driveways are depicted on traffic volume figures to better illustrate traffic flows in the various study scenarios. For the purposes of Growth Management monitoring, the City of Carlsbad defines the limits of the study area arterial facility as El Camino Real between Tamarack A venue and Cannon Road. The facjJjty comprises a 6-Lane Arterial with four signalized intersections. City of Carlsbad guidance directs that if volume is believed to vary along the facility, it shall be measured at each segment and an average volume used for that facility. Thus, volumes for each scenario were counted and/or calculated at four segments within the facility, with the average then utilized for facility-level GMP analysis. Figure 1-2 depicts the study area. 2.2 Signalized Intersection Methodology The City of Carlsbad's published TIA Guidelines state that all signalized intersections within the study area are subject to the signalized intersection analysis. The analysis will address the adequacy of tum lanes at a signalized intersection to serve the existing, forecast and project traffic queues. As stated previously, all signalized intersection within 0.25 miles of the project auto access driveway or intersection shall be included in the study area. Analyses will be based on the following criteria: • Left turn queue assessment: Compare the left turn volume with the length of the left turn pocket(s). A general rule of thumb of one foot per left turning vehicle per lane may be used for this analysis. · • Left turn volume: If the left turn volume exceeds 250 vehicles per hour, a second left turn lane is recommended. • Right turn volume: If the right turn volume exceeds 150 vehicles per hour, a dedicated right tum lane is recommended. 2.3 Roadway Segment Level of Service Methodology The City of Carlsbad's published TIA Guidelines state that roadways within the Project study area subject to Auto MMLOS standards shall be evaluated using the most current version of the Highway LINSCOTT, LAW & GREENSPAN, engineers 7 LLG Re'r. 3-16-2608 Marja Acres N:=>"Jlepon\LMA (GMP)\2608 l.MA.docx Capacity Manual, as outlined in the City's General Plan Mobility Element (2015). Roadway Capacity Tables derived from the Highway Capacity Manual were developed specifically for each roadway subject to vehicular level of service in the City of Carlsbad. The specific capacity calculated for each roadway talces into account key geometric and operational factors including number of lanes, type of facility, intersection cycle length, distance between intersections, and other factors related to lane capacity and signal operations. The capacity for each roadway segment was calculated using the ARTPLAN software, which was developed using the capacity calculations outlined in the HCM. The ARTPLAN software package is used nationally as a planning tool, but alternative methods can be used to calculate roadway segment capacity. The City of Carlsbad Roadway Capacity Tables Report provides the directional capacity for each roadway segment subject to vehicular level of service analysis in the General Plan Mobility Element. To evaluate the operating conditions along a study corridor, pealc hour volumes are compared to the Roadway Capacity Tables to determine the corridor operating conditions. The LOS for each corridor is reported for all study scenarios in the TIA. Appendix A contains the City of Carlsbad Roadway Capacity Tables Report. 2.4 Multimodal Level of Service Analysis The City of Carlsbad requires multimodal level of service (MMLOS) evaluation for pedestrian, bicycle and transit/rideshare users of the public roadway system. The City organizes the street network by a system of "typologies", as defined by the City of Carlsbad Mobility Element. Depending on the typology, different streets may require different MMLOS evaluations. For each roadway user set (pedestrian, bicycle, transit), general criteria groups have been identified. Table 2-1 shows a summary of the criteria for each roadway user set. TABLE2-1 MULTIMODAL LEVEL OF SERVICE CRITERIA Roadway Users Pedestrian Bicycle Transit/Rides haring Accessibility & functionality Street Characteristics Access Street Characteristics Facility ( each side of street) · Connecti"'.ity Crossing Characteristics Bikeway Design Transit Priority Other Elements Connectivity/Contiguity Service -Adjacent Vehicle Parking Amenities -Other Elements. Bicycle Accommodations --Available Mobility Services Source: City of Carlsbad. MMLOS Tool (March 2020). Each roadway's typography is evaluated for the particular set of roadway users based on sub-criteria, which is assigned "typology points". The following represents examples of sub-criteria within the "Transit and Ridesharing" general criteria group with corresponding points assigned: LINSCOTT, LAW & GREENSPAN, engineers 8 LLG Ref. 3-16-2608 Marja Acres N:\1608\ReponlLMA (GMP)\2608 1.MA.docx • Access -"ADA compliant sidewalk or path to transit stops in both directions" (15 points assigned) •· Connectivity -"Multiple transit routes on segment" (10 points assigned) • Transit Priority-"Dedicated right of way" (5 points assigned) • Service -"Commute shuttle service provided during the morning and afternoon commute periods" (10 points assigned) • Amenities -"Covered bus stops" (5 points assigned) • Bicycle Accommodations -"Bike parking available at the bus stop" (5 points assigned) • Available Mobility Services -"On demand rideshare services available" (10 points assigned) The MMLOS analysis evaluates each of the sub-criteria, totals the points for _the subject street typology, and compares the points to the City's MMLOS Point System and LOS Rating, shown in Table 2-2. This table assigns a qualitative LOS to several ranges of points. TABLE2-2 MMLOS POINT SYSTEM & LOS RATING Point Score LOS 90-100 A 80-90 B 70-80 C 60-70 D 50-60 E 0-50 F Source: City of Carlsbad. MMLOS Tool (March 2020). The City's Mobility Element calls for each street typology to achieve LOS Dor better operations for each mode subject to level of service standards. 2.4.1 Multi-Modal Facilities to be Included in Study Area In general, multi-modal facilities must be included in the study area based on the following criteria: Pedestrian: • All pedestrian facilities that are directly connected to project access points will be included in the study area. • All pedestrian facilities adjacent to the project development site that provide direct pedestrian access to the project site will be included in ~e study area. • The analysis of each pedestrian facility will extend in each direction to the nearest intersection or connection point to a roultiuse trail or path. The study area will extend from the project site until a Mobility Element Road or Class I trail is reached in each direction. • Pedestrian facilities shall include all existing and proposed sidewalks, crosswalks, signalized pedestrian phases, and ADA-compli_ant facilities. • Pedestrian analysis need only be conducted for the side of the street where the project is located, unless the project is located on both sides of the street, in which case both sides of the street should be studied. LINSCOTT, LAW & GREENSPAN, engineers 9 LLG Ref. 3-16-2608 Marja Acres N:\:!oO&'Rej>on'L\1.A (GMP)\2608 LMA.doc, • Pedestrian analysis shall be conducted for all roadway segments included in the study area that are subject to the Pedestrian MMLOS standards. Bicycle: • All facilities that bicyclists can legally use shall be included in the study area from each project access point extending in each direction of travel to the nearest intersection, dedicated bicycle facility, or connection point to a multiuse trail or path. Inventory and evaluation shall include all off-street and on-street bicycle paths, lanes, and routes. • . Bicycle analysis shall be conducted for both directions of travel ( e.g. both sides of the street) of each facility included in the study area. • Bicycle analysis shalJ be conducted for roadway segments subject to the Bicycle MMLOS standards. Transit: • All existing transit lines and transit stops within ½ mile walking distance of the project site shall be included in the study area. • If the roadways within the study area are not subject to Transit MMLOS standards no further transit analysis is required. • For all transit lines located in the study area, the nearest stop for each line in each direction of travel will be analyzed according to Transit MMLOS. • All pedestrian routes linking the project site to a transit line within the ¼ mile walking distance boundary. • If no transit lines are provided, but the roadways within the study area are identified as subject to Transit MMLOS, the project shall complete the worksheet for ''No Transit Located within½ Mile Walk from Subject Site or Roadway Segment". • Transportation Demand Management Measures shall be identified for the project, which may include on-demand transit, flex, or other measures. Table 2-3 summarizes the modes subject to level of service standards for each street typology per the Carlsbad General Plan Mobility Element Table 3-1. LINSCOTT, u.w & GREENSPAN, engineers 10 LLG Ref. 3-16-2608 Marja Acres N:D60SIReponlL\lA (GMP)l26OS LMA.doc,c TABLE2-3 STREET TYPOLOGY AND MODES SUBJECT TO LOS STANDARDS Street Typology Vehicular Pedestrian Bicycle Transit Freeway Yes --Yes Arterial Street Yes No No Yes Identity Street No Yes Yes No Village Street No Yes Yes No Arterial Connector Street Yes Yes Yes No Neighborhood Connector Street No Yes Yes No Employment/ Transit Connector Street No Yes Yes Yes Coastal Street No Yes Yes No School Street No Yes Yes No Industrial Street Yes No No Yes Local/Neighborhood Street No Yes Yes No Based on the study area criteria shown m Section 2.3.1, the MMLOS study area includes the following: Pedestrian None The project site is located on El Camino Real, an Arterial Street. These streets are not subject to Pedestrian LOS analysis. Bicycle None The project site is located on EI Camino Real, an.Arterial Street. These streets are not subject to Bicycle LOS analysis. Transit El Camino Real (Arterial) is served by NCTD Routes 309 and 323. The following transit stops, serving both Routes 309 and 323, are located within½ mile of the project site: • El Camino Real / Tamarack Avenue • El Camino Real / Kelly Drive • El Camino Real / West Ranch Road Figure 2-1 shows the l\1MLOS study area. LINSCOTT, LAW & GREENSPAN, engineers 11 LLG Ref. 3-16-2608 Marja Acres N:\260S\Roport\L~1A (GMP)\2608 !..MA.docs 2.5 City of Carlsbad Growth Management Plan Performance Standards The City of Carlsbad Growth Management Program "Citywide Facilities and Improvements Plan (last amended August 22, 2017)" states that the performance standard for the circulation system is as follows: Implement a comprehensive livable streets network that serves all users of the system - vehicles, pedestrians, bicycles and public transit. Maintain LOS D or better for all modes that are subject to this multi-modal level of service (~OS) standard, as identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt intersections and streets approved by the City Council. Thus, the Growth Management Plan's standard for all non-exempt street system facilities is LOS D. To comply with the Growth Management Program, all roadway facilities identified as not meeting the performance standard (LOS D) in the existing conditions scenario must be fully mitigated regardless of the project impact to that facility, or the TIA must request an exemption from the LOS D standard according to the Mobility Element Implementing Policy 3-P.9. The project causes a significant impact to the transportation facility in the study area if one or more of the following criteria is met: • The roadway facility is projected to exceed the LOS D standard and the project's traffic meets or exceeds the thresholds of significance listed in Table 2-3; or • A ramp meter delay exceeds 15 minutes and the project's traffic meets or exceeds the thresholds of significance listed in Table 2-3; or • The addition of project results in a change in LOS from acceptable (LOS D or better) to deficient (LOS E or F) on a roadway segment, freeway segment or ramp; or • The project results in a change in conditions on a roadway segment, freeway segment or ramp that exceeds the allowable thresholds (outlined in Table 2-3) for locations operating at a deficient LOS without the project (baseline conditions). LINSCOTT, LAW & GREENSPAN, engineers 12 LLG Ref. 3-16-2608 Marja Acres N:\.?608'Reponll.MA (GMPJ\2608 l.MA.docx TABLE2-3 MEASURE OF SIGNIFICANT PROJECT TRAFFIC IMPACTS-ROADWAYS SUBJECT TO THE VEHICLE MM LOS STANDARD Auto Facility Subject to Threshold of Significance MMLOS Thresholds Roadway Segment Any trip added to a segment forecast to operate at deficient LOS requires project mitigation; Project mitigation will be determined based on project contribution to the identified impact. Freeway Segment I% increase in V /C or 1 mph decrease in speed Ramp Meter 2-minute increase Source: Table 6-Carlsbad TIA Guidelines (FINAL), April 2018. The project can have either a direct or cumulative impact as follows: • Direct Impacts: any significant impact identified under existing conditions. Direct impacts shall be fully mitigated by the project. • Cumulative Impacts:. any significant impact identified under Cumulative and Horizon Year conditions. Cumulative impacts may be mitigated through fair share contribution. Projects identified for fair share contribution should be included in the City's Capital Improvement Program (CIP) or Transportation Impact Fee (TIF) program. Any roadway section that is identified as having a significant impact must either: • Mitigate the traffic impact to pre-project conditions, or • Request LOS exemption from City Council for the LOS standard and identify feasible TSM & TDM mitigation Because of the qualitative nature of the MMLOS methodology, a project impact is significant if an existing pedestrian, bicycle or transit facility is determined to not meet the LOS D standard regardless of the forecasted number of project trips expected to use the facility. An impact occurs and is deemed significant if: • An existing facility in the project study area does not meet the pedestrian, bicycle or transit LOS standard, or • The project causes a standard facility to become substandard (e.g., removal of an. existing bike lane or bus stop, or blocking pedestrian access), or • A gap is identified in or directly adjacent to the study area related to pedestrian, bicycle or transit service to the project site. LINSCOTT, I.AW & GREENSPAN, engineers 13 LLG Ref 3-16-2608 Marja Acres N:1260S'Report\L!IIA (GMP)\2608 u\1A.d<Jcx ■ N:12608\Flgure Dale: 9/14/2020 Time: 11:13AM fH•i:i • if I Map Source: SANDAG & SanGIS I:] / I I I .,.., I -, I ----------Project Site -r~ : I . • 'I r--c:·.: Project Site Transit stop Transit stop near project ,.,. A Figure 2-1 MMLOS Study Area MARJA ACRES 3.0 EXISTING CONDITIONS This section presents existing transportation conditions for street system components identified for analysis. 3.1 Existing Street Network The following is a description of the major roadways within the study area. Figure 3-1 illustrates existing conditions in the study area in terms of traffic lanes and intersection controls. El Camino Real is classified as an Arterial Street on the City of Carlsbad Mobility Element. Within the study area, El Camino Real is currently constructed as a six-lane divided roadway with a raised center median. The posted speed limit is 55 mph. Bike lanes ~re provided in both directions of travel and on-street parking is not allowed on El Camino Real. El Camino Real in the Project vicinity was recently improved to its buildout 6-lane Arterial Street standard as part of the Robertson Ranch development located across the street from the Proposed Project. As such, intersection configurations, lane widths, bike lane and bus stop configurations, pedestrian sidewalk and crosswalk facilities are considered built out to City standards throughout the study area. It should be noted that a third westbound through lane on El Camino Real at its intersection with Cannon Road is planned and is anticipated to be completed prior to the Project's approval or construction. However, as it is not yet constructed, this lane is not assumed as an existing baseline condition for analysis in this report. Tamarack Avenue is classified as a Neighborhood Connector Street on the City of Carlsbad _Mobility Element. Within the study area, Tamarack Avenue is currently constructed as a four-lane roadway. The posted speed limit is 45 mph north of El Camino Real and 35 mph south of El Camino Real. Curbside parking is not permitted. Bike lanes and bus stops are provided. Kelly Drive is classified as a School Street the City of Carlsbad Mobility Element. Within the study area, Kelly Drive is currently constructed as a two-lane roadway with center TWL TL median. The posted speed limit is 25 mph. Curbside parking and bike lanes are provided. The north leg of the intersection currently serves a limited amount of construction-related traffic associated with the Robertson Ranch project and will ultimately serve as a project driveway for that development. West Ranch Road is an unclassified roadway in the City of Carlsbad Mobility Element. West Ranch Road is currently constructed as two-lane divided roadway and serves as an access point for the Robertson Ranch residential community. There is no posted speed limit. Curbside parking is not permitted. West Ranch Road is located opposite Lisa Street, a single access point for a gated community on the opposite (south) side of El Camino Real. LINSCOTT, LAW & GREENSPAN, engineers 15 LLG Ref. 3-16-2608 Marja Acres N:\2608\Repon\LMA tGMP)\2608 ~l-\.docx Cannon Road is classified as an Arterial Street in the City of Carlsbad Mobility Element. Within the study area, Cannon Road is currently constructed as a four-lane divided roadway. The posted speed limit is 50 mph. Curbside parking is not permitted. Bike lanes and bus stops are provided. Cannon Road in the vicinity of El Camino Real currently serves as an interim detour route for north-south traffic using College Boulevard, located east of Cannon Road. College Boulevard is currently missing a segment between Cannon Road and El Camino Real, and until this extension is constructed by adjacent development, sub-standard operating conditions will occur in this area, particularly at the El Camino Real/ Cannon Road signalized intersection. 3.2 Existing Traffic Volumes AM/PM peak hour intersection counts at all study area intersections were commissioned on Tuesday, November 13, 2018 while schools in the area were in session and the current phases of Robertson Ranch located directly to the north were developed. Daily traffic volumes (ADT) on El Camino Real in the study area were also conducted on the same date. Figure 3-2 shows the Existing Traffic Volumes. Appendix C contains the intersection and segment count sheets. 3.3 Existing Transit Conditions Transit schedules for the local serving Route 309 and 323 Bus Services are included in Appendix D. Route 309 provides service from Oceanside to Encinitas via El Camino Real, serving the El Camino Real SPRINTER Station and Encinitas COASTER Station. Service is provided Monday through Saturday at approximately 30 minute headways throughout the day, with hourly headways in the late evenings: Sunday and holiday service is hourly. Route 323 provides service from the College Boulevard SPRINTER Station to Quarry Creek. Additional stops including Carlsbad High School and Sage Creek High School are served o on a limited basis. These select trips are the only ones that operate within the Project study area and there is only one southbound AM and one northbound PM trip which operate on sc.hool days during the regular school year. Route 323 does not operate on Saturdays, Sundays, or holidays. The nearest stops to the Project for both routes are located on El Camino Real at Kelly Drive. Stops are also located on El Camino Real at West Ranch Road, which may be more proximate for residents in the eastern portion of the Project site. Transit stop amenities, including at least a bench and trash can, are present at each of the 4 stops located adjacent to the Project. Results of the Transit LOS evaluation are shown in Section 6.8. LINSCOTT, LAW & GREENSPAN, engineers 16 LLG Ref. 3-16-2608 Marja Acres N:\;!608\R•po~\U,L~ tGMPi'160S Uto\.doc. CD ~ ,j ~~ I p= ~I I El Camino Real :;: ~~Ir <( ti I; E o!! @ Study Intersections · 'l Ir Turn Lane Configurations DC Intersection Control # Number of Travel Lanes DI U Divided / Undivided Roadway ~ Posted Speed Limit I N :12608\Figures Date: 08/30120 ® 0 .,,._ ,j~ I 17 --~I I El Camino Real El Camino Real • :;: ~+ :;: .. ( ! Is i "l 0 ® --El Camfno Real -:;: • Qi ( § l ,, 0: ® i 0: ,j~ I S: '--RTO!. 17 -II~~ I ~RTOL 17 ~H El Camino Real _. I I El Camino Real ~r ~~ 1r -=;-RTOL=: d' l, i u 0 Figure 3-1 Existing Conditions Diagram MARJA ACRES 0 -~~ "'--'-132/245 ;:::~5 --441 /1,484 JT"t r 146/149 El Camino Real 40/40_,,. ") 1 ( 2,074 /007-!I/ ,;I; Nie < -~-40 I 45, i ,-..-o ~~~ i -... ® Study Intersections AM/ PM .::::: AM / PM Intersection --.. Peak Hour Volumes AM I PM Segment ..,, AM I PM Peak Hour Volumes I N:12608\Figures Date: 07130/20 . ' ® 0 '-4/0 N --619 / 1,885 a:, ) r 176/166 '"-803 / 2,024 El Camino Real El Camilo Real 2,0_,,. ") ( 2,892/773-( 2,704/720-~;JI; 9/28, <» ~ gj~ 'It ::: 107172, ! .... ! .,,. d: 0 ® N "' N st -o-N-0> .,,_,_ --803 / 2,024 ) i l,. El Camilo Real 2,894/785-( c,6/47_,,. 517, ,_ 2,832/740-!ii ::: !"' 011--.. 'l5' d: ii! ® £ N~,;li ~'-39/65 "'"'"' '-410 / 1,015 ---:i!--754 / 2,002 l38 N --512 / 1,659 -r--~ r3/13 ) l i.. r64/62 "tr(Real 8 Camino Real 100/55_,,. ") 1 ( N -2,289 / 585-"'"'":ls oo-"O ~;,;-453/154, er:: --N C 0~(0 ~ ~.,.. <'.l () Figure 3-2 Existing Traffic Volumes MARJA ACRES 4.0 PROPOSED PROJECT 4.1 Trip Generation The Project proposes the construction of 294 residential dwelling units and 10,000 SF of commercial space. The residential units will be composed of 248 market rate townhomes, and 46 affordable age- restricted multi-family units. The townhomes are analyzed under the "Condominium" trip generation rate found in the SANDAG "Brief Guide", based on an approximate residential density of 17 DU/acre for these units. The senior apartments are analyzed using the "Senior Adult Housing - Attached" rate from the national ITE Trip Generation Manual, as SANDAG does not provide a rate for that unique land use. Instead, SANDAG provides a rate for "retirement community" which is typically a larger, stand-alone age-restricted single-family home community as opposed to reduced- rate senior apartments as proposed. Appendix E contains the ITE trip generation rates. The commercial space is currently proposed as 6,000 SF of specialty retail uses, and 4,000 SF of sit- down/high-turnover restaurant use. Trip generation estimates for the Project were based on the SANDA G's Brief Guide of Vehic_ular Traffic Generation Rates for the· San Diego Region (April 2002) and the ITE Trip Generation Manual. The site is currently developed with approximately 12,370 sf of commercial space consisting of a restaurant, convenience/liquor store, bicycle shop, and guitar repair shop. Trip generation rates for the existing site were also obtained from SANDAG. Table 4-1 tabulates the net Project traffic generation. Net of reductions for the existing on-site land uses, the Project is calculated to generate 901 ADT with (15) inbound I 83 outbound trips during the AM peak hour and 97 inbound I 13 outbound trips during the PM peak hour. It should be noted that the AM inbound trips with redevelopment of the site are less than the number of trips generated by the existing land use categories. LINSCOTT, LAW & GREENSPAN, engineers 19 . LLG Ref 3-16-2608 Marja Acres N:\:?608\R<port\LMA (GMP/12608 LMA.docs TABLE4-1 PROJECT TRIP GENERATION SUMMARY Daily Driveway Trips AM Peak Hour (ADT) Land Use Quantity In:Out Volume Rate Volume Rate Split Proposed Project Townhomes (Condominium)• 248DU 8/DU 1,984 8% 2:8 .. -··· ··········--··· Apartment b 46DU 3.7/DU 170 0.20/DU 35:65 ..... Specialty Retail 0 6,000SF 40/ksf 240 3% 6:4 Restaurant 4,000SF 160/ksf 640 8% 5:5 ..... (Sit-down,1.._lii_g~ .. ~l:1!1:l.C>.Y.~~).___ .................. Subtotal Proposed Project: --3,034 --Existing Site Convenience Market 2,700 SF 500/ksf 1,350 8% 5:5 Specialty Retail 6,370 SF 40/ksf 255 3% 6:4 Restaurant 3,300 SF 160/ksf 528 8% 5:5 (sit-down high turnover) Subtotal Existing - -(2,133) --Net New Traffic --901 - -Source: SANDAG (Not So) BnefGurde ofVeh1cu/ar Traffic Generation Rates for the San Diego Reg,on (Apnl 2002). Foot11otes: a. Condominium rate applies to "any multi-family 6-20 DU/acre". b. Senior Adult Housing-Attached (Land Use 252). ITE Trip Generation Manual, I 0th Edition (See Appendix E). c. Specialty retail rate applies to proposed "bike shop" and unspecified retail Ge11eral Notes: ksf= Thousand Square Feet • ADT = Average Daily Trips LINSCOTT, LAW & GREENSPAN;engineers 20 In Out 32 127 3 6 ····· 4 3 26 25 65 161 54 54 5 3 21 21 (80) (78) (15) 83 Total Rate 159 10% ... 9 0.26/DU 7 9% 51 8% ···-226 -108 8% 8 9% 42 8% (158) -68 -PM Peak Hour ln:Out Volume Split In Out Total 7:3 139 59 198 55:45 7 5 12 -----········· ·················-··•···-'--5:5 6:4 -5:5 5:5 6:4 --11 11 31 20 188 95 54 54 12 11 25 17 (91) (82) 97 13 LLG Ref. 3-16-2608 Marja Acres N 'C60SU!epon\LMA (GMPj\250S LMA.doc, 22 -----·· 51 283 108 23 42 (173) 110 4.2 Trip Distribution The Project's distribution was developed using engineering judgment informed by the Project land uses (residential, age-restricted residential, retail and restaurant), as well as existing traffic patterns at the study area intersections. The Project's residential components are intended to provide both infill (townhomes) and senior housing, both of which are anticipated to generate both regional trips to the Interstate 5 corridor and locally-oriented trips along the El Camino Real corridor. Some Project traffic bas been distributed to/from the Kelly Elementary school located south of El Camino Real on Kelly Drive through the El Camino Real/ Kelly Drive signalized intersection to reflect potential school and/or cut through trips to Tamarack Drive. The intersection is evaluated, but Kelly Drive is classified as a School Street per the City of Carlsbad Mobility Element; therefore, it is not subject to level of service standards for vehicles. It should also be noted that the raised median on El Camino Real restricts left turns to and from the Project site. The adjacent signalized intersections at West Ranch Road/Lisa Street to the east and Kelly Drive to the west will serve the resulting U-turn movements. 4.3 Trip Assignment The Project traffic generation in Table 4-1 was assigned to the street system based on the trip distribution presented in Figure 4-1. The resulting assignment of AM/PM peak hour Project volumes is shown on Figure 4-2. Existing+ Project traffic volumes are presented on Figure 4-3. LINSCOTT, LAW & GREENSPAN, engineers 21 LLG Ref. 3-16-2608 Marja Acres N:12608\Ropon'l.MA \GMP)\260S LMA.docx @ Study Intersections Local Project Distribution I . . N:12608\Figures Date: 01/09/19 Project Site 0 Figure 4-1 Project Trip Distribution MARJA ACRES 0 u') '-4/1 -+---17 /2 '7 \.. r12/2 8 Camino Real -3/19--( ~ .,, > -"' -1~ F @ Study Intersections AM/PM .:::: AM' PM Intersection , Peak Hour Volumes AM / PM Segment ..,. AM I PM Peak Hour Volumes I N :\2608\Fig ures Date: 08/05120 0 -6/39--0 -3315 ;-4/1 ~.S/53 -29/59 8 Camino Real El Camino Real ( -8/49--( ~ ,._ -7/48, *;:;. '7 E .,. a j .,,. ,I: 0 ® -29/59 8 Camino Real 4217-( 37 /6:::, <O -8/49, ll! ::: 46/7-g " . .,. ,I: ~ © J u') ?; -'7 -.S/53 ) --5/33 El Camino Real El Camino Real 4 I 1--" ") u') 30/4-.., -12/2, "" "' ! ' 0 0 Figure 4-2 Project Traffic Volumes MARJA ACRES 0 ~~ N::::: '--136/246 ;:::8l 8 -458/1486 ..,._..,. ) I t... ,.--158/151 40/40--" 2,0711626-")EIJmr"°Roal ~ ~ m < -...--40/45-.. l .... -"' ..,.)!!~ ! -@ Study Intersections --" AM / PM Intersection AM /PM ~ Peak Hour Volumes AM I PM Segment ...,, AM I PM Peak Hour Volumes . I N:\2608\Figures Date: 08/31 /20 0 N "' ) 2,6981759----107172-.. CD '--4/0 -652/1,890 ,.--172/220 -832/2,083 El Camino Real El Camino Real ") ( 2,884/822-( .... "' !!;l .., "' 2176-.. o i~ .--!~ ! . .,. il: 8Y -832/2,083 El Camino Roal 2,936/792-( (") -3156-.. !il! ~ !~ . .,. il: © 1i1 ® J'--39/65 ,.._~~ ~o~ ION<"> '--410 / 1,015 ;,:-746 / 2,055 r-.a,N ,-,-a, oo~ -507/1,692 ...,_,.._ ) I t... ,.--3/13 7T t... ,.--64 /62 El Camino Real ") El 1am( Real 73/53--" ") ( 104/56--" N-., ~~~ 2,878/747-2,3191589--o-0/1-.. 465 /156-.. 0::---N I!~"' /J () Figure 4-3 Existing + Project Traffic Volumes MARJA ACRES 5.0 CUMULATIVE CONDITIONS The analyses is conducted for potential cumulative development conditions; one with the existing street network, and one with the future College Boulevard extension (and associated qevelopment projects) is included. The following sections describe each. 5.1 Cumulative Projects -Existing Street Network . To determine Near-Term (Existing+ Cumulative) conditions, LLG coordinated with the City of Carlsbad to identify approved or pending projects that will add traffic to the Project study area in the near-term (Project opening day) condition. For the purposes of this analysis, Near-Term for the Project is considered to be 2025 (approximately five years from the date of this study), when the following six (6) cumulative projects identified for inclusion in Near-Term conditions would be considered built and occupied. Table 5-1 lists and describes each cumulative project. For Existing Street Network conditions, Figure 5-1 shows the total cumulative projects peak hour traffic volumes. Figure 5-2 shows the peak hour traffic volumes for the "Existing + Cumulative Projects" scenario. Figure 5-3 shows the peak hour traffic volumes for the "Existing + Cumulative Projects+ Project" scenario. The total cumulative traffic volumes for the Robertson Ranch development, located opposite the Project, are depicted in a figure in Appendix F. Individual cumulative project assignments completed by LLG based on available information, as well as supporting information including cumulative project trip generation and distribution, where available, is also included in Appendix F. 5.2 Cumulative Projects -With College Boulevard Extension An additional four (4) cumulative projects are located on the planned future extension of College Boulevard. • Cantarini Ranch • Holly Springs • Dos Colinas • Encinas Creek Apartment Homes These projects are conditioned to construct the College Boulevard extension between Cannon Road and El Camino Real. The College Boulevard extension will serve to relieve the existing traffic volumes on El Camino Real between College Boulevard and Cannon Road, thereby improving operations at the El Camino Real / Cannon Road intersection in the study area. Thus, it is considered a worst-case analysis to evaluate the cumulative conditions scenario using the existing street network without the extension of College Boulevard. However, as these four cumulative projects are approved and could move forward at any time, a cumulative conditions scenario with the extension of College Boulevard and the associated LINSCOTT, LAW & GREENSPAN, engineers 25 LLG Ref 3-16-2608 Marja Acres N:\2(;08\Roport\l.MA (GMP)l2WS 1.MA.docx development projects that would construct it was evaluated. Table 5-2 lists and describes the projects included in the cumulative analysis with the College Boulevard extension. For With College Boulevard Extension conditions, Figure 5-4 shows the total cumulative projects peak hour traffic volumes. Figure 5-5 shows the peak hour traffic volumes for the "Existing + Cumulative Projects" scenario. Figure 5-6 shows the peak hour traffic volumes for the "Existing + Cumulative Projects + Project" scenario. Individual cumulative project assignment and supporting information for the additional four projects associated with College Boulevard extension are also included in Appendix F. Permit Number CT 03-10 MP 02-03 SDP14-08 CT 13-03 CT 2018-0007 SDP15-13 Source: City of Carlsbad TABLES-1 CUMULATIVE PROJECTS LIST-ExlSTING STREET NETWORK Project Name Aura Circle Robertson Ranch PA-I & PA-2 Robertson Ranch PA-7 & PA-8 Robertson Ranch PA-9 & IO Robertson Ranch PA-11 Robertson Ranch PA-22 Description 9 single family dwelling units located north of Aura Circle, west of Kelly Drive. Includes 27 multi-family dwelling units and 2.3 acres of RV storage area with access to El Camino Real and Tamarack A venue. Includes a total of 396 multi-family dwelling units with access to El Camino Real and Tamarack Avenue. Approximately 30% of these units were constructed and occupied at the time of existing baseline counts. The balance of forecasted traffic was added to Near-Term conditions. Includes a total of 100 single family dwelling units with access to El Camino Real and Tamarack Avenue. Approximately 50% of these units were constructed and occupied at the time of existing baseline counts. The balance of forecasted traffic was added to Near-Term conditions. Includes a total of 8.0 acres of community commercial development and 5.0 acres of community facilities with access to El Camino Real and Tamarack A venue. 98 senior apartments located south/east of Cannon Road between El Camino Real and College Boulevard. LINSCOTT, LAW & GREENSPAN, engineers 26 LLG Ref. 3-16-2608 Marja Acres N:~081.Reponll~U (GMP)\2608 I.MA.doc~ Permit Number CT 03-10 MP 02-03 SDP 14-08 CT 13-03 CT 2018-0007 SDP 15-13 CT 00-18 CT 00-21 CUP09-02 ~DP 01-I0(A) Source: City of Carlsbad TABLES-2 CUMULATIVE PROJECTS LIST-WITH COLLEGE BLVD EXTENSION Project Name Aura Circle Robertson Ranch PA-1 & PA-2 Robertson Ranch PA-7 & PA-8 Robertson Ranch PA-9 & 10 Description 9 single family dwelling units located north of Aura Circle, west of Kelly Drive. Includes 27 multi-family dwelling units and 2.3 acres of RV storage area with access to El Camino Real and Tamarack A venue. Includes a total of 396 multi-family dwelling units with access to El Camino Real and Tamarack Avenue. Approximately 30% of these units were constructed and occupied at the time of existing baseline counts. The balance of forecasted traffic was added to Near-Term conditions. Includes a total of I 00 single family dwelling units with access to El Camino Real and Tamarack A venue. Approximately 50% of these units were constructed and occupied at the time of existing baseline counts. The balance of forecasted traffic was added to Near-Term conditions. RobertsonRanchPA-11 Includes a total of 8.0 acres of community commercial development and 5.0 acres of community facilities with access to El Camino Real and Tamarack A venue. Robertson Ranch PA-22 98 senior apartments located south/east of Cannon Road between El Camino Real and College Boulevard. Cantarini Ranch 105 single family dwelling units and 80 multi-family dwelling units located on the easterly side of the future College Boulevard extension between El Camino Real and Cannon Road. Holly Springs 43 single family dwelling units located southerly of Cannon Road and easterly of the future College Boulevard extension between El Camino Real and Cannon Road. Dos Colinas 305 Senior/Assisted Living units on two non-contiguous sites along the future College Boulevard extension between Cannon Road and El Can1ino Real. Encinas Creek Apartment Homes 127 apartment located south/east of Cannon Road between El Camino Real and College Boulevard. LINSCOTT, LAW & GREENSPAN, engineers 27 LLG Ref 3-I 6-2608 Marja Acres N:U608\Reporlll.M.~ (GMPJ\26-08 l.JIL-\.ooc, 5.3 Network Conditions As described in the prior sections, two cumulative conditions scenarios are evaluated. The first assumes the existing street network with no notable improvements within the study area. The second scenario assumes the construction of the College Boulevard extension between Cannon Road and El Camino Real in conjunction with the associated development projects that would construct it. Cannon Ro~d currently experiences high volumes to/from El Camino Real as a result of the missing segment of College.Boulevard that will be constructed with the development of the approved projects on the College Boulevard extension. When those projects are constructed, they will be conditioned to complete the missing segment of College Boulevard which will alleviate the majority of Cannon Road-bound volumes currently using the El Camino Real/ Cannon Road intersection. While approved and designed (including the College Boulevard extension), these cumulative_ project are not currently moving forward. Subsequently the College Boulevard extension is not assured. As such, it is conservative to exclude these four cumulative projects from the Near-Term analysis since it results in a continued evaluation of higher volumes at the El Camino Real/ Cannon Road intersection. As discussed in Section 3.1, a third westbound through lane on El Camino Real at its intersection with Cannon Road is planned and is anticipated to be completed prior to the Project's approval or construction. However, as it is not yet constructed, this lane is not assumed as a baseline condition for either cumulative scenario in this report. LINSCOTT, LAW & GREENSPAN, engineers 28 LLG Ref 3-16-2608 Marja Acres N:\2608\R<pon\LM.~ (GMP)\2608 1..MA.docx CD N.-~ ..._14/28 -51172 --.,, JT -c. r27137 EICamoo Real 1/4--" ~!£ 39/90-"'~-'l5 ~ j @ Study Intersections AM/ PM ..:::: AM / PM Intersection --. Peak Hour Volumes AM / PM Segment .,.., AM I PM Peak Hour Volumes Date: 07/30/20 ■ N:\2608\Figures ® 0 -90/135 r8/13 -99/149 BCamino Real El Camilo Real 75/161-i (' 84/176-"""' 1 / 3, --.,-,-lt a, E .!I 1,-.,,. ~ d: 0 0 -99/149 El Camino Real 84/176-~ E .,,. d: cl! © ,.__ -fi ~~ ii ~ a: -o, 3:..._117 /268 __ .,_, ..._ 1 / 4 .,_,..,. o--a, -"""""" ) I. -7/15 ) I t.. -62/143 El Camilo Real :trmfno Real 72/165--" 24 / 35--" 12/11-82/113-o-::::-58/80, "" .... 0 Figure 5-1 Cumulative Projects Traffic Volumes Existing Street Network MARJA ACRES 0 _,.._ ('I')~~ '-1461273 ""----~ -492 / 1,556 s;;~""' ) I \.. ,173/186 ,t,•mtReal 41144...,, ii ;,;re~ 2,113/697-~---._ 40/45---.. ~ ~;::i lo "' !ii ->-@ Study Intersections AM/ PM _::: AM I PM Intersection , Peak Hour Volumes AM / PM Segment +-• AM I PM Peak Hour Volumes Date: 07/30/20 ■ N:\2608\Flgures 0 0 '-410 N -70912,020 <X> ) ,184/179 -902/2,173 El Camm Real El Camino Real 2,0...,, ') ( 2,976/949-( O>O> O> 2,779/881-~ O> 9/28---.. ·i. :::: 108/75, c:s '"~ E .... ;:;. .,,. J d: 0 2,978/961-517---.. 0 ~ ® l8 al & '-1561333 N!;:~ N ~~~ '-41111,019 i~~ 3:-76112,017 <X> -<O -574/1,802 YT~ ""-~ -902/2,173 ,3113 7T \.. ,64/62 El Camino Real El Camino Real El Camino Real ( 108/212...,, ') ( 124 I 90_,, " l r .... "'-N lB ~:::: 2,844/751-2,371 /698-"'Q ~~-00 g"' 0/ 1---.. 511 /234---.. 0:: --N §c!l3<X) . ., c-i-d: c3 () Figure 5-2 Existing+ Cumulative Projects Traffic Volumes Existing Street Network MARJA ACRES 0 M~ ~--~ 150/274 --m --509 / 1,558 ~m-)i't r185/188 ')Br(Roal 41 /44 ..... 2,110/716-J ;;r; ~ < --.,.... 40/ 45--. ,tj r---~ ...,.. ,-... ...... e ~!<l ,!2 @ Study Intersections AM/ PM .=:: AM / PM Intersection --. Peak Hour Volumes AM / PM Segment ..,"AMI PM Peak Hour Volumes . I N:\2608\Figures Date: 08/05/20 ® N a:, ) 2,0 ..... 2,773/920-108/75--. ® ~4/0 +-742/2,025 r180/233 +-931 /2232 El Camino Real El Camino Real ') ( 2,968/998-( ~~ 2176--. ~ ~ ---E~ ~ ""i(l 3i "'5' ,t 3,035 I 977 0 ® il! © <D 0 -6 .... ~~ ~ <O .!!~1561333 N ~~~ ~41111,019 -o-~:::~ ?:---753 I 2,070 ~-lO --569 / 1,835 _;::~ +-931 12,232 ) I i.. r3/13 ) I i.. r64162 El Camino Real El Camino Real El Camino Real 3,020/968-( 145/218 ..... ') ( 128 /91 ..... " l r -3/ 56--. ~ 2,890/758-N-2,401 /702-t;;..,~ !i,1 -o-~ -.:,Olt')-!'~ 011--. 523 /236--. ~ ::: i8 &'l ""-''5' 8 ,t () Figure 5-3 Existing+ Cumulative Projects+ Project Traffic Volumes Existing Street Network MARJA ACRES 0 re '--15/29 "'---87193 --"' MN-) I i... ,39/44 El Camoo Real 1 / 4-" ,!£ 52/134-<( --'g .,, N 1 @ Study Intersections -" AM / PM Intersection AM I PM ~ Peak Hour Volumes AM / PM Segment ..,, AM I PM Peak Hour Volumes I N:\2608\Figures Date: 07130/20 ® ® -141/164 ,10/14 -152/179 El Camino Real El Camilo Real 94/222-" (' 103/240--1 /3-,,. ~~ N-I. ::= g a ~ "IS' ~ ti: 0 0 -1521179 El Camino Real 103/240--\l ! "l Ii! © r-ti ..,._ ~~ & 0 '--1 / 4 -o, ;:: '--117 / 268 :.:_._N Sl :! l<l---115/173 N..,. ) \,. -60/45 ) j \.. ,27 /16 El Camoo Real '\ Elrm( Real 72/165-" 24/35-" 31175-101/177-g_~ ~ ::..--;; 58/80, § ~ ,..... ~ 0 Figure 5-4 Cumulative Projects Traffic Volumes With College Boulevard Extension MARJA ACRES 0 Mm ,,, __ "'--'-147 / 274 ~·~~ +-528 I 1,577 )11. r 1851193 El Camino Real 41144--" '\ ~ ( ~;;,; ~ 2,1261741-<C -.,... .,... 40145, 1 !;,~~ Iii -"' @ Study Intersections AM/ PM .::: AM / PM Intersection , Peak Hour Volumes AM / PM Segment .,.. AM I PM Peak Hour Volumes . """°'"''" I N:12608\Figures ® ® '-4/0 "' ;;; +-76012,049 ) ,186/180 -95512,203 8 Camino Real El Camino Real 2,0__., '\ ( 2,995 I 1,013-( ~~ <7> 2,798/942-9128, Ii:::: 108/75, --! r-. a <7>"' i:;-~ f :! 0 2,997 / 1,025-.c (.) i:: 5/7, ® 1i! © f8 fil -6 "'~~ -"' ~'-156/333 ~:::.: '-1651410 -o-:L::!!l l:+-814 12,047 co -r-. +-627 I 1,832 "'-11j -95512,203 ) I \. ,3/13 )J \. ,91 /78 El Camino Real {TTRoal ')Elr(Roal ( 108 / 212__., 124 /90__., r-. "' 0 ~ ::: 2,863/815----2,390/762-... "' 000 "C ~l.t)..-!"' 011, 511 /234, er:: ---8~~~ l ~"'-13 0 Figure 5-5 Existing + Cumulative Projects Traffic Volumes With College Boulevard Extension MARJA ACRES 0 ;;;~ ~--'-1511275 -;,;; a, -545/1,579 fi:l_::;;: ) I ~ ,-197 /195 '\Elr(Real 41144--" 2,1231760--~ ~c-,(0 <C -,....... ...-40/45, iS: ,.._--1!;11 ,c;r-r---~ ~lil ~ @ Study Intersections AM' PM ~ AM / PM Intersection -. Peak Hour Volumes AM / PM Segment ...., AM I PM Peak Hour Volumes . I N:\2608\Flgures Date: 08/05/20 0 0 '-4/0 N -793/2,054 00 ) r 182/234 -984/2,262 BCamino Roal B Camlnc Real 2/0--" '\ ( 2,987 I 1,062-( ~1:5 !sl 2,7921981-2176-. lt -108175, --g~ i a,~ ·;s-~ ti: © .c. (.) C: 3,039/1,032--3/56-. -984/2,262 El Camino Real ( "' ~ ~ g~ "[ ® $ ~ -"' -o-::i:-~ --"' ) I ~ 145/218--" 2,909 / 822--011-. jl! ® 1i --!;::~ &'-156/333 "'"'-'-1651410 ~~i i:-80612,100 -622/1,865 IT1 ,-3113 ,-91178 El Camino Real El Camino Real '\ ( 128191--" )_1£ N-2,420/766-.,-, "N o-=! ~ !:: 523 /236, ;::~~ "'-0 Figure 5-6 Existing+ Cumulative Projects+ Project Traffic Volumes With College Boulevard Extension MARJA ACRES 6.0 ANALYSIS PER CITY TIA GUIDELINES 6.1 Background Based on the approach and methodologies described in Section 2. 0 the following is an evaluation of the four (4) signalized intersections and the one (1) street facility. For each scenario, the individual segment volumes that were averaged to calculate the facility volume are shown on the corresponding volume figure. Segment volumes for all scenarios are also included in tabular fo_rmat in Appendix C. Performance standards and thresholds are based on the City's TIA Guidelines as discussed in Section 2.5. 6.2 Analysis of Existing Conditions 6.2.1 Signalized Intersection Analysis Table 6-1 shows the queue lengths under Existing conditions at study area signalized intersections, for the applicable left-and-right turning movements. As shown in Table 6-1, the calculated left-turn queues do not exceed the existing pocket lengths, with the exception of: ■ Intersection #6. El Camino Real/ Cannon Road -Southbound left (AM peak hour) Completion of the College Boulevard extension between Cannon Road and El Camino Real will alleviate this excessive queuing, as shown in Section 6. 6. No left-tum volumes in a movement with a single tum lane exceed the 250 peak hour trip threshold for consideration of a second left-turn lane. The peak hour right-turn volumes at the turn movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-turn lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 35 LLG Ref. 3-16-2608 Marja Acres N:\2608\Rq,on\Lll·IA (GJl,U')\2608 LMA.docx TABLE6-1 EXISTING SIGNALIZED INTERSECTION ANALYSIS Turn Pocket Peak Signalized Intersection Movement Lanes Length Hour (feet) WBL 2 270 AM PM AM I. El Camino Real / Tamarack Avenue EBR --PM AM BBL 1 270 PM WBR AM -- PM WBL I 280 AM PM 2. . El Camino Real / Kelly Drive AM EBR --PM AM EBL 1 250 PM WBL 1 260 AM PM 5. El Camino Real / West Ranch Road EBR -AM -PM EBL 1 320 AM PM SBR NIA NIA AM PM SBL 2 300 AM PM 6. El Camino Real I Cannon Road WBL 1 420 AM PM NBR NIA NIA AM PM NBL 2 350 AM PM EBL l 270 AM PM General Not.es: BOLD and SHADING indicates calculated queue exceeds available tum pocket. LINSCOTT, LAW & GREENSPAN, engineers 36 Turn Volume 146 149 40 45 40 40 4 0 176 166 107 72 2 0 3 13 0 1 36 47 108 52 982 334 64 62 82 86 170 342 100 55 Queue Length (feet) 73 75 - - 40 40 - - 176 166 - - 2 0 3 13 - - 36 47 - - 491 167 64 62 -. - 85 171 100 55 LLG Ref. 3-16-2608 Marja Acres N:U60SIR<port\LJ\·U (GMP)\2606 I.MA.doc,. 6.2.2 Roadway Segment Analysis Table 6-2 shows the study area street fa~ility operations under Existing conditions. As shown in Table 6-2, the study area street facility fails to meet the LOS D performance standard in the AM peak hour when the peak eastbound direction of travel is calculated at LOS F. TABLE6-2 EXISTING STREET SEGMENT ANALYSIS El Camino Real Functional Capacity b Classification a (LOSD) 2,800 1. Tamarack A venue to Cannon Road 6-Ln Divided 2,800 Footnotes: a. The classification at which the road currently functions. b. Hourly peak direction capacities based on City of Carlsbad Roadway Capacity Table - Specific Corridors c. Level of Service. LINSCOTT, LAW & GREENSPAN, engineers 37 Dir. EB WB Peak Hour AM PM AM PM Volume LOS 0 2,856 F 794 C 779 C 2,008 C Peak Hour LOS Volume A NIA B NIA C <2,400 D <2,800 E NIA F >2,800 LLG Ref. 3-16-2608 Marja Acres :-J:l260$1Repor1\LMA {GMP)\2608 U\!A.docx 6.3 Analysis of Existing + Project Conditions 6.3.1 Signalized Intersection Analysis Table 6-3 shows the queue lengths under Existing+ Project conditions at study area intersections, for the applicable left-and-right turning movements with the Project's traffic contribution As shown in Table 6-3, the calculated left-tum queues do not exceed the existing pocket lengths with the addition of Project traffic, with the exception of: ■ Intersection #6. El Camino Real/ Cannon Road -southbound left (AM peak hour) The Project does not add any trips to this turn movement. Completion of the College Boulevard extension between Cannon Road and El Camino Real will alleviate this excessive queuing, as shown in Section 6. 7. No left-tum volumes in a movement with a single tum lane exceed the 250 peak hour trip threshold for consideration of a second left-tum lane. The peak hour right-tum volumes at the turn movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-tum lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 38 LLG Ref. 3-I 6-2608 Marja Acres N:\2608\Repon\l.MA (GMP)\2608 LMA.docx Signalized Intersection l. El Camino Real I Tamarack A venue 2. El Camino Real I Kelly Drive 5. El Camino Real I West Ranch Road 6. El Camino Real / Cannon Road General Notes: TABLE6-3 EXISTING+ PROJECT SIGNALIZED INTERSECTION ANALYSIS Poc_ket Movement Turn Length Peak Lanes Hour (feet) WBL 2 270 AM PM AM EBR NIA NIA PM AM BBL 1 270 PM WBR NIA NIA AM PM WBL l 280 AM PM AM EBR NIA NIA PM AM EBL 1 250 PM WBL 1 260 AM PM EBR NIA NIA AM PM EBL 1 320 AM PM SBR NIA NIA AM PM SBL 2 300 AM PM WBL 1 420 AM PM NBR NIA NIA AM PM NBL 2 350 AM PM EBL 1 270 AM PM • BOLD and ~HAD1NG indicates calculated queue exceeds available tum pocket LINSCOTT, LAW & GREENSPAN, engineers 39 Existing Queue Turn Length Volume (feet) 146 73 149 75 40 - 45 - 40 40 40 40 4 - 0 - 176 176 166 166 107 - 72 - ·2 2 0 0 3 3 13 13 0 - l - 36 36 47 47 108 - 52 - 982 491 334 167 64 64 62 62 82 - 86 - 170 85 342 171 100 100 55 55 Existing+ Project Queue Turn Length Volume (feet) 158 79 151 76 40 - 45 - 40 40 40 40 4 - 0 - 172 172 220 220 107 - 72 - 2 2 0 0 3 3 13 13 0 - 1 - 73 73 53 53 107 - 57 - 982 491 334 167 64 64 62 62 82 - 86 - 168 84 357 179 104 104 56 56 LLG Ref. 3-I 6-2608 Marja Acres N:\2608\Rtpon\L\iA (GMP)\;?608 LMA.docx 6.3.2 Roadway Segment Analysis Table 6-4 shows the street facility operations under Existing + Proj ect conditions in the study area with the Project's traffic contribution. As shown in Table 6-4, the study area street facility is calculated to continue to operate at unacceptable LOS F in the peak direction ( eastbound) during the AM peak hour with the addition of Project traffic. TABLE6-4 EXISTING + PROJECT SEGMENT ANALYSIS El Camino Real Capacity• Dir. Peak Existing Existing+ Project (LOS D) Hour Volume 2,800 AM 2,856 EB PM 794 1. Tamarack A venue to Cannon Road 2,800 AM 779 WB PM 2,008 Footnotes: a. Hourly peak direction capacities based on City of Carlsbad Roadway Capacity Table-Specific Corridors. b. Level of Service LINSCOTT, LAW & GREENSPAN, engineers 40 LOSb F C C C Volume LOS 2,883 F 833 C 800 C 2,052 C Peak Hour LOS Volume A NIA B NIA C <2,400 D <2,800 E NIA F >2,800 LLG Ref. 3-16-2608 Marja Acres N:~608\Rtpoo,\LJ\IA (GMP)\2608 LMA.do,,c 6.4 Analysis of Existing + Cumulative Conditions -Existing Street Network 6.4.1 Signalized Intersection Analysis Table 6-5 shows the queue lengths under Existing + Cumulative Projects conditions at study area intersections for the applicable left-and right-turning movements. As shown in Table 6-5, the calculated left turn queues do not exceed the existing pocket lengths with the addition of cumulative project traffic, with the exception of: ■ Intersection #6. El Camino Real / Cannon Road -Southbound left (AM peak hour) Completion of the College Boulevard extension between Cannon Road and El Camino Real will alleviate this excessive queuing, as shown in Section 6. 6. No left-turn volumes in a movement with a single tum lane exceed the 250 peak hour trip threshold for consideration of a second left-tum lane. The peak hour right-turn volumes at the tum movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-turn lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 41 LLG Ref. 3-16-2608 Marja Acres N.\26081.Ropon\l..MA (GMPJ\260S I..llJAdoc,; TABLE6-5 EXISTING+ CUMULATIVE CONDITIONS SIGNALIZED INTERSECTION ANALYSIS-EXISTING STREET NETWORK Turn Pocket Signalized Intersection Movement Lanes Length (feet) WBL 2 270 I. El Camino Real I Tamarack A venue EBR NIA NIA BBL 1 270 WBR NIA NIA WBL 1 280 2. El Camino Real I Kelly Drive EBR NIA NIA EBL 1 250 WBL 1 260 5. El Camino Real I West Ranch Road EBR NIA NIA EBL 1 320 SBR NIA NIA SBL 2 300 WBL 1 420 6. El Camino Real I Cannon Road NBR NIA NIA NBL 2 350 EBL 1 270 General Notes: • BOLO and SHADING indicates calculated queue exceeds available tum pocket. LINSCOTT, LAW & GREENSPAN, engineers 42 Peak Hour AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM Turn Volume 173 186 40 45 41 44 4 0 184 179 108 75 2 0 3 13 0 1 108 212 128 92 986 336 64 62 82 86 213 442 124 90 Queue Length (feet) 87 93 - - 41 44 - - 184 179 - - 2 0 3 13 - - 108 212 - - 493 168 64 62 - - 107 221 124 90 LLG Ref. 3-16-2608 Marja Acres N:12608\RtpGn\LMA (GMP)',2608 I.MA.doc, 6.4.2 Roadway Segment Analysis Table 6-6 shows the street facility operations under Existing+ Cumulative Projects conditions. As shown in Table 6-6, the study area street facility continues to operate at unacceptable LOS F ii:i the peak direction ( eastbound) during the AM peak hour with the addition of cumulative project traffic. .Facility El Camino Real: TABLE6-6 EXISTING+ CUMULATIVE CONDITIONS SEGMENT OPERATIONS-EXISTING STREET NETWORK Capacity• Peak Dir . (LOS D) Hour 2,800 AM EB PM Tamarack A venue to Cannon Road AM 2,800 WB PM Footnotes: a. Hourly peak direction capacities based on City of Carlsbad Roadway Capacity Table - Specific Corridors. b. Level of Service LINSCOTT, LAW & GREENSPAN, engineers 43 Existing + Cumulative Volume 2,958 980 883 2,188 LOS A B C D E F LOSh F C C C Peak Hour Volume NIA NIA <2,400 <2,800 NIA >2,800 LLG Ref. 3-16-2608 Marja Acres Nc\2608\R,port\L~!A (GMP)\2608 LMA.docx 6.5 Analysis of Existing + Cumulative+ Project Conditions -Existing Street Network 6.5.1 Signalized Intersection Analysis Table 6-7 shows the queue lengths under Existing + Cumulative Projects + Project conditions at study area signalized intersections for the applicable left-and-right turning movements with the addition of Project traffic. As shown in Table 6-7, the calculated left turn queues are accommodated in the existing pocket lengths, with the exception of: · ■ Intersection #6. El Camino Real / Cannon Road -southbound left (AM peak hour) The Project does not add any trips to thi~ turn movement. Completion of the College Boulevard extension between Cannon Road and El Camino Real will alleviate this excessive queuing, as shown in Section 6. 7. No left-turn volumes in a movement with a single tum lane exceed the 250 peak hour trip threshold for consideration of a second left-turn lane. The peak hour right-tum volumes at the tum movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-turn lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 44 LLG Ref. 3-16-2608 Marja Acres N:11608\Repon\L!ltA (G~\P)\2608 I.MA.do" TABLE6--7 EXISTING+ CUMULATIVE+ PROJECT SIGNALIZED INTERSECTION ANALYSIS-EXISTING STREET NETWORK Pocket Signalized Intersection Movement Turn Length Peak Lanes Hour (ft.) WBL 2 270 AM PM AM 1. El Camino Real I Tamarack Avenue EBR NIA NIA PM AM EBL 1 270 PM WBR NIA NIA AM PM WBL 1 280 AM PM 2. El Camino Real I Kelly Drive AM EBR NIA NIA PM AM EBL 1 250 PM WBL 1 260 AM PM 5. El Camino Real I West Ranch Road EBR NIA NIA AM PM EBL 1 320 AM PM SBR NIA NIA AM PM SBL 2 300 AM PM WBL l 420 AM 6. El Camino Real I Cannon Road PM NBR NIA NIA AM PM NBL 2 350 AM PM BBL I 270 AM PM Ge11eral Notes: • BOLD and SHADING indicates calculated queue exceeds available tum pocket. LINSCOTT, LAW & GREENSPAN, engineers 45 Existing+ Cumulative Projects Turn Queue Volume Length 173 87 186 93 40 - 45 - 41 41 44 44 4 - 0 - 184 184 179 179 108 - 75 - 2 2 0 0 3 3 13 13 0 - 1 - 108 ]08 212 212 128 - 92 - 986 493 336 168 64 64 62 62 82 - 86 - 213 107 442 221 124 124 90 90 Existing+ Cumulative Projects + Project Turn Queue Volume Length 185 93 188 94 40 - 45 - 41 41 44 44 4 - 0 - 180 180 233 233 108 - 75 - 2 2 0 0 3 3 13 13 ·O - 1 - 145 145 218 218 127 - 97 - 986 493 336 168 64 64 62 62 82 - 86 - 211 106 457 229 128 128 91 91. LLG Ref. 3-16-2608 Marja Acres N:12608\R'V"nll.MA (GMP)\2608 LMA.docx 6.5.2 Roadway Segment Analysis Table 6-8 shows the street facility operations under Existing + Cumulative Projects + Project condition. As shown in Table 6-8, f the study area street facility is calculated to continue to operate at unacceptable LOS F in the peak direction ( eastbound) during the AM peak hour. Facility TABLE6-8 EXISTING+ CUMULATIVE+ PROJECT SEGMENT ANALYSIS-EXISTING STREET NETWORK Existing+ Capacity• Peak Cumulative (LOSD) Dir. Hour Projects Existing+ Cumulative Projects + Project Volume LOSb Volume LOS 2,800 EB AM 2,958 F El Camino Real: PM 980 C Tamarack Avenue to Cannon Road AM 883 C 2,800 WB PM 2,188 C Footnotes: a. Hourly peak di.rection capacities based on City of Carlsbad Roadway Capacity Tables -Specific Corridors. b. Level of Service LINSCOTT, LAW & GREENSPAN, engineers 46 2,985 F 1,019 C 903 C 2,232 C Peak Hour LOS Volume A NIA B NIA C <2,400 D <2,800 E NIA F >2,800 LLG Ref. 3-16-2608 Marja Acres N:\l608\R<p<>n\UL'\ (GMP)\2608 L~U-docx 6.6 Analysis of Existing + Cumulative Conditions -With College Boulevard Extension 6.6.1 Signalized Intersection Analysis Table 6-9 shows the queue lengths under Existing+ Cum1:1lative Projects conditions at study area intersections for the applicable left-and right-turning movements. As shown in Table 6-9, the calculated queues do not exceed the existing pocket lengths with the addition of cumulative project traffic. Completion of the College Boulevard extension between Cannon Road and El Camino Real alleviates the excessive queueing identified on southbound Cannon Road in prior scenarios. No left-tum volumes in a movement with a single turn lane exceed the 250 peak hour trip threshold for consideration of a second left-tum lane. The peak hour right-turn volumes at the turn movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-tum lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 47 LLG Ref. 3-16-2608 Marja Acres N:11608\ReponlLMA (GMl')\2608 L\1Adocx TABLE6-9 EXISTING+ CUMULATIVE CONDITIONS SIGNALIZED INTERSECTION ANALYSIS -WITH COLLEGE BLVD EXTENSION Turo Pocket Signalized Intersection Movement Lanes Length (feet) WBL 2 270 1. El Camino Real I Tamarack Avenue EBR NIA NIA EBL 1 270 WBR WBL 1 280 2. El Camino Real I Kelly Drive EBR NIA NIA EBL 1 250 WBL 1 260 5. El Camino Real I West Ranch Road EBR NIA NIA EBL 1 320 SBR NIA NIA SBL 2 300 WBL 1 420 6. El Camino Real I Cannon Road NBR NIA NIA NBL 2 350 EBL l 270 LINSCOTT, LAW & GREENSPAN, engineers 48 Peak Hour AM PM AM. PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM Turn Queue Volume Length (feet) 185 193 40 45 41 44 4 0 186 180 108 75 2 0 3 13 0 l 108 212 128 92 397 136 91 78 92 120 213 442 124 90 93 97 - - 41 44 - - 186 180 - - 2 0 3 13 - - 108 212 - - 199 68 91 78 - - 107 221 124 90 LLG Ref. 3-16-2608 Marja Acres N:\1608\R,pon'.LMA (GMPi'o260S LM.-\.docx 6.6.2 Roadway Segment Analysis Table 6-10 shows the street segment operations under Existing+ Cumulative Projects conditions. As shown in Table 6-10, the street facility continues to operate at unacceptable LOS F in the peak direction of travel (eastbound) during the AM peak hour with the addition of cumulative project traffic. TABLE 6-10 EXISTING+ CUMULATIVE CONDITIONS SEGMENT OPERATIONS -WITH COLLEGE BLVD EXTENSION Facility Capacity• Dir. Peak (LOSD) Hour 2,800 AM El Camino Real: EB PM Tamarack A venue to Cannon Road AM 2,800 WB PM Footnotes: a. Hourly peak direction capacities based on City of Carlsbad Roadway Capacity Table~ Specific Corridors. b. Level of Service LINSCOTT, LAW & GREENSPAN, engineers 49 Existing+ Cumulative Volume 2,977 1,043 935 2.,217 LOS A B C D E F LOSh F C C C Peak Hour Volume NIA NIA <2,400 <2,800 NIA >2,800 LLG Ref. 3-16-2608 Marja Acres N:~081R<pon\LMA (CJll.U'J\2608 L\!Adocx 6.7 Analysis of Existing + Cumulative + Project Conditions -With College Boulevard Extension 6. 7 .1 Signalized Intersection Analysis Table 6-11 shows the queue lengths under Existing + Cumulative Projects + Project conditions at study area signalized intersections for the applicable left-and-right turning movements with the addition of Project traffic. As shown in Table 6-11, the calculated queues are accommodated in the existing pocket lengths. Completion of the College Boulevard extension between Cannon Road and El Camino Real alleviates the excessive queueing identified on southbound Cannon Road in prior scenarios. No left-tum volumes in a movement with a single turn lane exceed the 250 peak hour trip threshold for consideration of a second left-turn lane. The peak hour right-turn volumes at the turn movements analyzed do not exceed the 150 peak hour trips identified as the threshold for consideration of a dedicated right-turn lane (see Section 2.2). LINSCOTT, LAW & GREENSPAN, engineers 50 LLG Ref. 3-16-2608 Marja Acres N:\2608\Jlepo<1\LMA (GMP)\2608 LJ,,IA.docx TABLE 6-11 EXISTING+ CUMULATIVE+ PROJECT SIGNALIZED INTERSECTION ANALYSIS -WITH COLLEGE BLVD EXTENSION Pocket Signalized Intersection Movement Turn Length Peak Lanes Hour (ft.) WBL 2 270 AM PM AM l. El Camino Real I Tamarack A venue EBR NIA NIA PM AM EBL l 270 PM WBR NIA NIA AM PM WBL I 280 AM PM 2. El Camino Real I Kelly Drive AM EBR NIA NIA PM AM EBL I 250 PM WBL l 260 AM PM 5. El Camino Real / West Ranch Road EBR NIA NIA AM PM EBL 1 320 AM PM SBR NIA NIA AM PM SBL 2 300 AM PM WBL 1 420 AM 6. El Camino Real I Cannon Road PM NBR NIA NIA AM PM NBL 2 350 AM PM EBL 1 270 AM PM LINSCOTT, I.AW & GREENSPAN, engineers 51 Existing+ Cumulative Projects Turn Queue Volume Length 185 93 193 97 40 - 45 - 41 41 44 44 4 - 0 - 186 186 180 180 108 - 75 - 2 2 0 0 3 3 13 13 0 - 1 - 108 l08 212 212 128 - 92 - 397 199 136 68 91 91 78 78 92 - 120 - 213 107 442 221 124 124 90 90 Existing+ Cumulative Projects + Project Turn Queue Volume Length 197 99 195 98 40 - 45 - 41 41 44 44 4 - 0 - 182 182 234 . 234 108 - 75 - 2 2 0 0 3 3 l3 13 0 - I - 145 145 218 218 127 - 97 - 397 199 136 68 91 91 78 78 92 - 120 - 2 I 1 106 457 229 128 128 91 91 LLG Ref. 3-16-2608 Marja Acres N·\:!f-081R,pon'LMA (GMPJl2608 l.Jll\ docx 6. 7 .2 Roadway Segment Analysis Table 6-12 shows the street segment operations under Existing + Cumulative Projects + Project conditions. As shown in Table 6-12, the study area street facility is calculated to continue to operate at unacceptable LOS Fin the peak direction of travel during the AM peak hour. Facility El Camino Real: TABLE6-12 EXISTING+ CUMULATIVE+ PROJECT SEGMENT ANALYSIS -WITH COLLEGE BLVD EXTENSION Capacity• Peak Existing+ Cumulative (LOS D) Dir. Hour Projects Volume LOSb 2,800 AM 2,977 F EB PM 1,043 C Tamarack A venue to Cannon Road AM 935 C 2,800 WB PM 2,217 C Footnotes: a Hourly two-way capacities based on City of Carlsbad Roadway Capacity Table -Specific Corridors. b. Level of Service 6.8 MMLOS Analysis Existing + Cumulative Projects+ Project Volume LOS 3,004 F 1,082 C 955 C 2,261 C Peak Hour LOS Volume A NIA B NIA C <2,400 D <2,800 E NIA F >2,800 This section evaluates the multi-modal (i.e., pedestrian, bicycle, and transit facilities) within the study area. As noted in Section 2. 4.1, the Project is located on El Camino Real, an Arterial Street, which is not subject to Pedestrian or Bicycle LOS evaluation. Three pairs of existing transit stops within ½ mile of the Project site were evaluated using the City of Carlsbad's interactive MMLOS Tool (March 2020). While the transit stops in the area are served by NCTD Routes 309 and 323, Route 323 is extremely limited in the study area (see Section 3.3) and therefore no points for multiple transit routes were taken in the analysis. Analysis results are shown in Table 6-13. Based on the existing transit operations (routes, headways, etc.) and associated amenities located at these stops, the analysis results in LOS C for each location, except for: • El Camino Real / Tamarack Avenue -Routes 309, 323 (Eastbound) There are no transit stop amenities provided at the above-listed stop. City requirements under the Transit LOS assessment include the provision ofa bench and at least one other amenity. The Project will provide a bench and trash can at this stop to meet Transit LOS standards. Following provision of these amenities, the analysis of this stop results in LOS B, as shown in Table 6-13. LINSCOTT, LAW & GREENSPAN, engineers 52 LLG Ref. 3-I 6-2608 Marja Acres N:\:603\Repon\U,IA (GMP)\26C\S LMA.,fo,:-x The City's TIA Guidelines state that the City strives to maintain LOS D or better on each roadway for each mode of travel that is subject to the MMLOS analysis. Therefore, following provision of the proposed improvements, the MMLOS performance standard for transit facilities is met within the study area .. Appendix G contains the MMLOS results. TABLE6-13 MM LOS ANALYSIS: TRANSIT LOS Existing Location :a,oute(s) Direction Total LOS Score El Camino Real / Tamarack EB NIA F 309,323 Ave WB 77 C EB 82 B El Camino Real/ Kelly Dr 309,323 WB 87 B El Camino Real / W. Ranch EB 82 B Rd 309,323 WB 87 B General Notes: NI A -Denotes lack of an essential feature. No score calculated. LINSCOTT, LAW & GREENSPAN, engineers 53 With Improvements Total LOS Score 82 B -- - - - - - - - - MMLOSPoin1 Poinr Score LOS 90-100 A 80-89 B 70-79 C 60-69 D 50-59 E 0-49 F Improvements Bench, trash can - - - - - LLG Ref. 3-16-2608 Marja Acres N\2(,()81R,pon1l.MA (G~IP)\2608 LMA doc., 6.9 TIA Guidelines -Findings and Conclusions 6.9.1 Signalized Intersection Analysis The southbound left tum movement on Cannon Road at El Camino Real (Intersection 6) is calculated to exceed the available storage under existing and subsequent near-te1m conditions prior to the construction of the College Boulevard extension between Cannon Road and El Camino Real, which will provide an alternate, shorter route to El Camino Real and/or College Boulevard south/east of the subject intersection and relieve this heavy turning movement. The Project contributes zero trips to this turn movement and is not required to contribute toward the completion of this improvement. 6.9.2 Roadway Segment Analysis Based on the City's TIA Guidelines thresholds of significance presented in Section 2.5, the study area street facility fails to meet the LOS D performance standard under existing and all subsequent conditions. As discussed in Section 2. 5, all roadway facilities identified as not meeting the performance standard (LOS D) in the existing conditions scenario must be improved to LOS D or better conditions, regardless of the project impact to that facility, or the TIA must request an exemption from the LOS standard according to the Mobility Element Implementing Policy 3-P.9. The portion of El Camino Real comprising the study area facility from Tamarack Avenue to Cannon Road was recently improved to provide three travel lanes in each direction with a raised center median. Improving Auto LOS to D or better would require additional travel lanes, which are not feasible. Therefore, the Project will request that this facility be exempted from Auto LOS standards. Per Policy 3-P.9, to exempt the vehicle mode of travel from the LOS standard at a particular street intersection or segment, the intersection or segment must be identified as built-out by the City Council because: a. acquiring the rights of way is not feasible; or b. the proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c. the proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d. the proposed improvements would require more than three through travel lanes in each direction. Therefore, the exemption is justified based on criteria (a) and (d) above. Per Mobility Element Implementing Policy 3-P.11, new development that adds vehicle traffic to street facilities that are exempt from the vehicle LOS standard ( consistent with 3-P .9) are required to implement: • Transportation demand management (TDM) strategies that reduce the reliance on single- occupant automobile and assist in achieving the city's livable streets vision. • Transportation systems management strategies (TSM) that improve traffic signal coordination and improve transit service. LINSCOTT, LAW & GREENSPAN. engineers 54 LLG Ref. 3-16-2608 Marja Acres N:IJ608IR•po11\LMA (GMJ>)\2608 L~L-\.docx The threshold for requiring TDMffSM measures based on Policy 3-P.l l is 110 ADT or 11 peak hour trips added to an exempt segment. The Project will implement TDM and TSM strategies due to exceeding this threshold on the proposed exempt segment of El Camino Real from Tamarack Avenue to Cannon Road as well as El Camino Real from Cannon Road to College Boulevard, which was exempted by the City in May 2020. TDM and TSM measures are discussed in greater detail in Section 7. 0. 6.9.3 MMLOS Analysis All six (6) transit stops located within ½ mile of the Project site achieve Transit LOS C or better, with the exception of the eastbound-serving stop located southeast of El Camino Real/ Tamarack Avenue. The Project will provide a bench and trash can at this location as the required amenities to meet Transit LOS standards. LINSCOTT, I.Aw & GREENSPAN, engineers 55 LLG Ref. 3·16-2608 Marja Acres N;~60S\Rcpo11ILMA \GMP)\ZoOS LM,1.docx 7.0 TRANSPORTATION DEMAND MANAGEMENT & TRANSPORTATION SYSTEMS MANAGEMENT As discussed in Section 6.9.2, the Project will add in excess of 110 ADT or 11 peak hour trips to portions of El Camino Real that are currently or proposed to be exempt from vehicular LOS standards. Per Mobility Element Policy 3-P.l 1, the Project will be required to implement TSM and TDM measures. 7.1 Transportation Demand Management (TOM) Based on the requirements of Mobility Element Policy 3-P.l l, the Project will be required to implement transportation demand management strategies. The proposed Project includes a TDM program that will be implemented to reduce the Project's transportation impact as measured by vehicle miles traveled (VMT). (See Vehicle Miles Traveled Analysis -Marja Acres. Linscott, Law & Greenspan, Engineers. July 2020). The TDM strategies, services, and policies identified in the VMT Analysis report, along with the TDM strategies Listed below, collectively comprise the Project's TDM program that will be implemented. TDM is the concept of using policies, strategies, and programmatic measures to encourage a shift away from single-occupancy vehicle (SOV) trips toward alternative travel options, such as walking, biking, transit, and ridesharing to reduce traffic and parking issues. TDM efforts try to get people to drive alone less, and instead, walk, bike, ride transit, or carpool more. TDM is strategically implemented through the Citywide TDM Plan, including the TDM program which offers assistance and resources to businesses and development. All TDM measures identified through CEQA and Mobility Element requirements will be included in the Project's TDM plan. To meet the goals of the Mobility Element, the Project will prepare a TDM plan consistent with the requirements of a Tier 2 plan in the TDM Handbook to the satisfaction of the City Engineer. The TDM plan must be approved and implemented prior to occupancy. Monitoring and reporting will be required according to Section 2. 7 of the TDM Handbook. A Tier 2 plan consists of implementation of TDM strategies totaling nine (9) points. Specific to the proposed Project, four ( 4) points will be achieved through three required measures ( designation of a transportation coordinator, promotion of one Citywide TDM event per year, and distribution of a Citywide TDM Plan flyer to new tenants/employees). The other five (5) points will be achieved through site-specific measures, with a minimum of two (2) points from infrastructure measures. The following programmatic TDM strategies were identified through CEQA and will be included in the Project's TDM program and provide three (3) points towards Tier 2 TDM requirements: • Provide Ride Sharing Programs -1 point • Implement Subsidized or Discounted Transit Program - 1 point • Implement Commute Trip Reduction Marketing -1 point LINSCOTT, LAW & GREENSPAN, engineers 56 LLG Ref. 3-16-2608 Marja Acres N:\2608\Repon\1..MA (GII-IP)\2608 LMA.docx The Project will also implement the following infrastructure strategies on-site, which provide two (2) points towards Tier 2 TDM requirements: • Public Bike Racks -1 point • Bicycle Repair Station -1 point The mix of programmatic and infrastructure measures listed will provide the five (5) additional points needed. 7.2 Transportation Systems Management (TSM) In order to meet the requirements of the Mobility Element policy, the Project will pay for the installation of one traffic signal controller. End of Report LINSCOTT, LAW & GREENSPAN, en(ineers . 57 LLG Ref. 3-16-2608 Marja Acres N;\260S\Rtj)Ol1ILMA \GMPJ\2606 l.lll-\.doc:x TECHNICAL APPENDICES MARJA ACRES Carlsbad, California September 2020 LLG Ref. 3-16-2608 LINSCOTT LAW & GREENSPAN engineers Linscott. Law & Greenspan, Engineers 4542 Ruffner Street Suite 100 San Diego, CA 92111 858.300.8800 T 858.300.8810 F www.llgengineers.com [THIS PAGE INTENTIONALLY LEFT BLANK] LINSCOTT, LAW & GREENSPAN, engineers APPENDIX A CITY OF CARLSBAD ROADWAY CAPACITY TABLE -SPECIFIC CORRIDORS LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANK] ROADWAY CAPACITY TABLES (City of Carlsbad -----------------------------------------------,;, 1 i f or n t iJ Table 1: Roadw ay Capacity Table - Specific Corridors Roadway Peak Direction N/S Streets Limits Classification A B C D City Limits to Marron Road 6/35/D .. .. .. •• Marron Road to Carlsbad Village Drive 6/35/D ** 140 2070 2520 Carlsbad Village Drive to Tamarack Avenue 6/55/D 1930 2850 2900 ## Tamarack Avenue to Cannon Road 6/55/D .. •• 2400 2800 2/55/D-NB .. 1060 1860 ## Cannon Road to College Boulevard 3/55/D-SB .. 2150 2900 ## College Boulevard to Palomar Airport Road 6/55/D 270 2750 2940 ## El Camino Real •• .. Palomar Airport Road to Camino Vida Roble 6/55/D 1330 2510 2/55/D -NB •• 970 2020 2100 Camino Vida Robleto Poinsettia Lane 3/55/D-SB .. 1470 2820 2900 Poinsettia Lane to Aviara Parkway-Alga Road 6/55/D .. .. 2100 2820 3/55/D-NB •• 1390 2580 ## Aviara Parkway-Alga Road to La Costa Avenue 2/55/D-SB .. 800 1920 ## La Costa Avenue to Leucadia Boulevard 6/55/D .. .. 1880 2820 City Limits to Carlsbad Village Drive 4/45/D •• .. 930 1680 Carlsbad Village Drive to Cannon Road 4/45/D .. .. 1040 1760 College Boulevard El Camino Real to Aston Avenue 4/50/D .. .. 390 1440 2/50/D -NB 880 1680 ## ## Aston Avenue to Palomar Airport Road 2/50/D-SB 80 970 1040 ## Aviara Parkway Palomar AiportRoad to Poinsettia Lane 4/45/D ** •• •• 1130 4/55/D-NB .. .. 1710 2740 City Limits to Palomar Airport Road 3/55/0 -SB •• .•• .. 930 Melrose Drive .. Palomar Airport Road to Poinsettia Lane 6/55/0 490 2720 2880 Poinsettia Lane to Rancho Santa Fe Road 6/55/D •• •• 1400 2100 City Limits to Camino Junipero 6/55/D .. 2520 3160 ## CaminoJuniperoto La Costa Avenue 6/55/0 •• 1400 2660 2700 Rancho Santa Fe Road ** La Costa Avenue to Calle Barcelona 6/50/D 460 2410 2480 Calle Barcelona to Olivenhain Road 6/50/D .. 540 2810 3040 Roadway Peak Direction E/W Streets Limits Classification A B C D Avenida Encinas to Paseo del Norte 4/35/D .. .. .. .730 Paseo del Norte to Car Country 4/50/D .. 390 1630 1770 Car Country to Legoland Drive 4/50/D .. 1170 1660 1700 Cannon Road ** Lego! and Drive to Faraday Avenue 4/50/D 270 1280 1320 Faraday Avenue to El Camino Real 4/50/D •• •• 1280 1620 El Camino Real to College Boulevard 4/50/D ** .. 280 1310 Van Allen Way to El Camino Real 4/40/0 .. •• 220 1400 Faraday Avenue El Camino Real to Melrose Drive 4/50/D .. .. 1370 1640 Carlsbad Boulevard to Avenida Encinas 2/35/U ** 520 760 ## 3/35/D-EB .. .. .. .. Avenida Encinas to Paseo del Norte 2/35/0-WB •• •• •• . . 3/45/D-EB •• •• 1640 2660 Paseo del Norte to Armada 4/45/D-WB .. ' .. 2250 3570 Palomar Airport Road Armada to Aviara Parkway 6/55/0 •• 650 2760 2940 Aviara Parkway to Camino Vida Roble 6/55/D 440 2720 2900 ## Camino Vida Robleto El Camino Real 6/55/D .. 790 2140 ## El Camino Real to El Fuerte 6/55/0 .. 1290 2830 2900 El Fuerte to Melrose Drive 6/55/D .. 1230 2860 2940 Melrose Drive to City Limits 6/55/D .. 340 2590 2900 Avenida Encinas to Paseo del Norte 4/35/D .. .. .. 180 Poinsettia Lane Paseo del Norte to Aviara Parkway 4/50/0 •• •• 1330 1770 La Costa Avenue Piraeus Street to El Camino Real 4/5S/O .. 1450 1700 ## .,. Indicates LOS cannot be achieved during peak hour.(e.g., signal spacing is too close to achieve smooth traffic flows even at low volumes). fl# Indicates the capacity jumps to LOS F because intersection capacities have been reached. (i.e., travel speeds quickly degrade to LOS F). February 2019 _) E 1400 II# ## ## ## ## ## 2580 ##· ## 2900 ## ## 2880 1770 1800 1810 ## ## 1630 2830 1630 ## ## ## ## ## ## E 1320 1800 ## ## ## 1690 1680 ## ## 250 650 2740 3680 ## ## #II #II ## ## 1190 1840 ## 6 I Page (THIS PAGE INTENTIONALLY LEFT BLANKj LINSCOTT, LAW & GREENSPAN, engineers APPENDIXB HCM INTERSECTION METHODOLOGY LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANK] IDGHWAY CAPACITY 6th EDITION MANUAL LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS In the Highway Capacity Manual 61h Edition (HCM 6), Level of Service for signalized intersections is defined in terms of delay. Delay is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. Specifically, Level of Service criteria are stated in terms of the average control delay per vehicle for a 15-minute analysis period. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Delay is a complex measure, and is dependent on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group or approach in question. LEVEL OF SERVICE A B C D E F CONTROLLED DELAY PER VEIDCLE (SEC) 10.1 20.1 35.1 55.1 s to to to to > 10.0 20.0 35.0 55.0 80.0 80.0 Level of Service A describes operations with very low delay, (i.e. Jess than 10.0 seconds per vehicle). This occurs when progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. Level of Service B describes operations with delay in the range of 10.1 to 20.0 seconds per vehicle. This generally occurs with good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing higher levels of average delay. Level of Service C d~cribes operations with delay in the range of 20.1 to 35.0 seconds per vehicle. These higher delays may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear in the level. The number of vehicles stopping is significant at this level, although many still pass through the intersections without stopping. Level of Service D describes operations with delay in the range of 35.1 to 55.0 seconds per vehicle. At Level D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, or rugh v/c ratios.· Many vehicles stop, and the p~oportion of vehicles not stopping declines. Individual cycle failures are noticeable. · Level of Service E describes operations with. delay in the range of ss·.1 to 80.0 seconds per verucle. This is considered to be the limit of acceptable delay. These rugh delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent occ~rrences. Level of Service F describes operations with delay in excess of 80.0 seconds per vehicle. This is considered to be unacceptable to most drivers. This condition often occurs with over-saturation (i.e. when arrival flow rates exceed the capacity of the intersection). It may also occur at high v/c ratios below 1.00 with many individual cycle failures. Poor progression and long cycle lengths may also be major contributing causes to such delay levels. LINSCOTT, LAW & GREENSPAN, engineers S:\Tcchnicol Manuols\HCMIHCM 6\HCM Writeup_Sigf!CM6,doc IDGHW AY CAPACITY 6th EDITION MANUAL LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS In the Highway Capacity Manual 6th Edition (HCM 6), Level of Service for unsignalized intersections is determined by the computed or measured control delay and is defined for each minor movement. Level of Service is not defined for the intersection as a whole. Delay is a measure of driver discomfort, frustration, fuel consumption, and lost travel time. The criteria are given in the following the table, and are based on the average control delay for any particular minor movement. LEVEL OF AVERAGECONTROLDELAY EXPECTED DELAY TO MINOR SERVICE SECNEH STREET TRAFFIC A 0.0 .'.:: 10.0 Little or no delay B 10.1 to 15.0 Short traffic delays C 15.l to 25.0 Average traffic delays D 25.l to 35.0 Long traffic delays E 35.1 to 50.0 Very long traffic delays F > 50.0 Severe congestion Level of Service F exists when there are insufficient gaps of suitable size to allow a side street demand to safely cross through a major street traffic stream. This Level of Service is generally evident from extremely long control delays experienced by side-street traffic and by queuing on the minor-street approaches. The method, however, is based on a constant critical gap size; that is, the critical gap remains constant no matter how long the side-street motorist waits. LOS F may also appear in the fonn on side-street vehicles selecting smaller-than-usual gaps. In such cases, safety may be a problem, and some disruption to the major traffic stream may result. It is important to note that LOS F may not always result in Jong queues but may result in adjustments to nonnal gap acceptance behavior, which are more difficult to observe in the field than queuing. In most cases at Two-Way Stop Controlled (TWSC) intersections, the critical movement is the minor-street left-tum movement. As such, the minor-street left-tum movement can generally be considered the primary factor affecting overall intersection perfonnance. The lower threshold for LOS F is set at 50 seconds of delay per vehicle. There are many instances, particularly in urban areas, in which the delay equations will predict delays of 50 seconds (LOS F) or more for minor-street movements under very low volume conditions on the minor street (less than 25 vehicle/hour). Since the first term of the equation is a function only of the capacity, the LOS F threshold of 50 sec/vehicle is reached with a movement capacity of approximately 85 vehicle/hour or less. This procedure assumes random arrivals on the major street. For a typical four-lane arterial with average daily traffic volumes in the range of 15,000 to 20,000 vehicles per day (peak hour, 1,500 to 2,000 vehicle/hour), the delay equation used in the TWSC capacity analysis procedure will predict 50 seconds of delay -or more (LOS F) for many urban TWSC intersections that allow minor-street left-tum movements. The LOS F threshold will be reached regardless of the volume of minor-street left-turn traffic. Not-withstanding this fact, most low-volume minor- street approaches would not meet any of the volume or delay warrants for signalization of the Manual on Uniform Traffic Control Devices (MUTCD) since the warrants define an asymptote at 100. vehicle/hour on the minor approach. As a result, many public agencies that use the HCM 6 Level of Service thresholds to determine the design adequacy of TWSC intersections may be forced to eliminate the minor-street left-tum movement, even when the movement may not present any operational problem, such as the formation of long queues on the minor street or driveway approach. LINSCOTT, LAW & GREENSPAN, engineers S:\Technical Manuals\HCMIHCM 6\HCM Wrileup_UnslgHCM6.doc LINSCOTT, LAW & GREENSPAN, engineers APPENDIX C ExlSTING TRAFFIC COUNT SHEETS LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANK] National Data & Surveying Services Intersection Turning Movement Count Loc.ation: Tamarack Ave. 8c. El Camino Real City: Carlsbad Projcd ID: 18·04439-001 Control: Sigoaized Date: 11/13/2018 Total Tamarack Ave TamaradtAve. El Camino Real El Otmlno Real NORlltBOUND SOUTHBOUND EASTBOUND WESTBOUND I 1 1 0 2 ! 0 0 I !.5 0.5 0 1 2 I 0 NL NT NR NU SL ST SR SU El ET ER EU WL WT WR WU TOTAl 12 25 43 0 71 43 21 0 9 420 3 0 38 163 24 ! 873 lJ 29 70 0 !!O 70 !5 0 9 552 13 1 54 113 33 0 1082 7 41 82 0 105 47 7 0 12 601 10 0 36 86 35 0 1069 15 41 85 0 !!S 29 4 0 8 SO! 14 IS 79 <O 2 949 17 27 44 0 99 36 !O 0 6 411 13 9 109 23 805 10 22 42 0 83 48 15 0 3 366 !0 9 117 16 741 3 22 48 0 65 26 6 0 8 305 9 19 101 19 631 !8 19 29 0 57 19 6 0 6 207 9 21 !38 !8 548 NL NT NR NU SL ST SR SU El ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 95 226 443 0 705 318 84 0 61 3363 81 2 201 906 208 5 6698 APPROAc:H %'s : 12.43% 2958% 57.98% 0.00% 63.69% 28.73% 7.S9% 0.00% 1.74% 9S.89% 2.31% 0.06% 15.23% 68.64% 15.76% 0.38 PEAK HR: 07:00 AM· 08:00 AM TOTAL PEA.KHR VOL: 47 136 280 0 401 !89 47 0 38 2074 <O 2 143 441 1J2 3 3973 PEAK HR FACTOR : 0.783 0.829 0.824 0.000 0.872 0.675 0560 0.000 0.792 0.863 0.714 0.500 0.662 0.676 0.825 0.375 0.9!8 0.821 0.817 0.864 0.795 NORTHOOUND SOUTHBOUND EASTBOUND WESTBOUND I I I 0 2 I 0 0 ! 1.5 05 0 I 2 I 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM !! 32 27 0 21 40 !! 0 9 157 9 0 38 345 70 I n1 4:15 PM 9 26 18 0 28 38 3 0 6 170 9 0 38 368 63 n1 4:30 PM l! 33 18 0 37 33 6 0 18 141 7 0 32 374 49 759 4:45 PM 6 3! 17 0 38 31 7 0 5 153 t3 I 36 ,371 SI 760 5:00 PM 8 36 23 0 27 28 s 0 10 143 16 0 42 371 82 791 5:15 PM !! 29 2S 0 24 27 8 0 12 lJl 5 1 48 366 82 769 5:30 PM 11 36 20 0 28 25 4 0 10 !30 !O 0 3! 350 81 737 5:45PM 9 25 !8 0 32 17 8 0 11 113 9 0 53 244 80 619 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAl TOTAL VOLUMES; 76 248 166 0 235 239 52 0 81 !138 78 2 318 2789 558 3 5983 APPROACH %'s : 15.51% 50.61% 33.88% 0.00% 44.68% 45.44% 9.89% 0.00% 6.24% 87.61% 6.00% 0.15% 8.67% 76.04% 15.21% 0.08 PEA.KHR: 04:15 PM -05:15 PM TOTAl PEAK HR VOL 34 126 76 0 130 130 21 0 39 607 45 I !48 1484 245 I 3087 PEAtc Hk FACTOR : o.n3 0.875 0.826 0.000 0.855 0.855 0.750 0.000 0.542 0.893 0.703 0.250 0,881 0.992 0.747 0.250 0.976 0.881 0.924 0.935 0.948 Prepared by National Data & Surveying Services Tamarack Ave & E l Camino Real Peak H our Turning Movement Count ID: 18-04439-001 City: Carlsbad Tamarack Ave Day: Tuesday Date: 11/13/2018 1/) 0:: ::) 07:00 AM • 08:00 AM NONE AM 47 189 401 0 306 AM 07:00 AM • 09:00 AM NONE 0 0 C z -1 ~ m 0 J: ~ NOON 0 0 0 0 0 NOON ~ a. 04:15 PM· 05:15 PM PM 21 130 130 0 410 PM 04:00 PM • 06:00 PM ~ 0 0 (/) C'II 4) 0:: 0 C E C'II CJ w AM NOON PM 0 537 0 1540 ¢:i 2 o .!)o 38 0 39 j 1 2074 0 607 -+ 1.5 40 0 45 ~ 0.5 AM NOON PM ,G- Total Vehicles (AM) _J ,...., ~ sL "'I' .-t "'I' ., .... 38.I t.132 2074 .. <e> +-441 40'\, '143 7 ~i~I Total Vehicles (Noon) _J~ ~~L z z z ., • '+ N/A.I t. N/A N/A .. <e> • N/A 7 N/A'\, ... t ,. , 1 N/A . zzz ........................ l> )> l> Total Vehicles (PM) _J .-t ~ ~L N .-t .-t ., • '+ 39.I t. 245 . 607 .. <e> • 1484 45'\, '148 7 ... t ,., w I-' -..J -I'> N CTI CTI PM NOON AM PM NOON AM AM NOON PM 323 0 372 1 2 0 lf PM 0.98 1 1 PM NOON AM 1 t. 245 0 132 2 +-1484 0 441 1 .,. 148 0 143 o C. 1 o 3 c:::;> 814 0 2758 t ,. PM NOON AM 0 34 126 76 PM Bikes (AM) 0 0 0 Q NOON 0 47 136 280 AM _J oo oL .,J ,.. '+ 0 .1 ~ t.O 12 -+~•0 0 '\, ,o Tamarack Ave 7 ... t ,.r- e o o I Pedestrians (Crosswalks) Bikes (NOON) _J <( <( <( L ........................ z z z .,J • '+ N/A .I <e> t. N/A N/A -+ A •N/A N/A '\, t 'N/A 7 ~z ~r-l> )> )> I Bikes (PM) National Data & Surveying Services Loc.ation: Kelty Dr & 6 Camino Real Intersection Turning Movement Count City: Olirl'Sbad Project ID: 16·04439-002 Control: Signalzed Date! 11/13/2018 Total Kelly Or Kelly Dr El Qmlno Real El camlno Real NORTHBOUND SOUTHBOUND fASTllOlJND WESTBOUND 1.5 0 0.5 0 0 I 0 0 I 2 1 0 I 3 0 0 NL ITT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 14 0 44 0 0 0 0 0 0 563 8 0 I) 248 I 1 892 10 0 <I 0 0 0 5 0 731 24 0 25 154 2 0 993 24 0 62 0 0 0 0 0 718 41 0 79 128 1 0 1054 41 0 108 0 0 0 3 0 692 34 0 57 89 0 I 1025 )J 0 52 0 0 0 0 0 521 18 0 ll 98 2 738 14 0 49 0 0 0 0 4'13 II 0 3 132 0 656 I< 0 35 0 0 0 0 417 ll 0 20 149 3 656 9 0 25 0 0 0 0 286 6 0 12 145 487 NL NT NR NU st ST SR SU EL ET ER EU WL wr WR WU TOTAL TOTAL VOLUMES: 159 0 416 0 0 0 12 0 4 4371 155 0 222 1143 II 8 6501 APPROAot <M,'s : 27.65% 0.00% 72.35% 0,00% 0.00% 0.C>J% 100.00% 0.00% 0.09% 96.49% 3.42% 0.00% 16.04% 82.59% 0.79% 0.58 PEAK HR: 07:00 AM • 08:00 AM TOTAL PEAK HR VOL· 89 0 255 0 0 0 ·O 2 2704 107 0 174 619 • 2 3964 PEAK HR FACTOR• 0.543 0.000 0.590 0.000 0.000 0.000 0.400 0.000 0.500 0.925 0.652 0.000 0.551 0.624 0.500 0.500 0.940 o.5n D.400 0.925 0.760 NORTHBOUND SOIJTHBOUN.O EASTBOUND WESTBOUND 1.5 0 o.s 0 0 I 0 0 I 2 1 0 I 3 0 0 Nl ITT NR NU st ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 16 0 21 0 0 0 l 0 0 207 14 0 38 4'19 2 5 753 4:15 PM 13 0 22 0 0 0 3 0 0 181 20 0 29 438 0 I 707 4:30 PM 10 0 29 I 0 0 0 0 195 19 0 36 442 0 2 735 4:45 PM II 0 16 0 0 0 0 0 173 l4 0 34 467 0 3 718 5:00 PM 12 0 25 0 . 0 0 0 0 193 20 0 36 497 0 3 787 5:15 PM I) 0 14 0 0 0 0 0 159 19 0 42 479 0 10 736 5:30 PM II 0 14 0 0 0 0 0 172 15 0 4) 437 0 4 696 5:45 PM 12 0 17 0 0 0 0 0 151 9 D 32 348 0 5 574 NL ITT NR NU SL ST SR SU El ET ER EU WL \VT WR WU TOTAL TOTA\. VOWMES: 98 0 158 I 0 0 6 0 0 1431 llO 0 290 3557 2 33 5706 APPROACH C\ib's : 38.13% 0.00% 61.48% 0.39% 0.00% 0,00% 100.00% 0.00% 0.00% 91.67% 8.33% 0.00% 7.47% 91.63% 0.05% 0.85 PEAK HR: 04:30 PM -05:30 PM TOTAL PEAK HR VOL. % 0 84 I 0 0 2 0 0 720 72 0 148 1885 0 18 2976 PEAK HR FACTOR: 0.885 0.000 0.724 0.250 0.000 0.000 0.500 0.000 0.000 0.923 0.900 0.000 0.881 0.948 0.000 0.450 0.945 0.819 0.500 0.925 0.957 Prepared by National Data & Surveying Services Kelly Dr & El Camino Real Peak Hour Turning Movement Count ID: 18-04439-002 City: Carlsbad (JJ 0:: ::::, 0 J: ~ 07:00 AM -08:00 AM AM 8 NONE NOON 0 i5 IL 04:30 PM -05:30 PM PM 2 AM NOON PM 716 0 1933 ~ c,s GI 0:: 0 0 0 ~ 0 0 C: -------E c,s 0 j 1 2 0 (.) w 2704 0 720 -+ 2 107 0 72 ~ 1 AM NOON PM Total Vehicles (AM) _J~ 0 ~L 2,; ♦ t.4 2704-+ <e> • 619 107'\ I' 174 7 .... ,.., 00 0 N ID v, V, Total Vehicles (Noon) _Ji ??L ., ♦ ... N/A.; t. N/A N/A-+ <e> • N/A 7N/A'\., t ,.. l'IN/A zzz ........ ........ ........ )> )> )> Total Vehicles (PM) -J ~ i .'.; h--- 720-+ <e> • 1885 772'\., t ,.,,148 ~ 0 00 en ~ PM NOON AM 0 221 0 281 0 0 0 1 0 0 0 0 0 0 0 0 6 0 0 'Lr PM 0.95 Day: Tuesday Date: 11/13/2018 AM 07:00 AM -09:00 AM NOON NONE PM 04:00 PM -06:00 PM PM NOON AM 0 t. 0 0 4 3 ~ 1885 0 619 1 .,. 148 0 174 0 t:' 18 0 2 =!) 822 0 2961 n 0 C z -l .,, m :n 0 0 (/) 0 1.5 0 0.5 ~ ~ t ,. 1 46 0 84 PM 0 0 0 0 NOON 0 89 0 255 AM Kelly Dr • PM NOON AM Bikes (AM) _J oo oL ., . ... o ,; ~ t.O 12-+ A •0 0 '\ l'O 7 ., t ,.r-- 0 o ~ I Bikes (NOON) _J ~~~L z z z ., . ... N/A ,; ~ t. N/A N/A -+ A • N/A N/A '\ t I' N/A 7 ~2~1 ........................ )> )> )> Bikes (PM) _J oo oL ., . ... O,; t,O o,.~.s o'\ v' t'o 7 ., t ,.r-- 0 o o I National Data & Surveying Services Intersection Turning Movement Count Location: Project Dwy 1 & El Camino ReaJ Cq:Carlsl>od Project ID: 18-0M39-·003 Control: l·Way Stop (NB) Date: 11/13,Z018 Total Project Dwy 1 Project Dwy 1 EICami.nOR.eal El Qlmino Real NORTHSCUND SOUTHBOUND EASTBOUND WESTilOUND 0 0 I 0 0 0 0 0 0 3 0 0 3 0 NL ITT NR NU st 5T SR SU El ET ER EU WL WT WR WU TOTAL 0 0 I 0 0 0 0 0 0 575 2 0 0 235 0 0 813 0 0 3 0 0 0 0 0 0 733 3 0 0 208 0 0 947 0 0 2 0 0 0 0 0 0 802 2 0 0 195 0 0 1001 0 0 0 0 0 0 0 0 779 2 0 0 165 0 0 947 0 0 0 0 0 0 0 0 609 3 0 0 122 0 0 735 0 0 0 0 0 0 0 0 487 2 0 0 131 0 0 621 0 0 0 0 0 0 0 0 464 0 0 141 0 0 611 0 0 0 0 0 0 0 0 323 0 0 179 0 0 513 NL ITT NR NU SL ST SR SU El ET ER EU WL wr WR WU lOTAl TOTAL VOLUMES: 0 0 17 0 0 0 0 0 0 4772 23 .0 0 1376 0 0 6188 APPROACH %o's : 0.00% 0.00% 100.00% O.OOo/o 0.00% 99.S2% 0.48% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK.HR: 07:00 AM -08:00 AM TOTAL PEAK HR VOL! 0 0 7 0 0 0 0 0 0 2889 9 0 0 803 0 0 3708 PEAK HR FACfOR: 0.000 0.000 O.S83 0.000 0.000 0.000 0.000 0.000 0.000 0.901 0.7S0 0.000 0.000 0.854 0.000 0.000 0.926 0.583 0.901 0.854 NORTH80\IND SOUlliBDUNO EASTBOUND WESTBOUND 0 I 0 0 0 0 0 0 3 0 0 0 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 8 0 0 0 0 0 0 . 205 11 0 0 483 0 0 707 4:15Pt-1 0 0 6 0 0 0 0 0 0 208 5 0 0 479 0 0 698 4:30 Pt-1 0 0 s 0 0 0 0 0 0 190 6 0 0 469 0 0 670 4:45 Pt-1 0 0 4 0 0 0 0 0 0 210 s 0 0 482 0 0 701 S:00 Pt-1 0 0 3 0 0 0 0 0 0 19'! 7 0 0 S27 0 0 731 S:15 Pt-1 0 0 s 0 0 0 0 0 0 184 9 0 0 SOI 0 0 699 5:30 Pt-1 0 0 7 0 0 0 0 0 0 185 7 0 0 509 0 0 708 S:45 Pt-1 0 0 1 0 0 0 0 0 0 163 4 0 0 408 0 0 576 NL NT NR NU Sl ST SR SU EL ET ER EU Wl WT WR WU TOTAL TOTAL VOLUMES 0 0 39 0 0 0 0 0 0 IS39 54 0 0 38S8 0 0 5490 APPROACH %'s 0.00% 0.00% 100.00% 0.00% 0.00% 96.61% 3.39% 0.00% 0.00% 100.00% 0.00% 0. PEAK HR 04:45 PH· OS:45 PM TOTAL PEAK HR VOL 0 0 19 0 0 0 0 0 0 m 28 0 0 2019 0 2839 PEAK HR FACTOR 0.000 0.000 0.679 0.000 0.000 0.000 0.000 0.000 0.000 0.920 0.778 0.000 0.000 0.958 0.000 0.000 0.971 0.679 0.931 0.958 Prepared by N ational Data & Surveying Services Project Dwy 1 & El Camino Real Peak Hour Turning Movement Count ID: 18-04439-003 City: Carlsbad U) ct. 07:00 AM -08:00 AM AM 0 :::, 0 :c NONE NOON 0 - ~ ~ w 04:45 PM -05:45 PM 0 0.. PM AM NOON PM ., 803 0 2019 ¢::i 0 0 0 _!, 0 0 C l----+---1--- E t'IS (.) 0 0 2889 0 0 j 0 773-+ 3 9 0 28 ,, 0 AM NOON PM Total Vehicles (AM) Total Vehicles (Noon) _J~~~L z z z ., • ii. N/A.; t. N/A N/A .. <e> • N/A 7N/A~., t r+ f'IN/A zzz ..................... )> )> )> Total Vehicles (PM) _J oo oL ., • ii. o.; t. o 773 .. <e> +-2019 28~ ,o 7 4"!1 t ,., 0 0 .._. <.O PM NOON AM 0 Day: Tuesday Date: 11/13/2018 C) 0 0 0 0 AM 07:00 AM -09:00 AM 0 C z --i 0 0 0 0 NOON NONE "O m ~ 0 0 0 0 04:00 PM -06:00 PM 5 PM C (/) ,J '+ " if PM NOON AM 28 0 9 0 0 0 0 t. 0 0 0 3 .. 2019 0 803 0 0 0 0 .(" --+--+--- 3708 0 2839 PM 0.97 0 C' 0 0 0 c:;> 792 0 0 0 1 0 0 0 19 PM 0 0 0 0 NOON 0 0 0 7 AM Project Dwy 1 Pedestrians (Crosswalks} ,,, '°-i, "o,i, 0 ~ % 0 ol ., o Q PM I Q T NOON 0 AM AM NOON PM PM NOON AM Bikes (AM) _J oo oL ., ... ii. o,; ~ t.O 16 .. ~•0 0 ~ ,o 7 ., t ,. .... o o o I Bikes (NOON) National Data & Surveying Services Intersection Turning Movement Count Location: Project t>wy 2 & El, Camino Real City: Carlsbad Project ID: 18-04439·004 Control: 1-Way Stop (NB) Date: 11/13/2018 Total Proje<I Dwy2 Project Dwy 2 El Camino Real El camlno Real NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 NL NT NR NU 5l ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 1 0 0 0 0 0 0 S50 I 0 0 256 0 0 808 7:15AM 0 0 0 0 0 0 0 0 0 757 2 0 0 186 0 0 945 7:30 AM 0 0 0 0 0 0 0 0 813 I 0 0 197 0 0 1012 7:4S AM 0 0 0 0 0 0 0 0 774 0 0 154 0 0 932 8:00 AM 0 0 0 0 0 0 0 0 608 0 0 114 0 0 726 8:lSAM 0 0 0 0 0 0 0 0 514 0 0 128 0 0 645 8:30AM 0 0 0 0 0 0 0 0 431 0 0 158 0 0 592 8:45 AM 0 0 0 0 0 0 0 0 338 0 0 176 0 0 517 NL NT NR NU 5l ST SR SU 1:1. ET ER EU WL WT WR WU TOTAL TOTAL VOLUf4£S : 0 0 15 0 0 0 0 0 0 4785 8 0 0 1369 0 0 6177 APPROACH ~•a; : 0.()0% 0.00% 100.00% 0.00% 0.00% 99.83% 0.17% 0.00 0.00% 100.00% 0.00% 0.00% PEAK HR: 07:00 AM -08:00 AM T_OTAL PEAK HR VOL 0 0 s 0 0 0 0 0 0 2894 0 0 793 0 3697 PEAK HR FACTOR : 0.000 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.000 0.890 0.625 0.000 0.000 0.774 0.000 0.000 0.913 0.417 0.890 0.774 NORTI180UND SOUTHBOUND EASTBOUND WESTBOUND 0 0 I 0 0 0 0 0 0 l 0 0 0 3 0 0 NL NT NR NU SL ST SR SU 1:1. ET ER EU WL WT WR WU lOTAL 0 0 5 0 0 0 0 0 0 219 l 0 0 48'} 0 0 714 0 0 3 0 0 0 0 0 0 209 2 0 0 469 0 0 683 0 0 ' 0 0 0 0 0 0 201 2 0 0 473 0 0 680 0 0 4 0 0 0 0 0 0 202 2 0 0 487 0 0 695 0 0 4 0 0 0 0 0 0 198 0 0 0 507 0 0 709 0 0 s 0 0 0 0 0 0 183 0 0 0 sos 0 0 693 0 0 4 0 0 0 0 0 0 181 5 0 0 525 0 0 715 0 0 l 0 0 0 0 0 0 169 0 0 0 390 0 0 560 NL NT NR NU 5l ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES 0 0 30 0 0 0 0 0 0 1562 12 0 0 3845 0 0 5449 APPROACH %'s 0.00% 0.00% 100.00% 0.00% 0.00% 99.24% 0.76% 0.00% 0.00% 100.00% 0.00% 0.00 PEAK HR 04:45 PM -05:45 PM TOTAL PEAK HR VOL 0 0 17 0 0 0 0 0 0 764 7 0 0 2024 0 0 2812 PEAK HR FACTOR 0.000 0.000 0.850 0.000 0.000 0.000 0.000 0.000 0.000 0.946 0.350 0.000 0.000 0.964 0.000 0.000 0.983 0.850 0.945 0.964 Prepared by National Data & Surveying Services Project Dwy 2 & El Camino Real Peak H our Turning Movement Count ID: 18-04439-004 City: Carlsbad (/) er: ::, 07:00 AM -08:00 AM AM 0 0 :I: ~ NONE NOON 0 ~ 11. 04:45 PM -05:45 PM PM 0 AM NOON PM 793 0 2024 <!= 0 0 0 _!) 0 ------t---+--- 0 0 0 j 0 2894 0 764 -+ 3 5 0 7 AM NOON PM Total Vehicles (AM) _J ~ 0 ~L O.t ♦ t. 0 2894-+ <e> +-793 S'\ t' 0 7 .,trr- o o u, I Total Vehicles (Noon) _J???L ., .... N/A.t t. N/A N/A-+ <e> +-N/A 7N/A'\., t r t'IN/A zzz )> )> )> Total Vehicles (PM) ---J ~ • ~ h- 764-+ <e> +-2024 77'\-a t rl'IO 0 0 I-> '-.J ... 0 PM NOON AM 0 7 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 if Day: Tuesday Date: 11/13/2018 AM 07:00 AM -09:00 AM NOON NONE PM 04:00 PM -06:00 PM PM NOON AM 0 t. 0 0 0 3 +-2024 0 793 0 ' 0 0 c;" 0 0 0 0 0 ~ 781 0 2899 0 0 C z --i "0 m .!! 0 0 CJ) 0 1 t ,. PM NOON AM 0 17 PM Bikes (AM) 0 0 NOON 0 5 AM _J oo oL ., .... o.t <S>t.o 16 -+ A •o O'\ t'O Project Dwy 2 7 ., t rr- o o o I Pedestrians (Crosswalks) 0 NOON AM AM t O NOON 0 PM or;: :E <:::) ... ..~ <:::) <fi' <:::) "' q~ Bikes (NOON) _J ~~~L z z z ., . ... N/A .t <&. t. N/A N/A -+ A .. N/A N/A '\ t t'N/A 7 12~1 ........................ )> )> )> Bikes (PM) National Data & Smveying Services Intersection Turning Movement Count L.oc.ation; W Ranch St & B Camino Re.11 Clty: Car~bad Project ID: lS.04439--005 Control: Si!jnaliz.ed Date: 11/13/2018 Total w Ranct, St WR.anch St El camlno Real El Camino Re.al NOR"TliBOUND SOUTHBOUND EASTBOUND WESTilOUND 0 1 0 0 0 1 I 0 I 3 0 0 l 3 I 0 NL NT NR NU SL sr SR SU EL ET ER EU WL WT WR WU TOTAL 0 0 0 0 16 0 10 0 8 528 0 0 227 14 I 805 0 0 0 0 28 0 10 0 6 727 0 197 9 0 981 0 0 I 0 18 I 10 0 6 762 0 182 8 0 988 0 0 0 0 17 0 22 0 12 815 0 148 8 1023 2 0 l 0 17 0 9 0 7 628 0 110 9 786 0 0 0 0 13 0 8 0 s 500 122 12 665 I 0 I 0 20 0 IS 0 7 418 12S 5 599 0 0 2 0 26 0 7 0 6 357 179 12 S93 Nl NT NR NU SL ST SR SU El ET ER EU WL wr WR WU TOTAL TOTAl VOLUMES: 3 0 s 0 1S5 I 91 0 S7 4735 3 11 2 1290 n 10 6440 APPROACH %'s : 37.50% 0.00% 62.50% 0.0 62.75% 0.4-0% 36.84% 0.00 1.19% 98.52% 0.06% 0.23% 0.15% 93.55% 5.58% 0.73 PEAK HR: 07:00 AM • 08:00 AH TOTAL PE.AKHR VOL 0 0 1 0 79 52 0 32 2832 0 4 l 754 39 2 3797 PEAK HR FACTOR : 0.000 0.000 0.250 0.000 0.705 0.250 0.591 0.000 0.667 0.869 0.000 0.333 0.250 0.830 0.696 0.500 0.928 0.250 0.846 0.867 0.822 NOR1HBOUNO SOUTHBOUND EASTBOUND ,WESTilOUNO 0 l 0 0 0 I 1 0 I 3 0 0 1 3 1 0 NL NT NR NU Sl sr SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 14 0 8 0 8 215 0 7 I 469 18 3 743 4:15 PM 1 0 0 0 3 0 7 0 7 190 l 4 2 469 12 2 698 4:30 PM 1 0 0 0 10 0 5 8 188 I 6 0 460 12 4 696 4:45 PM I 0 0 9 0 6 10 200 0 4 0 477 16 2 726 5:00 PM 1 0 0 13 0 3 3 193 1 4 0 515 15 4 752 5:15 PM 0 0 0 11 D 6 9 176 0 2 D SIS 14 4 737 5:30 PM D 0 0 10 .o 7 6 171 0 9 0 495 20 3 721 5:45 PM 0 D 0 9 0 9 6 163 0 3 0 401 13 6 610 NL NT NR NU SL sr SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 4 0 l 0 79 0 51 1 57 1496 3 39 3 3801 120 28 5683 APPROAOI ~•s: 80.00% 0.00% 20.00% 0.00% 60.31% 0.00% 38.93% 0.76% 3.57% 93.79% 0.19% 2.45% 0.08% 96.18% 3.04% 0.71% PEAK HR: 04:45 PM • 05:45 PM TOTAL PEAK HR VOL· 2 0 1 0 43 22 0 28 740 1 19 0 2002 65 13 2936 PEAK HR FACTOR· 0.500 0.000 0.250 0.000 0.827 0,000 0.786 0.000 0.700 0.925 0.250 0.528 0.000 0.972 0.813 0.813 0.976 0.37S 0.956 0.921 0.974 Prepared by National Data & Surveying Services W Ranch St & El Camino Real Peak Hour Turning Movement Count ID: 18-04439-005 City: Carlsbad (/) 0:: :::> 0 J: ~ 07:00 AM -08:00 AM AM 52 1 79 0 NONE NOON O O O 0 i:i 0.. 04:45 PM -05:45 PM PM 22 0 43 0 AM NOON PM 810 0 2045 <;=i 0 C 4 0 19 .!) 0 E IQ (.) 32 0 28 j 1 w 2832 0 740 -+ 3 0 0 1 AM NOON PM Total Vehicles (AM) PM _J~ ~ cL 32.t ♦ t. 39 2832-+ <e> .,. 754 O'l ,1 NOON AM 1 1 0 0 0 2 0 0 0 2 0 0 71 0 93 1f Day: Tuesday Date: 11/13/2018 AM 07:00 AM -09:00 AM NOON NONE PM 04:00 PM -06:00 PM PM NOON AM 1 t. 65 0 39 3 +-2002 0 754 1 ' 0 0 0 (.' 13 0 2 c:;> 797 0 2914 0 0 C ~ 1J ~ 0 C C/l 1 0 t ,._ PM NOON AM 0 1 PM Bikes (AM) 0 0 NOON 0 1 AM _Jo O ("()L ., .. I+ o .t ~ t.O 16 -+~ .. o O'l ,o 7~~~1 W Ranch St 7 ~ t ,.r- 0 o o I Total Vehicles (Noon) _J11~L ., ♦ I+ N/A.t t. N/A N/A-+ <e> .,_ N/A N/A'l 'N/A 7 ~::1 ---)> )> )> Total Vehicles (PM) _J ~ 0 ~L ., ♦ I+ 28.t t. 65 740-+ <e> .,. 2002 71'l.._ • ,."r l'vOl-'I PM NOON AM AM NOON PM Pedestrians (Crosswalks) Bikes (NOON) _J lllL ., ♦ I+ N/A .t ~ t. N/A N/A-+~.,_N/A N/A 'l t 'N/A 7 12~1 ---)> )> )> Bikes (PM) National Data & Surveying Services Intersection Turning Movement Count Location: cannon Rd &. El camlno Real City: car~bad Project ID: 18·04439·006 Control: Signalized Dare 11/13/2018 Total canoon Rd cannon Rd El camlno Re.al El Camino Real NORTI-il!OIJND SOI/Tli80UND EASTBOUND WES'TllOUND 2 2 0 0 2 2 0 0 I 3 I 0 1 2 I 0 NL ITT NR NU SL ST SR SU a ET ER EU WL WT WR WU TOTAL 7:00 AM ss 106 14 0 192 166 29 0 47 393 86 6 10 147 214 0 1465 7:15 AM 28 36 23 0 237 191 37 0 IS 604 115 I IS 150 67 0 1519 7:30 AM 47 . 10 28 0 283 !SJ 21 0 II 666 119 1 IS 122 59 0 1565 7:45 AM 40 32 17 0 270 169 21 0 16 626 !3l 3 24 93 70 0 1514 8:00 AM IS 32 12 0 210 110 4 0 15 627 96 16 98 S6 I 1293 8:15AM 20 28 23 0 217 113 5 0 6 485 76 21 105 67 0 1167 8:30AM II 27 18 0 192 85 9 0 363 63 18 125 66 0 982 8:45 AM 29 32 43 0 220 98 16 0 332 48 II 134 67 0 1038 NL NT NR NU SI. ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 245 303 178 0 1821 lllS 142 0 122 4096 736 14 130 974 666 1 10543 APPROACH %'s : 33.75% 41.74% 24.52% 0.00% 59.16% 36.22% 4.61% 0.00% 2.46% 8.2.45% 14.81% 0.28% 7.34% 55.00% 37.61% 0.06 PEAK HR: 07:00 AM· 08:00 AM TOTAL PEAK HR VOL 170 184 82 0 982 709 108 0 89 2289 453 II 64 512 410 0 6063 PEAK HR FACTOR : 0.773 0.434 0.732 0.000 0.867 0.928 0.730 0.000 0.473 0.859 0.852 0.458 0.667 0.853 0.479 0.000 0.969 0.623 0.924 0.891 0.664 NORTHBOUND SOUTHBOUND EASraJl.!NO WESTBOUND 2 2 0 0 2 2 0 0 1 3 1 0 1 2 1 0 M. ITT NR NU SI. ST SR SU EL ET ER EU WL WT WR WU TOTAL 83 133 IS 0 88 58 IS 0 19 173 33 2 8 398 21 0 1244 61 123 20 0 106 ◄3 I< 0 17 150 34 1 17 409 259 0 1254 79 127 17 0 87 SJ 8 0 16 144 35 0 H 388 230 0 1198 71 144 22 0 79 61 18 0 12 159 35 0 13 417 2◄9 0 1286 94 121 18 0 78 53 17 0 13 147 so 0 17 419 268 0 1295 92 152 29 0 90 49 9 0 13 135 34 18 435 268 0 1325 94 135 17 0 54 41 IS 0 11 llS 47 10 l99 259 0 1197 62 96 22 0 69 53 8 0 10 Ill 27 II 333 200 0 1024 NL ITT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 642 1031 160 0 651 411 104 0 111 1156 295 4 108 3198 19S2 0 9823 APPROAClt ~•s : 35.02% 56.25% 8.73% 0.00% 55.83% 35.25% 8.92% 0.00% 7.09% 73.82% 18.84% 0.26% 2.05% 60.82% 37.12% 0.00% PEAK HR: 04:30 PM • D5:30 PM TOTAL PEA.KHR VOL: 342 544 86 0 334 216 52 0 54 585 154 1 62 1659 101S 0 5104 PEAK HR FACTOR! 0.910 0.895 0.741 0.000 0.928 0.885 0.722 0.000 0.844 0.920 0.770 0.250 0.861 0.953 0.947 0.000 0.963 0.890 0.953 0.945 0.949 Prepared by National Data & Surveying Services Cannon Rd & El Camino Real Peak Hour Turning Movement Count ID: 18-04439-006 City: Carlsbad Cannon Rd Cannon Rd SOUTHBOUND Day: Tuesday Date: 11/13/2018 07:00 AM -08:00 AM NONE AM 108 709 982 0 683 AM 07:00 AM -09:00 AM NONE 0 0 C: z -1 .,, NOON 04:30 PM -05:30 PM PM AM NOON PM 801 0 2054 <:= ci Q) 0::: 0 .5 E 11 0 _!) 0 ta (.) 89 0 54 j 1 w 2289 0 585 _. 3 453 0 154 "\, 1 AM NOON PM Total Vehicles (AM) _J CX) CTI NL 0 0 CX) ..-i ,-.. CTI ....... 89.t t. 410 2289-+ <e> .,_ 512 453"' l' 64 7 ... t ,.., ........ 00 -..J 00 N 0 ~ Total Vehicles (Noon) _J~ iiL ....... N/A.t t. N/A N/A-+ <e> • N/A 7N/A°' ... t ,.. l'IN/A zzz ---)> )> )> Total Vehicles (PM) _J ID "'"L N ..-1 m L/'I N m ....... 54.t t.1015 585-+ <e> • 1659 154"' l' 62 7 .... ,.., UJ V, 00 ~ ~ CTI N ~ PM NOON AM 0 0 0 0 0 NOON m 52 216 334 0 1613 PM 04:00 PM -06:00 PM :!! 0 0 CJ) 0 2 432 0 1226 2 0 if 2 0 PM NOON AM 1 t. 1015 0 410 2 +-1659 0 512 1 .r 62 0 64 o C:-o o o ~ 1005 0 3353 t ,. PM NOON AM 0 342 544 86 PM 0 0 0 0 NOON 0 170 184 82 AM Cannon Rd Bikes (NOON) Pedeslrlans (Crosswalks) "' '°-1, ---z z z _J <( <( <(L 'b_,, 0 ~ % 0 ol ,, 0 Q PM f Q NOON 0 AM AM NOON ........ N/A .t ~ t. N/A N/A-+ A .. N/A N/A °' t l' N/A 7 1z ~r->>>I Bikes (PM) Day: Tuesday Date: 11/13/2018 Prepared by NDS/ATD VOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr City: Carlsbad Project#: CA18_ 4440_001 DAILY TOTALS ~ AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 14 26 40 12:00 172 240 412 00:15 12 18 30 12:15 201 190 391 00:30 1 10 11 12:30 185 190 375 00:45 7 34 7 61 14 95 12:45 185 743 147 767 332 1510 01:00 4 11 15 13:00 201 183 384 01:15 6 7 13 13:15 151 189 340 01:30 6 7 13 13:30 212 181 393 01:45 3 19 4 29 7 48 13:45 198 762 180 733 378 1495 02:00 5 2 7 14:00 164 269 433 02:15 1 4 5 14:15 224 237 461 02:30 4 9 13 14:30 268 32.8 596 02:45 7 17 7 22 14 39 14:45 296 952 372 1206 668 2158 03:00 7 0 7 15:00 207 290 497 03:15 12 4 16 15:15 218 346 564 03:30 18 1 19 15:30 235 317 552 03:45 29 66 9 14 38 80 15:45 203 863 439 1392 642 2255 04:00 11 3 14 16:00 212 418 630 04:15 21 7 28 16:15 191 454 645 04:30 45 13 58 16:30 204 443 647 04:45 82 159 16 39 98 198 16:45 209 816 474 1789 683 2605 05:00 45 12 57 17:00 200 480 680 05:15 84 17 101 17:15 184 472 656 05:30 155 26 181 17:30 213 · 443 656· 05:45 228 512 37 92 265 604 17:45 176 773 350 1745 526 2518 06:00 119 38 157 18:00 145 336 481 06:15 246 71 317 18:15 124 324 448 06:30 361 70 431 18:30 124 299 423 06:45 574 1300 110 289 684 1589 18:45 130 523 172 1131 302 1654 07:00 528 219 747 19:00 101 189 290 07:15 729 209 938 19:15 94 155 249 07:30 805 134 939 19:30 90 90 180 07:45 728 2790 107 669 835 3459 19:45 77 362 115 549 192 911 08:00 540 140 680 20:00 88 89 177 08:15 436 134 570 20:15 63 88 151 08;30 436 136 572 20:30 71 79 150 08:45 314 1726 183 593 497 2319 20:45 80 302 77 333 157 635 09:00 259 125 384 21:00 75 72 147 09:15 222 150 372 21:15 48 68 116 09:30 199 127 326 21:30 62 62 124 09:45 217 897 162 564 379 1461 21:45 52 237 50 252 102 489 10:00 161 154 315 22:00 32 43 75 10:15 187 132 319 22:15 18 41 59 10:30 165 140 305 22:30 20 54 74 10:45 168 681 165 591 333 1272 22:45 22 92 39 177 61 269 11:00 175 173 348 23:00 11 34 45 11:15 142 165 307 23:15 13 27 40 11:30 171 223 394 23:30 8 25 33 11:45 195 683 213 774 408 1457 23:45 13 45 25 111 38 156 TOTALS 8884 3737 12621 TOTALS 6470 10185 16655 SPLIT% 70.4% 29.6% 43.1% SPLIT% 38.8% 61.2% 56.9% DAILY TOTALS ~ AM Peak Hour 07:15 11:30 07:00 PM Peak Hour 14:15 16:30 16:45 AM Pk Volume 2802 866 3459 PM Pk Volume 995 1869 2675 Pk Hr Factor 0.870 0.902 0.921 Pk Hr Factor 0,840 0.973 0.979 7 -9Volume C 4516 1262 5778 4-6Volume <) ,, 1589 3534 5123 7 • 9 Peak Hour 07:15 07:00 07:00 4 • 6 Peak Hour 16:00 16:30 16:45 7 • 9 Pk Volume 2802 669 3459 4 • 6 Pk Volume 816 1869 2675 Pk Hr Factor "':"!Cl 0.870 0.764 0.921 Pk Hr Factor ~Ne-,,,,.,,, 0.962 0.973 0.979 Day: Tuesday Date: 11/13/2018 DAILY TOTALS AM Period NB SB 00:00 00:15 00:30 00:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 TOTALS SPLIT% DAILY TOTALS AM Peak Hour AM Pk Volume Pk Hr Factor 7 •9Volume (j 7 -9 Peak Hour 7 -9 Pk Volume Pk Hr Factor <>r,· EB 13 13 2 6 3 5 6 6 6 3 4 7 7 12 18 30 14 20 51 83 48 84 144 208 112 230 323 548 498 674 729 737 577 448 435 327 265 221 222 221 171 187 161 195 174 157 200 190 Prepared by NDS/ATD VOLUME El Camino Real Bet. Kelly Dr & Project Dwy 1 WB TOTAL PM Period NB 21 34 12:00 19 32 12:15 11 13 12:30 34 7 58 13 92 12:45 12 15 13:00 8 13 13:15 8 14 13:30 20 8 36 14 56 13:45 2 8 14:00 2 5 14:15 9 13 14:30 20 3 16 10 36 14:45 2 9 15:00 4 16 15:15 3 21 15:30 67 7 16 37 83 15:45 3 17 16:00 9 29 16:15 15 66 16:30 168 10 37 93 205 16:45 13 61 17':00 15 99 17:15 21 165 17:30 484 36 85 244 569 17:45 35 147 18:00 63 293 18:15 68 391 18:30 1213 113 279 661 1492 18:45 223 721 19:00 216 890 19:15 184 913 19:30 2638 177 800 914 3438 19:45 122 699 20:00 126 574 20:15 137 572 20:30 1787 188 573 515 2360 20:45 120 385 21:00 147 368 21:15 139 361 21:30 929 159 565 380 1494 21:45 158 329 22:00 152 339 22:15 152 313 22:30 714 173 635 368 1349 22:45 185 359 23:00 171 328 23:15 230 430 23:30 721 248 834 438 1555 23:45 8795 3934 12729 TOTALS 69.1% 30.9% 42.8% SPLIT% 07:1S 11:30 07:00 PM Peak Hour 2717 9S4 3438 PM Pk Volume 0.922 0.962 0.940 Pk Hr Factor 4425 1373 5798 4•6Volume 07:15 07:00 07:00 4 • 6 Peak Hour 2717 800 3438 4 • 6 Pk Volume 0.922 0.897 0.940 Pk Hr Factor .; . .,iXI SB City: Carlsbad Project#: CA18_4440_002 ~ EB WB TOTAL 184 247 431 200 229 429 206 216 422 176 766 174 866 350 1632 207 187 394 172 206 378 196 206 402 201 776 211 810 412 1586 158 316 474 220 293 513 306 378 684 328 1012 355 1342 683 2354 197 303 500 223 336 559 221 331 552 198 839 436 1406 634 2245 215 447 662 194 447 641 196 451 647 207 812 471 1816 678 2628 196 491 687 183 486 669 195 474 669 166 740 371 1822 537 2562 139 360 499 111 313 424 110 303 413 129 489 185 1161 314 1650 91 190 281 81 155 236 91 97 188 68 331 108 550 176 881 81 93 174 52 94 146 72 83 155 72 277 82 352 154 629 68 60 128 47 65 112 51 57 108 43 209 44 226 87 435 29 48 77 20 36 56 18 57 75 21 88 32 173 53 261 11 33 44 11 28 39 8 22 30 11 41 24 107 35 148 6380 10631 17011 37.5% 62.5% 57.2% ~ 14:30 16:4S' 16:4S 10S4 1922 2703 0.803 0.979 0.984 r 1552 3638 5190 16:00 16:45 16:45 SU 1922 2~03 ..,M:1 0.944 0.979 0.984 Day: Tuesday Date: 11/13/2018 Prepared by NDS/ATD VOLUME El Camino Real Bet. Project Dwy 2 & W. Ranch Rd City: Carlsbad Project#: CA18_ 4440_003 DAILY TOTALS ~ AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 12 21 33 12:00 180 246 426 00:15 13 19 32 12:15 185 232 417 00:30 2 12 14 12:30 224 206 430 00:45 6 33 7 59 13 92 12:45 188 777 179 863 367 1640 01:00 3 11 14 13:00 200 187 387 01:15 s 8 13 13:15 174 203 377 01:30 6 8 14 13:30 200 209 409 01:45 s 19 10 37 15 56 13:45 204 778 218 817 422 1595 02:00 6 2 8 14:00 159 313 472 02:15 2 2 4 14:15 218 292 510 02:30 3 9 12 14:30 311 348 659 02:45 8 19 4 17 12 36 14:45 329 1017 349 1302 678 2319 03:00 7 2 9 15:00 207 297 504 03:15 12 4 16 15:15 224 334 558 03:30 19 s 24 15:30 228 335 563 03:45 30 68 7 18 37 86 15:45 202 861 439 1405 641 2266 04:00 14 4 18 16:00 222 457 679 04:15 20 10 30 16:15 193 446 639 04:30 51 14 65 16:30 194 454 648 04:45 79 164 11 39 90 203 16:45 206 815 456 1813 662 2628 05:00 48 12 60 17:00 198 500 698 05:15 81 15 96 17:15 180 494 674 05:30 143 20 163 17:30 181 485 666 05:45 211 483 38 85 249 568 17:45 169 728 382 1861 551 2589 06:00 113 35 148 18:00 135 351 486 06:15 222 65 287 18:15 110 330 440 06:30 325 70 395 18:30 114 306 420 06:45 551 1211 110 280 661 1491 18:45 126 485 184 1171 310 1656 07:00 486 228 714 19:00 89 192 281 07:15 675 210 885 19:15 77 162 239 07:30 714 185 899 19:30 88 101 189 07:45 741 2616 173 796 914 3412 19:45 78 332 110 565 188 897 08:00 586 120 706 20:00 78 98 176 08:15 475 128 603 20:15 58 94 152 08:30 410 138 548 20:30 69 85 154 08:45 354 1825 191 577 545 2402 20:45 70 275 81 358 151 633 09:00 252 121 373 21:00 69 64 133 09:15 223 150 373 21:15 49 65 114 09:30 222 147 369 21:30 so 59 109 09:45 219 916 154 572 373 1488 21:45 42 210 46 234 88 444 10:00 168 157 325 22:00 29 so 79 10:15 193 152 345 22:15 20 36 56 10:30 160 151 311 22:30 19 60 79 10:45 181 702 175 635 356 1337 22:45 21 89 30 176 51 265 11:00 184 190 374 23:00 11 33 44 11:15 159 167 326 23:15 11 28 39 11:30 199 228 427 23:30 8 23 31 11:45 196 738 237 822 433 1560 23:45 11 41 25 109 36 150 TOTALS 8794 3937 12731 TOTALS 6408 10674 17082 SPLIT% 69.1% 30.9% 42.7% SPLIT% 37.5% 62.5% 57.3% DAILY TOTALS ~ AM Peak Hour 07:15 11:30 07:00 PM Peak Hour 14:30 16:45 16:45 AM Pk Volume 2716 943 3412 PM Pk Volume 1071 1935 2700 Pk Hr Factor 0.916 0.958 0.933 Pk Hr Factor 0.814 0.968 0.967 7 -9Volume 4441 1373 5814 4-6Volume -1 1543 3674 5217 7 • 9 Peak Hour 07:15 07:00 07:00 4 -6 Peak Hour 16:00 16:45 16:45 7 • 9 Pk Volume 2716 796 3412 4 -6 Pk Volume 0 815 1935 2700 Pk Hr Factor ?.~ -~ 0.916 0.873 0.933 Pk Hr Factor ~-"' 0.0:il 0.918 0.968 0.967 Day: Tuesday Date: 11/13/2018 Prepared by NDS/ATD VOLUME El Camino Real Bet. W. Ranch Rd & Cannon Rd City: Carlsbad Project#: CA18_ 4440_004 DAILY TOTALS ~ AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 13 23 36 12:00 181 247 428 00:15 12 19 31 12:15 178 231 409 00:30 2 11 13 12:30 220 197 417 00:45 6 33 7 60 13 93 1.2:45 204 783 174 849 378 1632 01:00 3 12 15 13:00 209 186 395 01:15 5 8 13 13:15 182 215 397 01:30 6 8 14 13:30 202 196 398 01:45 4 18 9 37 13 55 13:45 220 813 211 808 431 1621 02:00 7 2 9 14:00 177 313 490 02:15 4 2 6 14:15 235 304 539 02:30 3 9 12 14:30 313 363 676 02:45 8 22 4 17 12 39 14:45 325 1050 348 1328 673 2378 03:00 6 2 8 15:00 209 299 508 03:15 12 5 17 15:15 235 336 571 03:30 18 3 21 15:30 238 351 589 03:45 32 68 7 17 39 85 15:45 207 889 452 1438 659 2327 04:00 15 3 18 16:00 224 472 696 04:15 19 12 31 16:15 189 471 660 04:30 53 13 66 16:30 194 454 648 04:45 84 171 11 39 95 210 16:45 199 806 476 1873 675 2679 05:00 48 13 61 17:00 199 518 717 05:15 81 12 93 17:15 182 499 681 05:30 150 21 171 17:30 180 482 662 OS:4S 210 489 39 85 249 574 17:45 168 729 396 1895 564 2624 06:00 116 37 153 18:00 141 352 493 06:1S 215 63 278 18:15 115 350 465 06:30 334 78 412 18:30 121 301 422 06:45 531 1196 124 302 655 1498 18:45 124 501 203 1206 327 1707 07:00 487 227 714 19:00 87 199 286 07:15 696 203 899 19:15 86 162 248 07:30 735 187 922 19:30 83 106 189 07:45 784 2702 149 766 933 3468 19:45 79 335 114 581 193 916 08:00 622 120 742 20:00 73 99 172 08:15 481 131 612 20:15 59 102 161 08:30 401 132 533 20:30 65 87 152 08:45 383 1887 186 569 569 2456 20:45 76 273 91 379 167 652 09:00 264 131 395 21:00 62 66 128 09:15 233 138 371 21:15 53 72 125 09:30 237 141 378 21:30 51 57 108 09:45 224 958 154 564 378 1522 21:45 38 204 49 244 87 448 10:00 167 154 321 22:00 30 so 80 10:15 200 143 343 22:15 20 40 60 10:30 148 152 300 22:30 17 57 74 10:45 183 698 178 627 361 1325 22:45 21 88 31 178 52 266 11:00 200 186 386 23:00 11 36 47 11:15 170 165 335 23:15 11 27 38 11:30 210 243 453 23:30 7 21 28 11:45 200 780 228 822 428 1602 23:45 12 41 25 109 37 150 TOTALS 9022 3905 12927 TOTALS 6512 10888 17400 SPLIT % 69.8% 30.2% 42.6% SPLIT% 37.4% 62.6% 57.4% DAILY TOTALS ~ AM Peak Hour 07:15 11:30 07:15 PM Peak Hour 14:15 16:45 16:45 AM Pk Volume 2837 949 3496 PM Pk Volume 1082 1975 2735 Pk Hr Factor 0.905 0.961 0.937 Pk Hr Factor 0.832 0.953 0.!154 7-9Volume -' 4S89 1335 5924 4-6Volume 1535 3768 5303 7 -9 Peak Hour 07:15 07:00 07:15 4 • 6 Peak Hour 16:00 16:45 16:45 7 • 9 Pk Volume 2837 766 3496 4 -6 Pk Volume 806 1975 2735 Pk Hr Factor ?:,_ ;;,_, ~, 0.905 0.844 0.937 Pk Hr Factor ~G:Q ..,.,..,_ 0.900 0.953 0.954 STREET SEGMENT I FACILITY Dire.ction El Cnmino Renl Tanlarack Avenue to Kelly Drive Kelly Drive to Project Driveway Project Driveway to West Ranch Road West Ranch Road to Cannon Road Tamarack Avenue to Cannon Road (Facillty Average) N:12608\Analysls\Segment\2608.Segment Analysis (rev)ITIA Vol_report 8/2812020 1 :27 PM EB WB EB WB EB WB EB WB EB WB Peak Hour Existing Fi 11rt_J.:l AM 2,813 PM 792 AM 719 PM 1.878 AM 2,901 PM 801 AM 799 PM 2051 AM 2,868 PM 788 AM 803 PM 2024 AM 2,842 PM 794 AM 796 PM 2080 AM 2,856 PM 794 AM 779 PM 2008 Existi.ng Street Netwotk Project Traffic Existing+ Cumulative Project Only Fi •urc4•2. F12urr 4-J l'i ur< S-1 (6) 2,807 76 39 831 164 33 752 92 5 1,883 137 (15) 2,886 84 97 898 176 29 828 98 59 2,110 148 83 2,951 84 13 SOI 176 29 832 99 59 2,083 149 46 2,888 164 7 801 228 (8) 788 124 5:l 2.133 283 27 2,883 102 39 833 186 21 800 103 44 2052 179 With Coll'ege Blvd .Extension Existing+ Ex.isling+ Cumulati\le Cumulative Ptojtc.ls Projects+ Pro·ect [:tistme + Ex1sli11g + Cumulnt1\l' ("un,ul:lli\t.: (umulrit1,c 011h P, OJl.'Cls PrOJC'l'ts l Pro1cct Fi u,.__s-2 Fi ur.S-3 Fi urr 5-4 Fi •utt S!-5 F'i ure S.6 2,889 2,883 95 2,908 2,902 956 995 225 1,017 1,056 811 844 141 860 893 2015 2,020 166 2,044 2.049 2,985 2,970 103 3,004 2,989 977 1,074 240 1,041 1,138 897 926 151 950 979 2.199 2 58 178 2,229 2288 2,952 3,035 103 2,971 3,054 964 977 240 1,028 1,041 902 931 152 955 9S4 2,173 2,232 179 2 203 2,262 3,006 3,052 183 3,025 3,071 1,022 1,029 292 1,086 1,093 920 912 177 973 965 2 363 2416 313 2 393 2446 2,958 2,985 121 2,977 3,004 980 1,019 249 1,043 1,082 883 903 155 935 955 2,188 2232 209 2 217 2,261 ■ . ' LINSCOTT, LAW & GREENSPAN, engineers APPENDIX D TRANSIT SCHEDULES LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANK] 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real M-F •SA • SU L-V •SA• DO PACIFIC OCEAN Legend/ Leyenda Destinations /Destinos • Encinitas City Hall • Plaza Camino Real • El Camino Real SPRINTER Station • The Shoppes at Carlsbad • Encinitas Ranch Town Cenier (Target) Mission S -Roule 309 /Ruta 309 BREEZE System/Sistelll(l BREEZE Select Trips/Viojes Selectos +++ COASTER/SPRINTER Street/Colle Q Time Point/Punto de Tiempo ® Stops/Porodos • Londmork/Punto de Referenda D Transfer /Tronsbordo • Sage Creek High School • Son Diego Botanic Gardens • Lo Costa Resort & Spa • Social Security Administration • McClellan Palomar Airport 130 NORTH COUNTY TRANSIT DISTRICT Rider's Guide EFFECTIVE July 12, 2020 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real See pg. 6 for Holiday schedules/Ver pag. 236 para obtener los hororios de dios festivos Monday -Friday Southbound to Encinitas Lunes a Viernes • Oirecci6n hada el sur a Endnitas Son lu~ Douglas Dr. Mission Ave. El Camino Plaza College Bl. El Camino El Camino El Camino Rey Tron~t & & El Camino Reol Camino & Reol & Real & Real & Encinitas Cente1 Vandegrift Bl. Real Station Reol Connon Rd. Connon Rd. Gotewoy Rd. lell(odia Bl. Station 1 2 3 I 4 s I 6 7 I 8 I 9 I 10 I I I I I I ! 4:05 -4:16 4:23 4:32 -4:41 4:50 5:00 5:140 4:39 -4:50 4:58 5:07 -5: 16 5:26 5:36 5:50 5:08 -5: 19 5:28 5:37 -5:46 5:56 6:06 6:20 5:37 -5:49 5:58 6:07 -6:16 6:26 6:37 6:54 6:06 -6: 19 6:28 6:37 -6:48 6:59 7:12 7:32 6:36 -6:49 6:58 7:07 -7: 18 7:31 7:45 8:07 7:04 -7:19 7:28 7:39 -7:50 8:03 8: 18 8:40 7:34 -7:49 7:58 8:09 -8:20 8:33 8:48 9:10 8:04 -8: 19 8:28 8:39 -8:50 9:01 9:16 9:36 8:34 -8:49 8:58 9:09 -9:20 9:31 9:45 10:05 9:01 9:05 9: 15 9:28 9:40 -9:51 10:00 10: 14 10:34 9:34 -9:49 9:58 10:10 -l 0:21 10:30 10:44 11 :04 10:04 -10: 19 10:28 10:40 -10:51 11 :00 11: 14 11 :34 10:34 -10:49 10:58 11 : 11 -11 :22 11 :31 11 :45 12:05p 11 :01 11 :05 11 : 15 11 :28 11 :41 -11 :52 12:01 12:16 12:37 11 :32 -11 :48 11 :58 12:11 -12:23 12:32 12:47 1:08 12:02 -12:18 12:28 12:41 -12:53 1:02 1: 17 1:38 12:32 -12:48 12:58 1 :11 -1:23 1:32 1:47 2:08 1:02 -1 :18 1:28 1 :41 -1:53 2:02 2:17 2:38 1 :31 1:35 1:45 1:58 2:11 -2:23 2:32 2:47 3:08 -----2:51 -3:00 3:15 3:36 2:02 -2:18 2:28 2:41 -2:53 3:02 3:17 3:38 2:32 -2:48 2:58 3:12 -3:24 3:33 3:48 4:09 3:02 -3:18 3:28 3:42 -3:54 4:03 4:18 4:39 3:31 -3:47 3:58 4:11 -4:23 4:32 4:47 5:08 4:01 -4:17 4:28 4:41 -4:53 5:02 5:17 5:38 4:31 -4:47 4:58 5:11 -5:23 5:32 5:47 6:08 5:02 -5:18 5:28 5:40 -5:52 6:01 6:14 6:31 5:33 -5:49 5:58 6:09 -6:21 6:30 6:43 7:00 6:35 -6:49 6:58 7:09 -7:21 7:29 7:42 7:59 7:35 -7:49 7:58 8:09 -8:19 8:27 8:38 8:54 8:36 -8:49 8:58 9:08 -9:18 9:26 9:36 9:51 Trips operate when Sage Creek High School is open. Trip operates on school days in regular school year (not during summer school). El outobus opera cuondo esta obierto la Preparatoria de Sage Creek. El servicio opera en dfas escolares duronte el aiio escolar regular (no durante lo sesi6n escolar de verono). Guio de Posojeros del NORTH COUNTY TRANSIT DISTRICT I VALIDA desde el 12 de julio de/ 2020 131 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real See pg. 6 for Holiday schedules/Ver p6g. 236 para obtener las horarios de dfas festivos Monday · Friday Northbound to Oceanside Lunes a Viernes • Direcci6n hacia el norte a Oceanside El Camino El Comino El Comino College Bl. Plozo El Camino Mission Ave. Douglas Dr. Son Luis Encinitas Real & Real & Real & & Camino Real & El Camino & Rey Transit Station Leucadia Bl. Gateway Rd. Connon Rd. Connon Rd. Reol Station Real Vandegrift Bl. Center 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 5:45 5:56 6:06 6:15 -6:25 6:36 6:47 -7:030 6:10 6:22 6:32 6:45 -6:55 7:06 7:17 -7:33 -*6:46 *6:58 -*7: 13 - - - - - 6:35 6:48 7:00 7:13 -7:25 7:36 7:47 -8:03 7:06 7: 19 7:31 7:43 -7:55 8:06 8:17 -8:33 7:32 7:47 8:00 8: 11 -8:23 8:36 8:47 -9:03 -**7:47 **8:00 -**8: 12 -- --- 8:02 8:17 8:30 8:41 -8:53 9:06 9:17 -9:33 8:34 8:49 9:01 9: 12 -9:23 9:36 9:49 9:59 10:05 9:01 9:16 9:28 9:39 -9:50 10:03 10:14 -l 0:31 9:31 9:46 9:58 10:09 -10:20 10:33 10:44 -11:01 10:01 10: 17 10:29 10:40 -10:51 11 :04 11: 15 -11 :34 10:29 10:45 10:57 11 :08 -11: 19 11 :33 11 :44 -12:0Jp 10:59 11: 15 11 :27 11 :38 -11 :49 12:03 12:16 12:26 12:32 11 :30 11 :46 11 :58 12:10 -12:22 12:36 12:47 -1:06 12:00 12:16 12:28 12:40 -12:52 1:06 1 :17 -1:36 12:30 12:46 12:58 1 :10 -1:22 1:36 1:47 -2:08 12:57 1:13 1:25 1:38 -1:50 2:06 2:17 -2:38 1:25 1:42 1:55 2:08 -2:20 2:36 2:48 -3:09 1:54 2:11 2:24 2:38 -2:50 3:06 3:19 -3:40 2:19 2:37 2:52 3:06 -3:21 3:37 3:50 -4:11 2:47 3:05 3:20 3:35 -3:50 4:06 4:21 -4:42 3:16 3:35 3:50 4:05 -4:20 4:36 4:51 -5:12 3:45 4:04 4:19 4:34 -4:49 5:05 5:20 -5:41 4:16 4:34 4:49 5:06 -5:19 5:35 5:50 -6:10 4:47 5:05 5:20 5:37 -5:50 6:06 6:21 -6:41 5:15 5:34 5:48 6:03 -6:16 6:32 6:44 -7:03 5:48 6:05 6:19 6:33 -6:46 7:02 · 7:14 -7:33 6:26 6:42 6:55 7:08 -7:21 7:37 7:48 -8:06 • Operates Monday, Tuesday, Thursday, and Friday. Opera Lunes, Martes, Jueves y Viernes. •• Operates Wednesday only. Opera solamente los Miercoles. Trips operate when Sage Creek High School is open. Trip operates on school days in regular school year (not during summer school}. Los viajes operan cuando Sage Creek High School esta abierto. El viaje opera los dfos escolares durante el ano regular de closes (no durante el verano). 132 NORTH COUNTY TRANSIT DISTRICT Rider's Guide I EFFECTIVE July 12, 2020 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas vio El Camino Real See pg. 6 for Holiday schedules/Ver pag. 236 para obtener los horarios de dias festivos Monda/ -Friday Northboun to Oceanside Lunes a Viernes • Direcci6n hacia el norte a Oceanside El Camino El Camino El Camino College Bl. Plaza B Camino Missioo Ave. Oot.wJlos Dr. Son Luis Encinitas Real & Real & Real & & Camino Reel & El Camino & Rey Transit Station leucodio Bl. Gateway Rd. Connon Rd. Connon Rd. Real Station Real Vond8!1riftBI. Center 10 9 8 I 7 I 6 s I 4 I 3 I 2 I 1 ' 7:32 7:46 7:58 8:08 -8:18 8:31 8:42 -8:59 8:35 8:47 8:58 9:07 -9:17 9:30 9:41 -9:57 9:38 9:50 10:01 10:10 -10:20 10:31 10:42 -10:57 Gufo de Posoieros del NORTH COUNTY TRANSIT DISTRICT I VALIDA desde el 12 de julio de/ 2020 133 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real See pg. 6 for Holiday schedules/Ver pag. 236 para obtener los horarios de dias festivos Saturday Southbound to Encinitas Sabado • Direcci6n hacio el sur a Encinitas San Luis Rey Mission Ave. El Camino Plaza El Camino El Camino El Camino Transit & El Camino Real Camino Real & Real & Real & Encinitas Center Real Station Real Cannon Rd. Gateway Rd. Leucadia Bl. Station 1 I 3 I 4 I s I 7 I 8 I 9 I 10 5:05 5:18 5:28 5:45 5:56 6:04 6:16 6:3la 6:05 6: 18 6:28 6:45 6:56 7:05 7:17 7:35 7:04 7:18 7:28 7:45 7:56 8:05 8: 17 8:35 8:03 8: 18 8:28 8:45 8:56 9:05 9:17 9:35 9:03 9:18 9:28 9:45 9:56 10:05 10: 17 10:35 9:33 9:48 9:58 10: 15 10:26 10:35 10:47 11 :05 10:03 10: 18 10:28 10:45 10:56 11 :05 11: 17 11 :36 10:32 10:48 10:58 11: 15 11 :26 11 :35 11 :47 12:06p 11 :02 11: 18 11 :28 11 :45 11 :56 12:05 12:17 12:36 11 :32 11 :48 11 :58 12:15 12:26 12:35 12:47 1:06 12:02 12:18 12:28 12:45 12:56 1:05 1: 17 1:36 12:31 12:48 12:58 1: 15 1:26 1:35 1:47 2:06 1 :01 1: 18 1:28 1:45 1:56 2:05 2:17 2:36 1 :31 1:48 1:58 2:15 2:26 2:35 2:47 3:06 2:02 2:18 2:28 2:45 2:56 3:05 3:17 3:36 2:32 2:48 2:58 3:15 3:25 3:34 3:46 4:05 3:02 3:18 3:28 3:45 3:55 4:04 4:16 4:34 3:32 3:48 3:58 4:15 4:25 4:34 4:46 5:04 4:00 4:16 4:27 4:44 4:54 5:03 5:15 5:33 4:31 4:47 4:58 5:15 5:25 5:34 5:46 6:03 5:02 5:17 5:28 5:45 5:55 6:04 6:16 6:31 5:32 5:47 5:58 6:15 6:25 6:34 6:46 7:01 6:05 6:20 6:31 6:48 6:58 7:07 7:19 7:33 7:03 7:1 7 7:28 7:45 7:55 8:04 8:1 6 8:30 8:04 8:17 8:28 8:45 8:55 9:02 9:13 9:27 9:06 9:17 9:28 9:45 9:54 10:01 10:11 10:23 10:07 10:18 10:28 10:45 10:54 11 :01 11:11 11 :23 134 NORTH COUNTY TRANSIT DISTRICT Rider's Guide I EFFECTIVE July 12, 2020 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real See pg. 6 for Holiday schedules/Ver pag. 236 para obtener los horarios de dfas festivos Saturday Northbound to Oceanside Sabado • Direccion hacia el norte a Oceanside El Camino El Camino El Camino Plaza El Camino Mission Ave. Son Luis Rey Encinitas Real & Reol & Real & Camino Reol & El Camino Transit Station Leucadia Bl. Gateway Rd. Connon Rd. Real Station Real Center 10 9 8 ' I 3 I 7 I s I 4 1 I I 5:15 5:26 5:35 5:44 5:55 6:06 6:17 6:30a 6:15 6:26 6:35 6:44 6:55 7:06 7:17 7:30 7:13 7:25 7:35 7:44 7:55 8:06 8:17 8:32 8:.1 0 8:23 8:34 8:43 8:54 9:06 9:19 9:34 8:41 8:55 9:06 9:15 9:26 9:38 9:51 10:06 9:08 9:22 9:33 9:43 9:54 10:06 10: 19 10:34 9:37 9:52 10:03 10: 1 ;3 10:24 10:36 10:49 11 :04 10:07 10:22 10:33 10:43 10:54 11 :06 11: 19 11 :34 10:34 10:50 11:01 1 1 : 11 11 :22 11 :34 11 :47 12:04p 11 :03 11 : 19 11 :30 11 :40 1 ·1 :51 12:03 12:16 12:33 11 :35 11 :5 1 12:01 12:11 12:22 12:34 12:47 1:04 12:07 12:23 12:33 12:43 12:54 1:06 1:19 1:36 12:38 12:54 1:04 1: 14 1:25 1:37 1:50 2:07 1:06 1:22 1:32 1:42 1:54 2:06 2:19 2:36 1:35 1:51 2:01 2:11 2:24 2:36 2:49 3:06 2:03 2:19 2:29 2:39 2:52 3:06 3:19 3:36 2:32 2:48 2:59 3:09 3:22 3:36 3:49 4:06 3:02 3:18 3:29 3:39 3:52 4:06 4:19 4:36 3:34 3:50 4:01 4:11 4:24 4:38 4:51 5:08 4:02 4:18 4:29 4:39 4:52 5:06 5:19 5:36 4:34 4:50 5:01 5: 11 5:24 5:38 5:51 6:08 5:03 5:19 5:30 5:40 5:51 6:05 6:18 6:35 5:37 5:53 6:04 6:14 6:25 6:39 6:52 7:09 6:02 6:17 6:28 6:38 6:49 7:03 7:16 7:32 7:06 7:20 7:31 7:40 7:51 8:05 8:17 8:31 8:10 8:24 8:34 8:43 8:54 9:06 9:18 9:32 9:13 9:25 9:35 9:44 9:55 10:07 10:18 10:32 Gura de Posojeros del No'RTH COUNTY TRANSIT DISTRJCT I VALIDA desde el 12 de iulio de/ 2020 135 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinilas via El Camino Real See pg. 6 for Holiday schedules/Ver pag. 236 para obtener los horarios de dies festivos Sunday & Holidays Southbound to Encinitas Domingo y Dias Festivos • Direcci6n hacia el sur a Endnitas Son Luis Rey Mission Ave. El Camino Plaza El Camino El Camino El Camino Transit & El Camino Real Camino Real & Reol & Real & Encinitas Center Real Slolion Real Connon Rd. Gateway Rd. Leucadia Bl. Station 1 I 3 I 4 I s I 7 I 8 I 9 I 10 5:35 5:48 5:58 6:15 6:26 6:34 6:46 7:02a 6:35 6:48 6:58 7:15 7:26 7:35 7:47 8:05 7:34 7:48 7:58 8:15 8:26 8:35 8:47 9:05 8:33 8:48 8:58 9:15 9:26 9:35 9:47 10:05 9:33 9:48 9:58 10: 15 10:26 10:35 10:47 11 :05 10:32 10:48 10:58 11 : 15 11 :26 11 :35 11 :47 12:06p 11 :32 11 :48 11 :58 12:15 12:26 12:35 12:47 1:06 12:31 12:48 12:58 1: 15 1:26 1:35 · 1:47 2:06 1 :31 1:48 1:58 2:15 2:26 2:35 2:47 3:06 2:32 2:48 2:58 3:15 3:25 3:34 3:46 4:05 3:32 3:48 3:58 4:15 4:25 4:34 4:46 5:04 4:31 4:47 4:58 5:15 5:25 5:34 5:46 6:03 5:32 5:47 5:58 6:15 6:25 6:34 6:46 7:01 6:33 6:47 6:58 7:15 7:25 7:34 7:46 8:00 7:33 7:47 7:58 8:15 8:25 8:34 8:46 9:00 8:34 8:47 8:58 9:15 9:24 9:31 9:42 9:56 9:37 9:48 9:58 10:15 10:24 10:31 10:41 10:53 136 NORTH COUNTY TRANSIT DISTRICT Rider's Guide I EFFECTIVE July 12, 2020 3 09 I Oceanside to Encinitas via El Camino Real Oceanside a Encinitas via El Camino Real See pg. 6 for Holiday schedules/Ver pog. 236 para obtener los horarios de dfas festivos Sunday & Holidays Northbound to Oceanside Domingo y Dias Festivos • Direccion hacia el norte a Oceanside El Camino El Camino El Camino Plaza El Camino Mission Ave. Son Luis Rey Encinitas Real & Real & Real & Camino Real & El Camino Transit Station Leucadia Bl. Gateway Rd. Connon Rd. Real Station Reel Center 10 I 9 I 8 i 7 I s I 4 I 3 I 1 5:35 5:46 5:55 6:04 6:15 6:26 6:37 6:500 6:33 6:45 6:55 7:04 7:15 7:26 7:37 7:50 7:3 1 7:44 7:54 8:03 8:14 8:26 8:39 8:54 8:29 8:43 8:54 9:03 9:14 9:26 9:39 9:54 9:27 9:42 9:53 10:03 10:14 10:26 10:39 10:54 10:26 10:42 10:53 11 :03 11: 14 11 :26 11 :39 11 :56 11 :27 11 :43 11 :53 12:03 12:14 12:26 12:39 12:56p 12:27 12:43 12:53 1:03 1 :14 1:26 1:39 1:56 1:26 1:42 1:52 2:02 2:14 2:26 2:39 2:56 2:22 2:38 2:49 2:59 . 3:12 3:26 3:39 3:56 3:22 3:38 3:49 3:59 4:12 4:26 4:39 4:56 4:22 4:38 4:49 4:59 5:12 5:26 5:39 5:56 5:24 5:40 5:51 6:01 6:12 6:26 6:39 6:56 6:27 6:41 6:52 7:01 7:12 7:26 7:38 7:54 7:29 7:43 7:54 8:03 8:14 8:26 8:38 8:52 8:30 8:44 8:54 9:03 9:14 9:26 9:38 9:52 9:32 9:44 9:54 10:03 10:14 10:26 10:37 10:51 Gulo de Posojeros del NORTH COUNTY TRANSIT DISTRICT I VALIDA desde el 12 de iulio de/ 2020 137 3 2 3 I College Blvd. SPRINTER Station to Quarry Creek Estacion College Blvd. de SPRINTER via Quarry Creek M-F L-V Destinations /Destinos • Plaza Camino Real • Quarry Creek (Wolmort) • The Shoppes ot Carlsbad • Carlsbad High School • Sage Creek High School £' 5!.. • DMV • Salvation Army • Vista Community Clinic • Volley Middle School • VA Clinic OCEANSIDE Tar~~t •... s!~~~i • e • ® ~'{~\oge .. ·-.,, • '® '(._<::,f:.~~ Walmart $ ~ ~~' <31q~ \~ ;~~i.~ ~~ R~lphs . . VISTA 0sageCreek ,,--HS -Route 323/Ruto 323 -. BREEZE System/Sistema BREEZE Select Trips/Viojes Selectos COASTER/SPRINTER Street/Calle Q Time Point/Punta de Tiempo ® Stops/Parada; • Londmork/Punto de Referencia D Tron$fer/Transborrlo CARLSBAD 160 NORTH COUNTY TRANSIT DISTRICT Rider's Guide @ EFFECTIVE July 12, 2020 3 2 3 I College Blvd. SPRINTER Station to Quarry Creek Estacion College Blvd. de SPRINTER via Quarry Creek See pg. 6 for Holiday schedules/Ver p6g. 236 para obtener los horarios de dfas festivos Monday -Friday Southbound to Quarry Creek/Plaza Camino Real Lunes a Viernes • Oirecci6n hacia el sur a Quarry Creek/Plaza Camino Real Carlsbad Plaza Chestnut Ave. Village Or. Camino Real & & Santo Clora Transit Monroe St. Woy Center ( Cortsbod HS) 5:56 . 6:02 6:10 *6:08 *6:16 *6:33 *6:47 *6:59 *7: 15a **6:16 **6:24 **6:41 **6:55 **7:07 6:56 7:02 7:10 **7:09 **7: 18 **7:34 **7:48 **8:00 **8:15 7:56 8:02 8:10 8:56 9:02 9:12 9:56 10:02 l 0: 12 10:56 11 :02 11 : 12 - 11 :56 12:02 12:12p 12:56 1:03 1: 13 1:56 2:03 2:13 2:56 3:03 3:13 3:54 4:01 4:11 4:54 5:01 5:11 5:56 6:03 6:12 • Operates Monday, Tuesday, Thursday, and Friday arriving at Carlsbad High School at 6:59 a.m. and Sage Creek High School at 7: 15 a.m. Opera Lunes, Martes, Jueves y Viernes llegando a Carlsbad High School a las 6:59 a.m. ya Sage Creek High School a las 7: 15 a.m. •• Operates Wednesday only. Opera solamente los Miercoles. Route 323 does not operate on Saturdays, Sundays, or holidays. La Ruta 323 no opera los sabados, domingos o en dfas festivos. # Board southbound Route 323 buses on south side of Oceanside Blvd. by Panda Express. Subir a bordo de los autobuses de la Ruta 323, direccion hacia el sur, en el !ado sur de Oceanside Blvd. cerca de Panda Express. Trips operate only when high schools are open. Trip operates on school days in regular school year (not during summer school). Los viajes operan solamente cuando las escuelas estan abiertas. El viaje opera los dfas escolares durante el ano regular de closes (no durante el verano). Guio de Pasojeros del NORTH COUN1Y TRANSIT DISTRICT I VALIDA desde e/ 12 de julio de/ 2020 161 3 2 3 I College Blvd. SPRINTER Station to Quarry Creek Estacion College Blvd. de SPRINTER via Quarry Creek See pg. 6 for Holiday schedules/Ver p6g. 236 para obtener los horarios de dfas festivos Monday -Friday Northbound to Colle~e Blvd. SPRINTER Station Lunes a Viernes • Direcci6n hacia e norte a College Blvd. Estacion de SPRINTER Chestnut Carlsbad Ave. & Village Dr. Monroe St. · & (Carlsbad Santa HS) Clara Way 5:13 5:23 5:34 6:13 6:23 6:34 7:13 7:23 7:34 8:13 8:23 8:34 9:13 9:23 9:34 l 0: 13 10:23 10:34 11: 13 11 :23 11 :34 12:14 12:24 12:34 1 :14 1:24 1:34 2:14 2:24 2:35 3:14 3:24 3:35 2:45 2:56 3:06 3:15 3:34 3:45 4:12 4:22 4 :34 5:13 5:23 5:35 Route 323 does not operate on Saturdays, Sundays, or holidays. La Ruta 323 no opera los s6bados, domingos o en dfas festivos. 5:37 6:37 7:37 8:37 9:37 10:37 11 :37 12:37 1:37 2:38 3:38 3:48 4:37 5:38 5:47a 6:47 7:47 8:47 9:47 10:47 11 :47 12:47p 1:47 2:48 3:48 3:58 4:48 5:48 # Board northbound Route 323 buses on the north side of Oceanside Blvd. by KFC. Subir a bordo de los autobuses de la Ruta 323, direcci6n hacia el norte, en el lado norle de Oceanside Blvd. cerca de KFC. Trips operate only when high schools are open. Trip operates on school days in regular school year {not during summer school). · Los viajes operan solamente cuando las escuelas est6n abiertas. El viaje opera los dias escolares durante el afio regular de closes (no durante el verano). 162 NORTH COUNTY TRANSIT DISTRICT Rider's Guide I EFFECTIVE July 12, 2020 LINSCOTT, I.Aw & GREENSPAN, engineers APPENDIXE ITE TRIP GENERATION RATES LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANK] 8/28/2020 https://itetiipgen.org/PrintGraph.htm?code=252&ivlabel=UNITS252&timeperiod=AWDVTE&x=&edition=385&IocationCode=General Urba ... Senior Adult Housing -Attached (252) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. Num. of Dwelling Units: 81 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 3.70 2.59 -4.79 Data Plot and Equation "' 'O C: w Cl. ~ II I- 1,200 1,000 800 600 400 200 X 50 X Study Site X 100 150 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: T = 4.02(X) -25.37 200 Trip Gen Manual, 10th Edition • Institute of Transportation Engineers 0.53 X 250 Average Rate R'= 0.99 300 https://itetripgen.org/PrintGraph.htm?code=252&ivlabel=UNITS252&timeperiod=AWDVTE&x=&edition=385&IocationCode=General Urban/Suburban&... 1/1 8/28/2020 https://itetripgen.org/PrintGraph.htm?code=252&ivlabel=UNITS252&timeperiod=TASIDE&x=&edition=385&IocationCode=General Urban/ ... Senior Adult Housing -Attached (252) Vehicle Trip Ends vs: Ona: Setting/Location: Number of Studies: Avg. Num. of Dwelling Units: Directional Distribution: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. General Urban/Suburban 11 148 35% entering, 65% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates 0.20 0.06 - 0.27 Data Plot and Equation 200 150 <I) cl C: w a. ~ II I- 100 50 X X X xx ~xx X 00 200 400 X = Number of Dwelling Units X Study Site ---- Fitted Curve Fitted Curve Equation: T = 0.20(X) -0.18 Standard Deviation 0.05 600 Average Rate R'= 0.98 Trip Gen Manual, 10th Edition • Institute of Transportation Engineers X https://itettipgen.org/PrintGraph.htm?code=252&ivlabel=UNITS252&timeperiod=TASIDE&x=&edition=385&IocationCode=General Urban/Suburban&c... 1/1 8/28/2020 https://itetripgen.org/PrintGraph.htm?code=252&ivlabel=UNITS252&timeperiod=TPSIDE&x=&edition=385&1ocationCode=General Urban ... Senior Adult Housing -Attached (252) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. Num. of Dwelling Units: Directional Distribution: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 11 148 55% entering, 45% exiting Vehicle Trip Generation per Dwelling Unit Average Rate 0.26 Data Plot and Equation 200 150 "' "C C: w C. ~ II I- 100 50 X X X X X Study Site 200 Range of Rates 0.08 -0.43 X 400 X = Number of Dwelling Units Fitted Curve Fitted Curve Equation: T = 0.24(X) + 2.26 Standard D_eviation 0.08 600 Average Rate R2= 0.96 Trip Gen Manual, 10th Edition • lnstitute·ofTransportation Engineers X https://itetripgen.org/PrintGraph.htm?code=252&iv1abel=UNITS252&timeperiod=TPSIDE&x=&edition=385&locationCode=General Urban/Suburban&c... 1/1 [THIS PAGE INTENTIONALLY LEFT BLANK] LINSCOTT, LAW & GREENSPAN, engineers APPENDIXF CUMULATIVE PROJECT TRAFFIC VOLUMES & INFORMATION LLG Ref. 3-16-2608 Marja Acres (THIS PAGE INTENTIONALLY LEFT BLANK] 0 ® ~ '-14/28 N---50/71 --a, JT~ ,r-26/37 El Camino Real 1/4-" I (' 75/161-38/88-~ N<O _..,. ..: --~ ~ " E "" @ Study Intersections AM, PM ..=: AM / PM Intersection , Peak Hour Volumes AM/ PM Peak Hour Segment Volumes I N:12608\Figures Date: 01/16/19 ® -90/135 ,r-7/10 -98/146 El Camino Real El Camino R&al 'l (' 81/174-:: ~ .. c-c5 (0 .! j l ,, 179 / 320 0 ® il1 ® ,.._ J ;;,;;,;:; 0 "" -a, ;;::'-117 /268 --N '-1 /4 N• 1<l---98/146 a,--6/12 N..,. -61/141 ) ~ ) l ~ El Camino Real El Camino Real El Camino Real 81 /174-72/165-" 24/35-" " I 9/9-80/112-O>N !ill "'-~ ;:;..-1.' 57 /79, g ..,. 0 l J () Figure A Robertson Ranch Cumulative Project Traffic Volumes MARJA ACRES Robertson Ranch Calavera Hills II, LLC OUrban Systems Associates, Inc. September l, 2005 TABLE4-1 Project Trip Generation With School AM PEAK HOUR PM PEAK HOUR PA Use Amou11t Rate ADT % # Split In Out % # Split In Access From El Camino Real. & Tamarack Avenue 1 Multi-Family 27 DU 8 /DU 216 8 17 2 8 3 14 10 22 17 : 3 15 2 RV Storage 2.3 AC 30 /AC 69 6 4 5 5 2 2 9 6 5 : 5 3 3 Single Family 82 DU 10 /DU 820 8 66 3 7 20 46 10 82 17 : 3 57 4 Community Recreation 1.0 AC 50 /AC 50 13 7 5 5 3 4 9 5 15 : 5 3 5 Single Family 25 DU 10 /DU 250 8 20 3 7 6 14 10 25 17 : 3 18 6 Single Family 61 DU 10 /DU . 610 8 49 3 7 15 34 lO 61 17 : 3 43 7 Multi-Family 201 DU 6 /DU 1,206 8 96 2 8 19 77 9 109 17 : 3 76 8 Multi-Family 195 DU 6 /DU 1,170 8 94 2 8 19 75 9 105 r, : 3 74 9 Single Family 45 DU 10 /DU 450 8 36 3 7 11 25 10 45 r, : 3 32 10 Single Family 55 DU 10 /DU 550 8 44 3 7 13 31 10 55 17 : 3 39 11• Comm. Commercial 8,0 AC 700 /AC 5,600 4 224 6 : 4 134 90 10 560 15 5 280 I I 1 Community Facilities 5.0 AC 50 /AC 250 13 33 5 5 16 17 9 23 15 5 12 Subtotal 11,241 690 261 429 l,098 652 Access From Cannon Road 12 Park 13.5 AC 50 /AC 675 13 88 5 5 44 44 9 61 5 : 5 31 13 School 6.7 AC 90 /AC 603 32 193 6 4 116 77 9 54 ~ : 6 21 14 School 3.3 AC 90 !AC 297 32 95 6 4 57 38 9 27 i 6 11 15 Multi-Family 71 DU 6 /DU 426 8 34 2 8 7 27 9 38 17 : 3 27 16 Single Family 100 DU 10 /DU 1,000 8 80 3 7 24 56 lO 100 17 : 3 70 17 Single Family 110 DU 10 /DU 1,100 8 88 3 7 26 62 10 110 17 : 3 77 18 Single Family 100 DU 10 /DU 1,000 8 80 3 7 24 56 10 100 17 : 3 70 19 Community Recreation 1.6 AC 50 /AC 80 13 10 5 5 5 5 9 7 5 : 5 4 21 Courtyard Homes 84 DU 8 /DU 672 8 54 2 8 11 43 10 67 7 : 3 47 22 Courtyard Homes 20 DU 8 /DU 160 8 13 2 8 3 10 10 16 17 : 3 11 Subtotal 6,013 735 317 418 580 364 Total 17,254 1,425 578 847 1,678 1,021 1 = Planning Area 11 is designated for dua] use with a minimum of 5.0 acres of community facilities. 3/0/-Tab4-l.wpd 003101 4-3 3101-Report_A.wpd Out 6 3 25 2 8 18 33 31 13 16 280 11 446 30 33 16 11 30 33 30 3 20 5 211 657 Robertson Ranch Calavera Hills IL LLC ©Urban Systems Associates, Inc. September I, 2005 TABLE4-2 Project Trip Generation Without School AM PEAK HOUR PM PEAK HOUR PA Use Amount Rate ADT % # Split In Out % # Split In Access From El Camino Real & Tamarack Avenue 1 Multi-Family 27 DU 8 /DU 216 8 17 2 8 3 14 IO 22 r, 3 15 2 RV Storage 2.3 AC 30 /AC 69 6 4 5 5 2 2 9 6 ~ 5 3 3 Single Family 82 DU 10 /DU 820 8 . 66 3 : 7 20 46 IO 821"7 3 57 4 Community Recreation 1.0 AC 50 /AC 50 13 7 5 : 5 3 4 9 5 15 5 3 5 Single Family 25 DU 10 /DU 250 8 20 3 7 6 14 10· 25 r, 3 18 6 Single Family 61 DU 10 /DU 610 8 49 3 7 15 34 IO 61 r, 3 43 7 Multi-Family 201 DU 6 /DU . 1,206 8 96 2 8 19 77 9 109 r 3 76 8 Multi-Family 195 DU 6 /DU 1,170 8 94 2 8 19 75 9 105 7 3 74 9 Single Family 45 DU IO /DU 450 8 36 3 7 II 25 10 45 7 : 3 32 10 Single Family 55 DU 10 /DU 550 8 44 3 7 13 31 10 55 7 3 39 11 I Comm. Commercial 8.0 AC 700 /AC 5,600 4 224 6 4 134 90 IO 560 5 : 5 280 111 Community Facilities 5.0 AC 50 /AC 250 13 33 5 5 16 17 9 23) 5 12 Subtotal 11,241 690 261 429 1,098 652 Access From Cannon Road 12 Park 13.5 AC 50 -/AC 675 13 88 5 : 5 44 44 9 61 5 : 5 31 13 Multi-Family 138 DU 6 /DU 828 8 66 2 8 13 53 9 75 7 : 3 53 14 Multi-Family 69 DU 6 /DU 414 8 33 2 8 7 26 9 37 7 : 3 26 15 Multi-Family 71 DU 6 /DU 426 8 34 2 8 7 27 9 ·38 7 : 3 27 16 Single Family 100 DU 10 /DU 1,000 8 80 3 7 24 56 10 100 7 : 3 70 17 Single Family I ID DU IO /DU 1,100 8 88 3 7 26 62 IO 110 7 : 3 77 18 Single Family 100 DU 10 /DU 1,000 8 80 3 7 24 56 10 100 7 : 3 70 19 Community Recreation 1.6 AC 50 !AC 80 13 10 5 5 5 5 9 7 5 : 5 4 21 Courtyard Homes 84 DU 8 /DU 672 8 54 2 8 11 43 JO 67 17 : 3 47 22 Courtyard Homes 20 DU 8 /DU 160 8 13 2 8 3 IO 10 16 7 : 3 11 Subtotal 6,355 546 164 382 603 411 Total 17,596 1,236 425 811 1,701 1,063 1 = Planning Area 11 is designated for dual use with a minimum of 5.0 acres of community facilities. 310 J-Tab4-2. wpd 003101 4-4 3101-Report_A.wpd Out 6 3 25 2 8 18 33 31 13 16 280 11 446 30 22 11 11 30 33 30 3 20 5 192 638 TABLE 3 TRIP GENERATION REDUCTIONS OTHER AREAS WITHIN ZONE 15 Cantarini Project -Carlsbad ZONE 15, LFMPA (for the terraces): 2 & 29 -SFDU 379 DU 3,790 4 & 12 -SFDU 443 DU 4,430 12 • SFDU 134 DU 1,340 23 -SFDU 159 DU 1,590 PREVIOUSLY ASSUMED TOTAL 11 ,150 EXPECTED DEVELOPMENT: 2 & 29 -Open Space 0 4 & 12 -(1) 0 12 • SFDU 43DU 23 SFDU 159 DU CURRENT ANTICIPATED TOTAL DU = SFDU = Dwelling Units Single Family Dwelling Units I (1) Included with the proposed Cantarini project. 520 1,590 2,110 -9- 90 105 30 40 265 10 40 50 210 265 115 250 310 135 75 95 40 90 110 50 625 780 340 30 35 15 90 110 50 120 145 65 TABLE 1 TRIP GENERATION Holly Springs Project -Carlsbad TRIP GENERATION RA TES <1J (Applied to the· Proposed Holly Springs Project): Residential -Single Family per DU 12.0 0.29 0.67 TRIP ENDS GENERA TED: -+-Previously Assumed Land Uses 121: -Single Family {RLM-2) 443 DU <2> 4,430 105 250 -Sincile Family (RLM-2A) 134 DU <2> 1,340 30 75 TOT AL -Previous Plan 5,770 135 325 + Proposed Project -Holly Springs: -Sinale Familv 43 OU <3> 520 10 30 ror AL -Current Project I 520 10 30 = · Dwelling Units 0.84 310 95 405 35 35 DU (1) (2) (3) San Diego Traffic Generators; San Diego Association of Governments (SANDAG); updated July 1998. Referenced from the Zone 15, LFMPA (for the terraces). The 43 single family dwelling units (SFDU) consist of 39 SFDU and 4 future single family lots. -6- 0.36 135 40 175 15 15 !.£GENO XX%---Inbound Distribution shown XX%--Outbound Distribution shown ~ -Regional Trip Distribution @) -Local Capture PALOMAR AIRPORT RD REV. 07/06/2011 N:\ 1636\2011 WORK\FIGURES\U.G1636 f'lGURE 8-2.DWG LINSCOTT LAW & GREENSPAN engineers NORTH 0 NOTTO SCALE Figure 8-2 Project Traffic Distribution (With Cannon Road Extension) Dos COLINAS © EL CAMINO REALI TAMARACK AVENUE "' ~ ! ,0;1 ) t 1/2, "'"' ~-;::-. ® FARADAY AVENUE/ CANNON ROAD ' C. -4/4 2/5-; ' 0 ® EL CAMINO REALI CANNON ROAD "' $ ' ,1 J/7", ~~ "'"' COLLEGE BOULEVARD/ fARAOAY AVENUE REV. 07/06/2011 N:\1636\2011 WORK\FIGURES\LLG1636 FIGURE ·a-4.DWG LINSCOTT LAW & GREENSPAN NOTES: -ADT (Average Daily Traffic) shown midblack -AM/PM peak hour volumes are shown al the intersections & midblock ® EL CAMINO REAL/ © EL CAMINO REALI ® EL CAMINO REAL/ COLLEGE BOULEVARD f ARADAY AVENUE P ALDMAR AIRPORT ROAD "' _"',.. ... "' i '-._ 1¾1J ''' '---J/6 ~~ '---1/J -s 6 -"'"' \.,.. ,1J/11 .) 'I.. 'I.. 4/9-; 1/1...) 1 CD $ "' ' ' CD "' ® COLLEGE AVENUE/ ® COLLEGE BOULEVARD/ ® COLLEGE BOULEVARD/ 8 PALOMAR AIRPORT ROAD PROJECT DWY NORTH/ PROJECT DWY SOUTH/ CANTARINI PROJECT DWY CANTARINI PROJECT DWY "' ' ' "' -..I I.. '-._ 1/1 2/4...) 1 ' 0 800 -s/12 9/8- 5/5...) 14/15", PROJECT DRIVEWAY/ SUNNY CREEK ROAD 4/15...) COLLEGE BOULEVARD/ CANNON ROAD ,J/7 NORTH 0 NOTTO SCALE -Intersection names: Narth-Saulh/East-Wesl Figure 8-4 Project Traffic Volumes (With Cannon Road Extension) engineer5 Dos COLINAS [THIS PAGE INTENTIONALLY LEFT BLANK] INTERSECTION DIRECTION Aura Circle Robertson Ranch PA-1 & 2 Robertson Ranch PA-7 & 8 Robertson Ranch PA•9 & 10 Ram I Rom I Tam I Tom Lam'I Lftm Ram I Rnm I Tam I Tnm Lam I Lnm Ram I Rnm I Tam I Tom 'Lim 17:iim Ram I Rom I Tam I Tom Lam 1Lom Sb 3 2 2 1 9 5 --- -1 5 . . -. 1 2 1 El Camino Real I Wb 1 1 1 0 3 10 . . . . 5 2 21 9 11 5 1 1 6 3 3 2 Tamarack Ave Nb 0 1 . -1 2 . . 3 11 . . . . 1 4 -. . . Eb 1 2 --. . 1 4 . -5 21 -. . . 2 7 . . Sb -. .• . . . . ----. . . . ---. 2 El Camino Real I Wb 1 3 . . 3 10 . . --37 16 3 1 --10 5 1 . Kelly Dr Nb 3 2 2 1 . --. . 1 1 3 . . . . . 1 . . . . Eb 1 3 --8 5 . . . . 9 37 -. . . 4 13 . -Sb . . . -. -. . . . . -. --. -. 3 El Camino Real / Wb 1 3 -. 3 10 . -. . 40 17 . -. -11 6 . -Driveway A Nb . . - --. --. -. -. -. . -Eb 3 2 . -8 5 . . . . 10 40 ----5 14 . -Sb -. . . . . . -----. -. . --4 El Camino Real I Wb 1 3 . -3 10 . . . . 40 17 -. . . 11 6 --Driveway B Nb . - --. . . . . . . . -. --. -Eb 3 2 --8 5 . . . . 10 40 . . . . 5 14 . . Sb . . . . . . 40 17 . . 66 28 11 6 -. 17 9 5 El Camino Real / Lisa Wb 1 3 . . 3 10 . . 17 65 -. . . 7 22 -. . . St Nb . . . . - -. . ---. . . . . . -Eb 3 2 -. 8 5 --. . . -10 40 . -. -5 14 Sb ---. - -2 9 . . - -1 3 -. - -6 El Camino Real/ Wb 1 2 --2 6 . -. . 8 33 . -. . 4 11 - -Cannon Rd Nb 0 1 . . -. 1 4 --. . 6 23 . . . . 3 8 Eb 1 1 2 1 4 2 5 3 --23 10 33 14 10 4 6 3 9 5 3 1 Robertson Ranch PA-11 Robertson Ranch PA-22 Encinas Creek Dos Collnas INTERSECTION w/ College Blvd Only wl College Blvd Only Ram Rm Tam Tm Ram Rm Tam Tm Lam Ram Rm Tam Tm Lam m Tam Tm Lam 0 1 1 El Camino Real I 5 15 21 58 2 10 5 5 2 7 6 2 2 Tamarack Ave 15 29 0 2 5 2 30 58 2 2 11 4 9 . . . . . . 2 El Camino Real I . . 37 102 3 9 3 :1 15 ,:i 2 1 9 8 Kelly Dr 5 9 . . . . 1 3 12, . . 53 102 . . 1 4 5 . . . . . . 81 3 El Camino Real I . . 41 111 -. 3 2 17 9 8 Driveway A . . . -. . . 57 111 . . 1 4 4 191 5 12 . . . . . . 4 El Camino Real I . . 41 111 . . 3 :1 17 8 9 8 Driveway B -. . . . -121 . . 57 111 . . 1 4 19 5 41 111 . -66 180 al 5 El Camino Real I Lisa 93 181 --~ . . 3 2 17 8 9 St . . . . . -121 -. . . 57 111 1 4 4 19 5 14 26 . -. . 3 2 2 1 I 4 2 al 6 El Camino Real / . . 47 91 . . 1 4 17 8 7 3 9 5 4 Cannon Rd . . -. 33 64 1 2 2 8 3 7 24 64 33 90 10 26 1 4 4 19 5 12 INTERSECTION 1 El Camino Real / Tamarack Ave 2 El Camino Real/ Kelly Dr 3 El Camino Real/ Driveway A 4 El Camino Real/ Driveway B 6 El Camino Real/ Cannon Rd Holly Springs -wt College Bled Only Ram I Rom I Tam I Tom I Lam IL.nm 0 1 1 4 4 1 6 2 6 2 6 2 6 2 6 2 2 sl 3 7 3 7 31 7 3 7 ,3 7 0 0 1 1 3 2 Cantarini Ranch • w/ College Blvd Only Ram I Rnm I Tam I Tnm Lam· 1 Lnm 1 1 2 5 4 15 15 6 21 8 21 8 21 8 21 8 21 8 0 1 8 4 2 19 "I 26 11 26 11 26 :I 11 12 7 26 [THIS PAGE INTENTIONALLY LEFT BlANK) LINSCOTT, LAW & GREENSPAN, engineers APPENDIX G MM LOS RESULTS LLG Ref. 3-16-2608 Marja Acres [THIS PAGE INTENTIONALLY LEFT BLANKj (City of Carlsbad ROADWA ~ INFO . . . . . •• • 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: morning and afternoon commute periods? On weekends, are the headways no more than 1 hour headways between 9 airi-5 pm? • Is area governed by an adopted TOM ordinance that will · promote ridesharing and/or the use of non-auto modes? • • El Camino Real Kelly Dr Proj Site Arterial EB SCORE I LOS 82 I B EB 0 Bench 0 Trash cans 0 Covered Bus Stop 0 Well-lit Stops □ Stop located within a block oF commercial users Yes No Yes No <= 1/4 mile walk to bus only None present 30 minutes No Yes No No No WB SCORE I LOS 87 I B W B 0 Bench 0 Trash cans 0 Covered Bus Stop D Well-lit Stops 0 □ Stop located within a block of commercial users Yes No Yes No <= 1/4 mile walk to bus only None present 30 minutes No Yes No No No • lndfcates an essential feature that strongly supports and promotes the goals ldentifed in the Gimate Action Plan (CAP). -.._:__ Project: Marja Acres Segment: El Camino Real From Kelly Dr To Proj Site Scenario: All Scenarios By· LLG ,■-:TaT..f i~r!-if', • 1,:1a11 : U\YJl(t'J •• l.._..,;.-;.;.l~◄f:1 ... - ~ 00] r:t.ffift'I 7 -..... : . , Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment 50 (rail/bus) 30 No greater than 1/4 mile walk to the nearest transit stop 30 (bus) 30 (rail/bus) 0 No greater than 1/2 mile walk to the nearest transit stop 20 fbusl Access No greater than 1 mile bicycle ride to the nearest transit stop 5 0 ADA compliant sidewalk or path to transit stops in both 15 15 directions Multiple transit routes stop on segment 10 0 Route provides a direct link to a COASTER station or mobility - 15 15 Connectivity hub ' Route provides for a single transfer to reach a COASTER station or mobility hub 5 0 Transit priority Dedicated right of way 5 0 Transit priority during peak hours 5 0 Headways of-15 minutes between 6:30-8:30 am and 4-6 pm 15 0 on weekdays - Headways of 30 minutes between 6:30-8:30 am and 4--6 pm 5 s on weekdays Headways of 1 hour between 6:30-8:30 am and 4-6 pm on Service weekdays 2 0 Commute shuttle service provided during the morning and 10 0 afternoon commute periods No more than 1 hour headways between 9 am and 5 pm on weekends 5 5 Covered bus stops 5 0 Bench 10 r 10 Amenities Well-lit stop that provides a sense of security 5 0 Trash cans 2 2 Bus stop located within a block of commercial services 5 0 Bicycle Bike parking available at the bus stop 5 0 Accommodations Bus stop within 1/4 mile of a bike repair shop 5 0 No Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment Area governed by an adopted TDM ordinance that wiil 60 0 Available Mobility promote ridesharing and/or the use of non-auto modes Services On demand rideshare services available 60 0 Segment within FLEX service area 60 0 Total Score: 82 Transit LOS: B Th.'1:] --,,.,., : . .. 30 0 I 0 15 0 15 0 ' 0 0 0 =j s ' 0 ,'. 0 5 s 10 . 0 2 - 0 0 0 0 0 0 87 B (City of Carlsbad ROADWA ~INF0 MMLOS score not required for this mode based on street typology selected. Street Typology from Mobility Element •• l RANSIT • 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: morning and afternoon commute periods? On weekends, are the headways no more than 1 hour headways between 9 am-S pm? ls there bike parking available at the bus stop? -=~~-=====l ls the bus stop within 1/4 mile of a bike repair shop? • Is area governed by an adopted TDM ordinance that will promote ridesharing and/or the use of non-auto modes? • • El Camino Real Project Site West Ranch Road Arterial Connector 29,790 EB SCORE I LOS 82 I B EB 0 Bench 0 Trash Cans D Covered Bus Stop D Well-lit Stops □ Stop located within a block of commercial users Yes No Yes No <= 1/4 mile w alk to bus only None present 30 minutes No Yes No No No WB SCORE I LOS 87 I B WB 0 Bench 0 Trash Cans 0 Covered Bus Stop □ Well-lit Stops D Stop located within a block of commercial users Yes No Yes No <= 1/4 mile walk to bus only None present 30 minutes No Yes No No No • Indicates an essentlol feature that strongly supports and promotes the goals /dentlfed In the Climate Action Plan (CAP). Project: Marja Acres Segment: El Camino Real From Project Site To West Ranch Road Scenario: ____________________________________________ _ By: "1■r.l■L~I!• •. , ... 11;-ihTJh,TII■• .. ---.. 1•••"11r:■ l!:] ~ L ~_-] J:l:!rn.,i 1:l:11it1. -":';-.;a:.-; ,-.._y ... -,,.. : .. Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment SO (rail/bus) 30 30 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 lbusl 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 15 15 directions Multiple transit routes stop on segment 10 0 0 Route provides a direct link to a COASTER station or mobility 15 15 15 Connectivity hub - Route provides for a single transfer to reach a COASTER 5 0 0 station or mobility hub Transit priority Dedicated right of way ~ ~ 5 0 0 Transit priority during oeak 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 5 5 5 on weekdays Service Headways of 1 hour between 6:30-8:30 am and 4-6 pm on 2 0 0 weekdavs Commute shuttle service provided during the morning and 10 0 0 afternoon commute periods No more than 1 hour headways between 9 am and 5 pm on 5 5 5 weekends Covered bus stops 5 0 5 Bench 10 10 10 Amenities Well-lit stop that provides a sense of security 5 0 0 Trash cans 2 2 2 Bus stop located within a block of commercial services 5 0 0 Bicycle Bike parking available at the bus stop 5 0 0 Accommodotlons 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 TOM ordinance that will 60 0 0 Available Mobility promote ridesharing and/or the use of non-auto modes Services On demand rideshare services available 60 0 0 Segment within FLEX service area 60 0 0 Total Score: 82 87 Transit LOS: B B (City of Carlsbad ROADWAY! INF@ May require improvements and upgrades to fully support CAP goals! • Transit stop amenities available: 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? • • El Camino Real Tamarack Ave Proj Site Arterial 29,790 EB SCORE I LOS OI F 0 Bench O Trash Cans D Covered Bus Stop · 0 Well-lit Stops □ Stop located within a block of commercial users Yes No Yes No <= 1/4 mile walk to bus only None present 30 minutes No Yes No No No WB SCORE I LOS 77 I C WB 0 Bench 0 Trash cans D Covered Bus Stop 0 Well-lit Stops 0 D Stop located within a block of commercial users Yes No Yes No 1/4 to 1/2 mile walk to bus only None present 30 minutes No Yes No No No • Indicates an essential feature that strongly supports and promotes the goals identl/ed in the a/mate Action Plan {CAP}. Project: Marja Acres Segment: El Camino Real From Tamarack Ave To Proj Site Scenario: _E_x_ist_i--'ng"------------------------------------------ By· LLG -. ----1~1:tr. ~'!I ... _.-.,-y., 1~e1...11111-. '" 00] WJ.;} ~ ~ --;--·~· : -, ,.,, : Transit Stop l ocated Within 1/2 Mile Walk from Subject Site or Roadway Segment SO (rail/bus) 30 0 No greater than 1/4 mile walk to the nearest transit stop 30 (bus) 30 (rail/bus) 0 20 Access No greater than 1/2 mile walk to the nearest transit stop 20 (bus) No greater than 1 mile bicycle ride to the nearest transit stop s 0 0 ADA compliant sidewalk or path to transit stops in both directions 15 15 15 Multiple transit routes stop on segment 10 0 0 Route provides a direct link to a COASTER station or mobility r 15 15 15 Connectivity hub Route provides for a single tra_nsfer to reach a COASTER 5 station or mobility hub 0 0 Transit priority Dedicated right of way --s 0 0 Transit priority during peak hours s 0 0 Headways of-15 minutes between 6:30-8:30 am and 4-6 pm ~ 15 0 0 on weekdays ~ J Headways of 30 minutes between 6:30-8:30 am and 4-6 pm on weekdays s s s Service Headways of 1 hour between 6:30-8:30 am and 4-6 pm on 2 0 0 weekdays C 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 weekends 5 s s l Covered bus stops s 0 0 Bench 10 0 10 Amenities Well-lit stop that provides a sense of security s 0 5 Trash cans 2 0 2 Bus stop located within a block of commercial services s 0 0 Bicycle Bike parking available at the bus stop s 0 0 Accommodations · Bus stop within 1/4 mile of a bike repair shop s 0 0 No Transit Stop Located Within 1/2 Mile Walk from Subject Site or Roadway Segment Area governed by an adopted TOM ordinance that will Available Mobility promote ridesharing and/or the use of non-auto modes 60 0 0 Services On demand rideshare services available 60 0 0 Segment within FLEX service area 60 0 0 Total Score: 70 77 Transit LOS: C C (City of Carlsbad ROADWAY INE0 . . . : .. •• TRANSIT • Transit stop amenities available: Do multiple transit routes stop on the study segment? Do any of the routes provide a direct link to a COASTER 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 * Is area governed by an adopted TDM ordinance that will promote ridesharing and/or the use of non-auto modes? • • El Camino Real Tamarack Ave Proj Site Arterial 29,790 EB SCORE I LOS 82 I B EB 0 Bench 0 Trash Cans 0 Covered Bus Stop 0 Well-lit Stops □ Stop located within a block of commercial users Yes No Yes No <= 1/4 mile walk to bus only None present 30 minutes No Yes No No No WB SCORE I LOS 77 I c WB 0 Bench 0 Trash cans 0 Covered Bus Stop 0 Well-lit Stops O Stop located within a block of commercial users Yes No Yes No 1/4 to 1/2 mile walk to bus only None present 30 minutes No Yes No No No • Indicates an essential feature that strongly supports and promotes the goals ldentifed In the Climate Action Pion (CAP}. Project: Marja Acres Segment: El Camino Real From Tamarack Ave To Proj Site Scenario: With Improvements By: LLG I■ • ,ill:1i,1! .. . 1•111:IH'Hl•Jl·I•-.~•• 1:.,ar;1 - ~ Wl ra:mn.; --.... : .. Transit Stop Located Within 1/Z Mile Walk from Subject Site or Roadway Segment SO (rail/bus) 30 No greater than 1/4 mile walk to the nearest transit stop 30 (bus) 30 (rail/bus) 0 No greater than 1/2 mile walk to the nearest transit stop 20 (busl Access No greater than 1 mile bicycle ride to the nearest transit stop 5 0 ADA compliant sidewalk or path to transit stops In both 15 15 directions Multiple transit routes stop on segment 10 0 Route provides a direct link to a COASTER station or mobility Connectivity hub 15 15 Route provides for a single transfer to reach a COASTER 5 0 station or mobility hub Dedicated right of way 5 0 . Transit priority Transit prloritv during peak hours 5 0 Headways of-15 minutes between 6:30-8:30 am and 4-6 pm 15 0 on weekdays Headways of 30 minutes between 6:30-8:30 am and 4-6 pm 5 5 on weekdays Service Headways of 1 hour between 6:30-S:30 am and 4-6 pm on weekdays 2 0 Commute shuttle service provided during the morning and 10 0 afternoon commute periods No more than 1 hour headways between 9 am and 5 pm on 5 5 weekends Covered bus stops 5 0 Bench 10 10 Amenities Well-lit stop that provides a sense of security 5 0 Trash cans 2 2 Bus stop located within a block of commercial services s 0 Bicycle Bike parking available at the bus stop 5 0 Accommodations Bus stop within 1/4 mile of a bike repair shop s 0 No Transit Stop located Within 1/Z Mile Walk from Subject Sit e or Roadway Segment Area governed by an adopted TOM ordinance that wlll 60 0 Available Mobility promote ridesharing and/or the use of non-auto modes Services On demand rideshare services available 60 0 Segment within FLEX service area 60 0 Total Score: 82 Transit LOS: B I ~ - --------.~. ,Z_.I ., 0 20 l 0 15 0 ,., 15 0 0 ~ 0 0 5 0 0 5 0 10 5 2 0 0 0 0 0 0 77 C Item 6 Meeting Date: Oct. 5, 2020 To: Traffic and Mobility Commission Staff Contact: Tom Frank, Transportation Director Tom.Frank@carlsbadca.gov, 760-602-2766 Nathan Schmidt, Transportation Planning and Mobility Manager Nathan.Schmidt@carlsbadca.gov, 760-602-2734 Subject: Public Hearing on Growth Management Plan/General Plan Annual Monitoring Report, Adoption of Growth Management Plan Findings, Determination of Deficient Street Facilities, and Actions to Address the Deficient Facilities including but not limited to vehicular level of service exemptions pursuant to General Plan Mobility Element Policy 3-P.9 and/or initiating planning for vehicular capacity improvements Recommended Action Support staff’s recommendation to City Council to: 1.Receive and file the attached Growth Management Plan (GMP)/General Plan Annual Monitoring Report Circulation Section, prepared pursuant to Carlsbad Municipal Code (CMC)§ 21.90.130(d) and Gov. Code § 65400. 2.Adopt resolutions to: A.Determine the following street facilities to be deficient pursuant to CMC § 21.90.130(c) because they do not meet the vehicular level of service (LOS) component of the city’s circulation performance standard in the Citywide Facilities and Improvements Plan (CFIP): 1.Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2.Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3.Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4.Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5.Westbound Cannon Road from Paseo del Norte to Avenida Encinas 6.Southbound El Camino Real from Tamarack Avenue to Cannon Road B.Determine the following street facilities to be built out and exempt from the vehicular LOS performance standard, in accordance with General Plan Mobility Element Policy 3- P.9 and the CFIP Circulation Performance Standard: 1.Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2.Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3.Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4.Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5.Westbound Cannon Road from Paseo del Norte to Avenida Encinas EXHIBIT 9 6. Southbound El Camino Real from Tamarack Avenue to Cannon Road Executive Summary Each year, staff collects monitoring data associated with the GMP/CFIP performance standards, including vehicular traffic data to determine if the performance standards are being met, including the city’s circulation performance standard. This monitoring report is prepared pursuant to CMC Section 21.90.130(d), and includes maps, graphs, charts, tables and text and which includes a developmental activity analysis, a facilities and improvements adequacy analysis, a facility revenue/expenditure analysis and recommendation for any amendments to the facilities management plan. The circulation section of the monitoring report is included as Exhibit 1 to this staff report. The monitoring report finds that the total number of dwelling units in each quadrant continues to comply with the GMP limitations. The monitoring report also finds that circulation facilities are not meeting the adopted growth management performance standard; however, all other public facilities are currently meeting their performance standards for FY 2018-19. The monitoring report continues to identify which public facilities will need to provide additional improvements to meet their performance standards at buildout. The Traffic and Mobility Commission is asked to review only the circulation components of the monitoring report.1 Seven street facilities in the city were identified in the Annual Growth Management Monitoring Report for FY 2018-19 as falling short of the vehicular LOS D performance standard (Exhibit 1). The increases in vehicular congestion have been largely caused by ambient growth throughout the region. The seven street facilities2 exceeding the vehicular LOS D performance standard are: 1. Southbound College Boulevard from Aston Avenue to Palomar Airport Road [Physical improvements already planned pursuant to Capital Improvement Program (CIP) Project No. 6028] 2. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte [Partially exempted per General Plan Mobility Element Policy 3-P.10] 3. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas [Partially exempted per General Plan Mobility Element Policy 3-P.10] 4. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 5. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 6. Westbound Cannon Road from Paseo del Norte to Avenida Encinas 7. Southbound El Camino Real from Tamarack Avenue to Cannon Road 1 The Traffic and Mobility Commission’s review of the monitoring report is not a mandatory obligation under the city’s GMP monitoring regulations. 2 “Street facility” is a section of roadway that shares the same roadway characteristics, and that is composed of one or more street segments, while a “street segment” is the portion of a street facility between two intersections. In some cases, a street segment is also a street facility. The term “street facility” is being used in this report for greater consistency with terminology from the General Plan Mobility Element. Exhibit 2 shows a map with locations of these seven deficient street facilities. Please note that street facility #1 as listed above (Southbound College Boulevard from Aston Avenue to Palomar Airport Road) was previously determined by City Council to be deficient on Dec. 17, 2019 as part of the FY 2017-18 GMP Monitoring Report (Resolution No. 2019-270), but it was not exempted due to City Council direction to expedite CIP Project No. 6028, which will address the deficiency. The CIP project is currently in the engineering design phase. The facility will remain on the list of deficient street facilities until completion of the CIP project. Street facilities #2 and #3 (Eastbound and Westbound Palomar Airport Road from Avenida Encinas to Paseo del Norte) include portions that were previously exempted from the vehicular LOS D standard (in 2015 per General Plan Mobility Element Policy 3-P.10), which are the Palomar Airport Road sections of corridor between Interstate-5 and Paseo del Norte. The non- exempt sections of Palomar Airport Road between Avenida Encinas and Interstate-5 also do not meet the vehicular LOS D standard. Bicycle and pedestrian travel modes were monitored using the multi-modal level of service (MMLOS) Tool developed specifically for the City of Carlsbad, but staff has identified concerns with the underlying MMLOS methodologies. For example, staff will review how the methodology analyzes Americans with Disabilities Act (ADA) compliance and “alternative design streets,” which typically do not have sidewalks and would not meet the current pedestrian LOS D standard. While staff will continue to monitor pre-existing deficiencies under the MMLOS standard, the city has consistently interpreted its GMP to apply prospectively, thereby requiring city action for new deficiencies only, not pre-existing deficiencies. For example, the City’s 1986 CFIP explained “The preceding map highlights those areas of the city which will be required to comply with the open space performance standard. The other areas of the city are already developed.” (See also Friends of H Street v. City of Sacramento (1993) 20 Cal.App.4th 152 [statutory requirements addressed future growth and did not require local governments to bring existing neighborhoods and streets into compliance with general plan.] Staff proposes to reevaluate the methodologies and make refinements to the MMLOS Tool, in coordination with the Traffic and Mobility Commission. The transit travel mode methodology will also be revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian travel modes (and possibly to the transit travel mode) of the FY 2018-19 street typologies, staff will report those MMLOS results to City Council. Discussion The City’s Growth Management Plan and Circulation Performance Standards In 1986, the city adopted Proposition E, which amended the city’s General Plan to “ensure that all necessary public facilities will be available concurrent with need to serve new development. In guaranteeing that facilities will be provided emphasis shall be given to ensuring good traffic circulation, schools, parks, libraries, open space and recreational amenities.” To implement this general guidance, Proposition E directed the city to adopt amendments to the section on growth management, which is in CMC Chapter 21.90. The city also adopted its CFIP and Local Facilities Management Zone Plans by separate resolutions to implement Proposition E (including the GMP Performance Standards). The CFIP divided the city into 25 Local Facility Management Zones (LFMZs). Each LFMZ is required to have an adopted Local Facilities Management Plan that must describe the following: • How the LFMZ will be developed • How compliance with the GMP standards will be achieved • What public facilities will be required to maintain each performance measure • What financing mechanisms will be used to fund these facilities Case law explicitly acknowledges that “general and specific plans attempt to balance a range of competing interests. It follows that it is nearly, if not absolutely, impossible for a project to be in perfect conformity with each and every policy set forth in the applicable plan.” (Sierra Club v. County of Napa (2004) 121 Cal.App.4th 1490.) Under state law, the city is required to prepare a General Plan, which includes a circulation element “to plan for a balanced, multimodal transportation network that meets the needs of all users of streets, roads, and highways for safe and convenient travel in a manner that is suitable to the rural, suburban, or urban context of the general plan.” (Assembly Bill (AB) 1358, the Complete Streets Act of 2008.) Similarly, Senate Bill (SB) 743 explains, “It is the intent of the Legislature to balance the need for level of service standards for traffic with the need to build infill housing and mixed- use commercial developments within walking distance of mass transit facilities, downtowns, and town centers and to provide greater flexibility to local governments to balance these sometimes-competing needs.” (Gov. Code § 65088.4(a).) In adopting AB 1358, the legislature found that, “Shifting the transportation mode share from single passenger cars to public transit, bicycling, and walking must be a significant part of short and long-term planning goals if the state is to achieve the reduction in the number of vehicle miles traveled and in greenhouse gas emissions required by current law.” The legislature further found that, “In order to fulfill the commitment to reduce greenhouse gas emissions, make the most efficient use of urban land and transportation infrastructure, and improve public health by encouraging physical activity, transportation planners must find innovative ways to reduce vehicle miles traveled and to shift from short trips in the automobile to biking, walking, and use of public transit.” Consistent with these changes to state law, the city’s circulation performance standards were amended in 2015 to plan for multimodal transportation network that meets the needs of all users, including but not limited to pedestrian traffic, bicycle traffic, and transit, as opposed to focusing exclusively upon vehicular traffic (General Plan Mobility Element, Section 3.3.) The circulation performance standard in the CFIP was concurrently amended on Sept. 22, 2015 to reflect the livable street approach to mobility described in this element, consistent with the recent amendments to the State’s planning and environmental laws. (General Plan Mobility Element, Policy 3-P.12.) The city’s 2015 CFIP, General Plan Update, and associated circulation performance standards were previously challenged in court. (North County Advocates v. City of Carlsbad (San Diego County Superior Court Case No. 37-2015-00035458-CU-WM-NC.)) That Petition alleged violations of the city’s Growth Management Plan, but the case was ultimately settled in 20173 and dismissed with prejudice. As explained in the city’s 2015 Mobility Element and GMP performance standards (contained in the CFIP), “[t]he City’s approach to provide livable streets recognizes that optimum service levels cannot be provided for all travel modes on all streets within the City. This is due to competing interests that arise when different travel modes mix.” The following circulation performance standard was adopted as the city’s Mobility Element and the city’s GMP circulation performance standard to address recent amendments to state law described above: Implement a comprehensive livable streets network that serves all users of the system – vehicles, pedestrians, bicycles and public transit. Maintain LOS D or better for all modes that are subject to this multi-modal level of service (MMLOS) standard, as identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt intersections and streets approved by the City Council. (Mobility Element, Implementing Policy 3-P.4; CFIP Circulation Performance Standard).4 3 The 2017 North County Advocates Settlement Section 4.3.6 states “As part of the development review process the City shall evaluate all discretionary projects for consistency with applicable General Plan policies and CAP measures and actions that aim to reduce roadway congestion and vehicular miles traveled (VMT), through Transportation Demand Management (TDM techniques and multi-modal improvements.”) Within twelve (12) months, the City shall update is Traffic Impact Analysis (TIA) Guidelines, incorporating multi-modal level of service (MMLOS) analysis to address vehicle, bicycle, pedestrian, and transit modes of travel, and including transportation demand management (TDM) trip reduction methodologies and best practices to reduce automobile trips and improvement travel model shift. The updated TIA Guidelines will also be used to determine requirements for offsetting project impacts and evaluating opportunities for improving project-level connections for all travel modes (vehicle, bicycle, pedestrian, and transit). Within twelve (12) months of the state Office of Planning and Research (OPR) issuing final amendments to the CEQA Guidelines regarding the use of VMT as the primary metric to analyze transportation impacts rather than vehicle level of service (LOS), the City, in collaboration with SANDAG and applicable working groups, will revise the updated TIA Guidelines to be consistent with OPR's final amendments to the CEQA Guidelines.” 4 The GMP Circulation Performance Standard provides additional discussion, explaining: “Traditionally, transportation systems have been designed to achieve a level of service from the perspective of the driver, not pedestrians or bicyclists. However, the city’s livable streets vision recognizes the street as a public space and ensures that the public space serves all users of the system (elderly, children, bicycles, pedestrians, etc.) within the urban context of that system (e.g. accounting for the adjacent land uses)…While many transportation projects in Carlsbad have historically been vehicle capacity enhancing and traffic control focused, the livable streets strategy will explore all potential solutions to enhance the mobility for all users of the street. Many future transportation projects will involve repurposing existing right-of-way rather than acquiring and constructing new right-of-way…The city’s approach to provide livable streets recognizes that optimum service levels cannot be provided for all travel modes on all streets within the city. This is due to competing interests that arise when different travel modes mix. Therefore, the General Plan Mobility Element intends to provide a balanced mobility system that identifies, based on the type of street (street typology), the travel modes for which service levels The City Council has the authority to deem a street facility built out and exempt from the LOS D standard when the following build-out criteria are met, under General Plan Mobility Element Policy 3-P.9: Develop and maintain a list of street facilities where specified modes of travel are exempt from the LOS standard (LOS exempt street facilities), as approved by the City Council. For LOS exempt street facilities, the city will not implement improvements to maintain the LOS standard outlined in Policy 3-P.4 if such improvements are beyond what is identified as appropriate at build out of the General Plan. In the case of street facilities where the vehicle mode of travel is exempt from the LOS standard, other non-vehicle capacity-building improvements will be required to improve mobility through implementation of transportation demand and transportation system management measures as outlined in Policy 3-P.11, to the extent feasible, and/or to implement the livable streets goals and policies of this Mobility Element. Evaluate the list of exempt street facilities, as part of the Growth Management monitoring program, to determine if such exemptions are still warranted. To exempt the vehicle mode of travel from the LOS standard at a particular street intersection or segment, the intersection or street segment must be identified as built-out by the City Council because: a. acquiring the rights of way is not feasible; [5] or b. the proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c. the proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d. the proposed improvements would require more than three through travel lanes in each direction. General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicular traffic to street facilities that are exempt from the vehicular LOS D standard to implement: • TDM strategies that reduce the reliance on single-occupant automobile and assist in achieving the city’s livable streets vision • TSM strategies that improve traffic signal coordination and improve transit service As noted above, the city’s mobility policy and performance standards include the ability to “exempt intersections and streets.” This exemption essentially reorients the city’s planning focus from increasing vehicular capacity by making physical roadway improvements toward should be enhanced and maintained per the multi-modal level of service (MMLOS) standard specified in the city's Citywide Facilities and Improvements Plan.” https://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?BlobID=24067 5 “Feasible” means capable of being accomplished in a successful manner within a reasonable period of time, taking into account economic, environmental, legal, social, and technological factors. (Pub. Resources Code, § 21061.1; CEQA Guidelines § 15364; Save Panoche Valley v. San Benito County (2013) 217 Cal. App. 4th 503 [Alternative was infeasible because it could not be accomplished within a reasonable period of time].) indirect transportation demand measures to reduce overall vehicle trips, and to focus upon non-vehicular modes of travel. (Mobility Element Policies 3-P.9 and 3-P.11.) This is also consistent with more recent amendments to the state’s planning and environmental laws which acknowledge that in some instances new roadways can actually induce increased vehicular congestion. (Governor’s Office of Planning and Research (OPR) Technical Advisory on Implementing SB 743, Appendix 2.) 6 The city’s GMP regulations state that, “If at any time after preparation of a local facilities management plan the performance standards established by a plan are not met then no development permits or building permits shall be issued within the local zone until the performance standard is met or arrangements satisfactory to the city council guaranteeing the facilities and improvements have been made.” [CMC § 21.90.080, see also § 21.90.130]. However, as outlined below, city staff and the City Attorney’s office do not believe this is an option here. Senate Bill 330, Housing Crisis Act of 2019 Senate Bill (SB) 330, which became effective Jan. 1, 2020, established new procedures on placing a “moratorium or similar restriction or limitation on housing development, including mixed-use development.” [Gov. Code, § 66300(b)(1)(B)(I)]. Where housing is an allowable use, that law prohibits a city from enacting a “development policy, standard or condition” that would have the effect of “imposing a moratorium or similar restriction or limitation on housing development…other than to specifically protect against an imminent threat to the health and safety of persons residing in, or within the immediate vicinity of, the area subject to the moratorium…” Such a moratorium or similar restriction on housing development is not enforceable until it has first been submitted and approved by the California Department of Housing and Community Development, or HCD. On April 17, 2020, the city received an opinion from HCD regarding the city’s ability to implement a moratorium under the City’s Growth Management Plan (CMC §§ 21.90.080 and 21.90.130) in light of SB 330. (Exhibit 3.) HCD’s opinion concludes that “the housing moratorium adopted pursuant to the city’s GMP would be impermissible under Government Code Section 66300.” HCD’s letter states: “HCD does not consider, however, that general concerns about the health and welfare of the citizenry—including traffic conditions that cause minor delays—present an imminent threat to health and safety…In this case, the City’s proposed moratorium would prohibit the issuance of any development or building permits in Local Facilities Management Zone 15 (“LFMZ 15”) until four (4) identified street facilities meet the vehicle level of service (“LOS”) performance standard of D or the necessary improvements are guaranteed. (See City of Carlsbad Mun. Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D there is no 6 OPR Technical Advisory on Implementing SB 743: https://www.opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf longer free flow of traffic but instead congestion that borders on unstable flow…While such congestion may be uncomfortable, there is no indication in the City’s GMP or in the City’s Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the health and safety of the residents of LFMZ or those in the immediate area. Accordingly, HCD is of the opinion that such a moratorium cannot permissibly be adopted or enforced consistent with Government Code section 66300.” HCD has reached similar opinions for other municipalities. In 2017, the City of Redondo Beach adopted a mixed-use moratorium, based upon “intersections with a Level of Service (LOS) capacity of D or worse surrounding some of the mixed use zones as evidenced by [Redondo Beach’s] Traffic and Circulation Element…[which] represent a current and immediate threat to the public health, safety, and welfare…” HCD took issue with these findings stating that “the City appears to be merely relying on a level of service (LOS) standard as a proxy for having a ‘specific, adverse impact upon the public health or safety standards’ with little or no analysis to support making such a finding.” Concluding that “[t]he city’s findings do not appear to meet this heightened standard.” (Exhibit 4.) Fiscal year 2018-19 Annual Monitoring Report and deficiencies in seven street facilities Each year, staff monitors circulation and other factors on the city’s public facilities and submits a report to City Council comparing performance data against the adopted standards. The Annual Growth Management Monitoring Report for fiscal year 2018-19 identified a total of seven street facilities that did not have exemptions from the vehicular LOS performance standard and that do not meet the vehicular LOS performance standard (see Exhibit 1.) The increases in vehicular congestion have been largely caused by ambient growth outside the city. This is generally consistent with the problems other municipalities are seeing throughout the state. As noted in SB 330, the housing crisis has been found to be the cause of increased congestion. As discussed in SB 330 “The housing crisis harms families across California and has resulted in all of the following: …Increasing greenhouse gas emissions from longer commutes to affordable homes far from growing job centers.” Similarly, the State Legislative Analyst’s Office Report on California’s High Housing Costs,7 explains that “Workers in California’s coastal communities commute 10 percent further each day than commuters elsewhere, largely because limited housing options exist near major job centers.” Vehicular LOS Standard Since 1988, the city has conducted annual monitoring by collecting new intersection and roadway segment counts at key locations and analyzing operating conditions using traffic data that reflect traditional morning and afternoon peak hour traffic conditions. Findings and recommendations are then summarized in the annual traffic monitoring report, which provides a basis for determining whether the vehicular LOS met the GMP requirements. In September 2015, City Council adopted a General Plan Amendment that included an update to the Circulation Element, which is now called the Mobility Element and associated CFIP 7 https://lao.ca.gov/reports/2015/finance/housing-costs/housing-costs.pdf Circulation Performance Standard (Resolution No. 2015-243). The 2015 Mobility Element and CFIP Circulation amendment focuses the city’s planning on a balanced transportation system which also ensure the city’s consistency with state law, (i.e. Complete Streets Act described above.) The update identified new street typologies and analysis methodologies as well as a new approach to identifying transportation system needs. As part of this update, the city changed the method to determine vehicular LOS to using the most recent version of the Highway Capacity Manual (HCM) instead. This methodology evaluates vehicles based on their freedom to maneuver and overall delay experienced at intersections. The Mobility Element also defines which street typologies are to be monitored for MMLOS. Table 1 outlines which street typologies are subject to vehicular, pedestrian, bicycle and transit MMLOS. A map of the street typologies is shown in Exhibit 5. Table 1: Street Typology and MMLOS Standard STREET TYPOLOLOGY Modes subject to the MMLOS D Standard Vehicular Pedestrian Bicycle Transit Freeways Yes No No Yes Arterial Streets Yes No No Yes Identity Streets No Yes Yes No Village Streets No Yes Yes No Arterial Connector Streets Yes Yes Yes No Neighborhood Connector Streets No Yes Yes No Coastal Streets No Yes Yes No School Streets No Yes Yes No Employment/Transit Connector Streets No Yes Yes Yes Industrial Streets Yes No No Yes Local/Neighborhood Streets No Yes Yes No All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes Bicycle/Pedestrian Pathways No Yes Yes No Vehicular LOS Data Collection Traffic volume data was collected along the study corridors in spring 2019, mostly in early May 2019, as well as follow-up counts along Palomar Airport Road from El Fuerte Street to Melrose Drive and El Camino Real between Tamarack Avenue and Cannon Road in September 2019. These counts represent typical weekday traffic conditions. For each roadway segment, the highest volume of the two days’ peak morning and afternoon periods were determined by direction and used for this analysis. Exhibit 6 includes a detailed summary of the Vehicle LOS analysis and traffic volume data. Vehicular LOS Monitoring Results Seven street facilities in the city were identified in the FY 2018-19 GMP Monitoring Report as falling short of the vehicular LOS performance standard and have not been fully exempted by City Council; Table 2 lists these street facilities. Exhibit 2 shows a map with the locations of these street facilities. One of the seven street facilities (southbound College Boulevard from Aston Avenue to Palomar Airport Road) was previously identified during the FY 2017-18 GMP Monitoring Report and was determined deficient by City Council on Dec. 17, 2019. A Capital Improvement Program (CIP) project at that location has been expedited and will address the deficiency upon completion. This street facility is included in the list because it did not meet the performance standard during the FY 2018-19 monitoring. This street facility was not exempted due to the expedited CIPCIP project to address the deficiency, which has not yet been completed. The CIP project is currently in the engineering design phase. The remaining six street facilities were identified for the first time in FY 2018-19, except two of them (westbound and eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte) include sections of Palomar Airport Road from Interstate-5 to Paseo del Norte that were previously determined by City Council to be deficient and exempt (per General Plan Mobility Element Policy 3-P.10.) Only the sections of Palomar Airport Road from Avenida Encinas to Interstate-5 were newly identified. Table 2: List of Street Facilities Not Meeting Vehicular LOS D Standard and Not Exempt Street Facility From To LOS AM PM 1. College Boulevard1 (Southbound) Aston Avenue Palomar Airport Road B F 2. Palomar Airport Road2 (Eastbound) Avenida Encinas Paseo del Norte F F 3. Palomar Airport Road2 (Westbound) Paseo del Norte Avenida Encinas F F 4. College Boulevard (Northbound) Carlsbad Village Drive Oceanside City Limits D E 5. Cannon Road (Eastbound) Avenida Encinas Paseo del Norte F E 6. Cannon Road (Westbound) Paseo del Norte Avenida Encinas E F 7. El Camino Real (Southbound) Tamarack Avenue Cannon Road F C Notes: 1. City Council has determined this street facility as deficient as part of the FY 2017-18 monitoring report, and the appropriate mitigation measure has been identified. 2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between Interstate-5 and Paseo del Norte. The non-exempt section of Palomar Airport Road between Avenida Encinas and Interstate-5 does not meet the LOS D standard. Policy options When a circulation deficiency is determined to exist, City Council can normally: 1. Adopt physical improvements that would improve the vehicular LOS deficiency to LOS D or better 2. Adopt a moratorium to prohibit development and the issuance of building permits in affected LFMZs until the performance standard is met, or 3. Find the street facilities exempt from the vehicular LOS performance standard under Mobility Element Policy 3-P.9, thereby prioritizing TDM measures to improve vehicular congestion. However, as noted above, given the recently enacted provisions of SB 330 and HCD’s April 17, 2020 Opinion, the City Attorney does not believe that the City has the option of implementing a moratorium in these circumstances. Potential options, therefore, include: 1. Identifying and funding an improvement project that will result in that street facility meeting the performance standard 2. Determining that the street facility is built out and exempt from the LOS standard under General Plan Mobility Element Policy 3-P.9, such that Transportation Demand Management (TDM)/Transportation System Management (TSM) strategies will apply to development to indirectly reduce vehicular congestion Although the GMP and the Mobility Element include a circulation performance standard tied, in part, to vehicular LOS, they acknowledge that the city cannot always rely on adding roadway capacity to address vehicular congestion deficiencies and that other non-vehicular modes of transportation must be considered. In other words, the city cannot always build its way out of traffic congestion. While not applicable to every type of roadway, the Governor’s Office of Planning and Research (OPR) also acknowledges that construction of some types of roadways may actually induce additional vehicular trips, thereby making overall congestion worse. OPR Technical Advisory on Evaluating Transportation Impacts in CEQA.)8 Recommended actions to address the six street facility deficiencies Staff recommends that the City Council adopt the following measures to address the six street facility deficiencies covered in this report: 1. For Eastbound Palomar Airport Road (PAR) from Avenida Encinas to Paseo del Norte Staff recommends the City Council determine this street to be built out and exempt from the LOS performance standard under General Plan Mobility Element Policy 3-P.9 because future roadway improvements to address the deficiency would require further widening of Palomar Airport Road, which would conflict with General Plan Mobility Element Policy 3- P.9. Please note that the segment from Interstate-5 to Paseo del Norte was previously deemed to be deficient and exempt per General Plan Mobility Element Policy 3-P.10. For the specific segment of Palomar Airport Road from Avenida Encinas to Interstate-5, staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). 8 OPR Technical Advisory on Evaluating Transportation Impacts in CEQA, pp. 4, 19, 20, 23, 24, 25, Appendix 2 available at: http://opr.ca.gov/docs/20190122-743_Technical_Advisory.pdf Addressing these deficiencies through roadway improvements would require widening of Palomar Airport Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Palomar Airport Road is constrained by the existing overpass over the North County Transit District (NCTD) railroad, which currently consists of one through lane in each direction to the west of this street facility. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. A project to widen Palomar Airport Road in the eastbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable streets that provide a safe, balanced, cost-effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit) accommodating the mobility needs of all community members, including children, the elderly and the disabled (Goal 3-G.1) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 2. For Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard under General Plan Mobility Element Policy 3-P.9 because future roadway improvements to address the deficiency would require further widening of Palomar Airport Road, which would conflict with General Plan Mobility Element Policy 3-P.9. Please note that the segment from Paseo del Norte to Interstate-5 was previously deemed to be deficient and exempt per General Plan Mobility Element Policy 3-P.10. For the specific segment of Palomar Airport Road from Interstate-5 to Avenida Encinas, staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of Palomar Airport Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Palomar Airport Road is constrained by the existing overpass over the NCTD railroad, which currently consists of one through lane in each direction to the west of this street facility. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. A project to widen Palomar Airport Road in the westbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable streets that provide a safe, balanced, cost-effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit) accommodating the mobility needs of all community members, including children, the elderly and the disabled (Goal 3-G.1) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 3. For Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the northbound direction of College Boulevard to accommodate one or more additional through lanes. Staff does not support such a project because this section of College Boulevard is currently two lanes in the direction of the deficiency. Adding more than two through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a and c) as described below. Relating to General Plan Mobility Element Policy 3-P.9(a), widening College Boulevard to three lanes in the northbound direction between Carlsbad Village Drive and the Oceanside City limits would require the acquisition of additional right of way. Acquiring the additional right of way is infeasible due to the following: o College Boulevard was built to Major Arterial standards per the older Circulation Element of the previous General Plan and the current City of Carlsbad Engineering Standards. As such, they were designed to accommodate two travel lanes in each direction and built within a 102-foot right-of-way. o Widening College Boulevard to three lanes in the northbound direction would not be in line with the Mobility Element’s Livable Streets Vision and Strategies and the City Council’s current direction to staff, which is to evaluate traffic calming alternatives to College Boulevard. o Widening northbound College Boulevard to three lanes in each direction would require the right-of-way width of a Prime Arterial, which is 126’. Adding an additional travel lane at the expense of both pedestrian and bicycle mobility is not consistent with the Mobility Element and not recommended. Relating to General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would present unacceptable impacts to the following community values and General Plan policies: o The Carlsbad Community Vision core value of “Walking, biking, public transportation and connectivity” calls for increasing travel options through enhanced walking, bicycling and public transportation systems and enhancing mobility through increased connectivity and intelligent transportation management. Accommodating three through lanes in the northbound direction on College Boulevard between Carlsbad Village Drive and the Oceanside City limits would discourage bicycling and walking by placing bicycle and pedestrian facilities in much closer proximity to high-speed vehicle travel (the speed limit is 50 mph in this section.) Widening this portion of College Boulevard would also create longer crossing distances at intersections for pedestrians crossing College Boulevard including students who use these existing travel routes to access the nearby Calavera Hills Elementary and Middle Schools. A project to widen College Boulevard in the northbound direction to three lanes also conflicts with the following goals listed in the General Plan Mobility Element: o Keep Carlsbad moving with livable streets that provide a safe, balanced, cost-effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit) accommodating the mobility needs of all community members, including children, the elderly and the disabled (Goal 3-G.1) o Provide inviting streetscapes that encourage walking and promote livable streets (Goal 3-G.3) o Protect and enhance the visual, environmental and historical characteristics of Carlsbad through sensitive planning and design of scenic transportation corridors (Goal 3-G.6) If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 4. For Eastbound Cannon Road from Avenida Encinas to Paseo del Norte Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the both directions of Cannon Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Cannon Road is constrained in both directions by the existing Interstate-5 overpass abutments and currently consists of two through lanes and two left turn lanes in each direction of the deficiencies. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 5. For Westbound Cannon Road from Paseo del Norte to Avenida Encinas Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(a and c). Addressing these deficiencies through roadway improvements would require widening of the both directions of Cannon Road to accommodate one or more additional through lanes. Staff does not support such a project because this section of Cannon Road is constrained in both directions by the existing Interstate-5 overpass abutments and currently consists of two through lanes and two left turn lanes in each direction of the deficiencies. Adding additional through lanes to address circulation deficiencies is inconsistent with the city’s policy to shift from roadway improvements to TDM/TSM measures at build-out. Therefore, staff recommends that these street facilities be exempted from the LOS D standard pursuant to Mobility Element Policy 3-P.9(a), that acquiring the rights of way is not feasible, and that, in keeping with General Plan Mobility Element Policy 3-P.9(c), the proposed improvements would result in unacceptable impacts to other community values or General Plan policies because of potential elimination of sidewalks and bicycle lanes. If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. 6. For Southbound El Camino Real from Tamarack Avenue to Cannon Road Staff recommends the City Council determine this street facility to be built out and exempt from the LOS performance standard, under General Plan Mobility Element Policy 3-P.9(d) because future roadway improvements to address the deficiency would require further widening of El Camino Real to accommodate a fourth through lane, which would conflict with General Plan Mobility Element Policy 3-P.9(d). If the City Council determines this street facility to be deficient, built out and exempt, appropriate TDM and TSM strategies would be required of future development that adds traffic to this exempt street facility under Mobility Element Policy 3-P.11. The recommended actions described above for streets not meeting the vehicular LOS D performance standard are summarized in Table 3 below: Table 3: Proposed Actions for Streets Not Meeting LOS D Standard Street Facility From To Direction of Travel Affected Local Facility Management Zone (LFMZ) Proposed Action Palomar Airport Rd Avenida Encinas Paseo del Norte Eastbound 3 Exempt from vehicular LOS Standard Palomar Airport Rd Paseo del Norte Avenida Encinas Westbound 3 Exempt from vehicular LOS Standard College Blvd. Carlsbad Village Drive Oceanside City Limits Northbound 7 Exempt from vehicular LOS Standard Cannon Road Avenida Encinas Paseo del Norte Eastbound 3 Exempt from vehicular LOS Standard Cannon Road Paseo del Norte Avenida Encinas Westbound 13, 3 Exempt from vehicular LOS Standard El Camino Real Tamarack Avenue Cannon Road Southbound 1, 8 Exempt from vehicular LOS Standard Staff therefore recommends that the City Council determine the following six street facilities as deficient (do not meet the vehicular LOS performance standard), built out and exempt (per Mobility Element Policy 3-P.9): 1. Eastbound Palomar Airport Road from Avenida Encinas to Paseo del Norte 2. Westbound Palomar Airport Road from Paseo del Norte to Avenida Encinas 3. Northbound College Boulevard from Carlsbad Village Drive to Oceanside City Limits 4. Eastbound Cannon Road from Avenida Encinas to Paseo del Norte 5. Westbound Cannon Road from Paseo del Norte to Avenida Encinas 6. Southbound El Camino Real from Tamarack Avenue to Cannon Road Multimodal Level of Service (MMLOS) Monitoring Use of the MMLOS Tool for monitoring purposes raised concerns with the MMLOS methodology and how it is utilized as part of the GMP monitoring program. Staff will work with the Traffic and Mobility Commission to revise the MMLOS methodology and present the revised results to the City Council at a later time. It should be noted that no “universal” or “one-size-fits-all” methodology currently exists for assessing MMLOS. A variety of multimodal LOS applications are currently being used in California and nationally. Planning and research conducted while developing the city’s MMLOS methodology revealed that there is no MMLOS methodology currently adopted by the San Diego Association of Governments (SANDAG), our region’s metropolitan planning organization. Implementation of any existing multimodal LOS application being utilized elsewhere would require further refinement to account for the unique characteristics of the city’s roadway network. Specific examples of areas where the MMLOS methodology may be refined include its approach to the analysis of the Americans with Disabilities Act (ADA) accessibility. In addition, special consideration must be given on how to adequately analyze “alternative design streets.” Alternative design streets typically do not have sidewalks and do not meet the current pedestrian LOS D standard. Transit facilities were not monitored in FY 2018-19 because under the current methodology for Transit MMLOS, all segments would meet the MMLOS D transit standard. Specifically, the existence of a City Council-adopted citywide Transportation Demand Management (TDM) ordinance provides adequate scoring to meet the criteria for the MMLOS D standard for transit. Along with the refinement of the pedestrian and bicycle MMLOS methodologies and in coordination with the Traffic and Mobility Commission, staff will review the transit MMLOS methodology to determine future approaches to monitor and report the LOS related to transit, and refine or change the methodology as necessary. Next Steps Staff will initiate a task order with a consultant to update and revise the pedestrian, bicycle and transit MMLOS methodologies. Staff will also gather stakeholder feedback on the MMLOS Tool, including from the Traffic and Mobility Commission, to guide this process. Based on the feedback received, staff will update the MMLOS methodologies accordingly, apply the revised MMLOS Tool on the street typologies for the FY 2018-19 GMP Monitoring Report, and return to City Council to present the updated MMLOS results. Environmental Evaluation (CEQA) Pursuant to Public Resources Code Section 21065, the annual monitoring report and the declaration of deficiencies do not constitute a “project” within the meaning of the California Environmental Quality Act (CEQA) in that it has no potential to cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, and therefore does not require environmental review. The city further finds that exempting these roadways from the vehicular LOS performance standard pursuant to Mobility Element Policy 3-P.9 would not result in any significant environmental impacts because (1) this would maintain existing conditions and would therefore not result in an environmental impact (CEQA Guidelines Section 15126.2), and (2) vehicular LOS is no longer considered an environmental impact under CEQA (Pub. Res. Code § 21099(b)(2)). Therefore, the city finds that exemption of such street facilities from vehicular LOS standards is exempt from CEQA pursuant to Pub. Res. Code § 21080(b)(5), and CEQA Guidelines §§ 15305, 15061(b)(3)). Fiscal Analysis There is no fiscal impact associated with receiving the FY 2018-19 Annual GMP Monitoring Report. Public Notification This item was noticed in accordance with the Ralph M. Brown Act and, because this item is a public hearing, notice was posted 10 days before the scheduled meeting date (Exhibit 7). Exhibits 1. Fiscal Year 2018-19 Growth Management Plan Monitoring Report Circulation Section 2. Vehicular Level of Service (LOS) Results Map 3. April 17, 2020, Opinion from the California Department of Housing and Community Development regarding SB330 and the City’s Growth Management Plan 4. January 2, 2018, Letter from the California Department of Housing and Community Development regarding Redondo Beach Mixed Use Moratorium 5. Map of Street Typologies from the Carlsbad General Plan Mobility Element 6. Fiscal Year 2018-19 Roadway Level of Service Analysis Report 7. Traffic and Mobility Commission Public Hearing Notice Exhibit 1 1 CIRCULATION A.Performance Standard Implement a comprehensive livable streets network that serves all users of the system – vehicles, pedestrians, bicycles and public transit. Maintain level of service (LOS) D or better for all modes that are subject to this multi-modal level of service (MMLOS) standard, as identified in Table 3-1 of the General Plan Mobility Element, excluding LOS exempt intersections and streets approved by the City Council. The service levels for each travel mode are represented as a letter “grade” ranging from LOS A to LOS F: LOS A reflects a high level of service for a travel mode (e.g., outstanding characteristics and experience for that mode) and LOS F would reflect an inadequate level of service for a travel mode (e.g., excessive congestion for vehicles or inadequate facilities for bicycle, pedestrian or transit users). The performance standard for the circulation system is guided by the General Plan Mobility Element as follows: Implementing Policy 3-P.3: Apply and update the city’s multi-modal level of service (MMLOS) methodology and guidelines that reflect the core values of the Carlsbad Community Vision related to transportation and connectivity. Utilize the MMLOS methodology to evaluate impacts of individual development projects and amendments to the General Plan on the city’s transportation system. Implementing Policy 3-P.4: Implement the city’s MMLOS methodology and maintain LOS D or better for each mode of travel for which the MMLOS standard is applicable, as identified in Table 3-1 and Figure 3-11. B.Livable Streets The monitoring program for the circulation system is guided by General Plan Mobility Element Goal 3-G.1: Keep Carlsbad moving with livable streets that provide a safe, balanced, cost- effective, multi-modal transportation system (vehicles, pedestrians, bikes, transit), accommodating the mobility needs of all community members, including children, the elderly and the disabled. The California Complete Streets Act (2008) requires cities in California to plan for a balanced, multi-modal transportation system that meets the needs of all travel modes. Accomplishing this state mandate requires a fundamental shift in how the city plans and designs the street system – recognizing the street as a public space that serves all users 1 Table 3-1 and Figure 3-1 are found in the General Plan Mobility Element and are summarized in Table 9 of this report. EXHIBIT 1 2 of the system (elderly, children, bicyclists, pedestrians, etc.) within the urban context of that system (e.g., account for the adjacent land uses). • Prior to adoption of the General Plan Mobility Element on Sept. 22, 2015, the growth management circulation performance standard was based on the circulation needs of a single mode of travel – the automobile. • The General Plan Mobility Element identifies a new livable streets strategy for mobility within the city. • The livable streets strategy focuses on creating a ‘multi-modal’ street network that supports the mobility needs of pedestrians, bicyclists, transit users and vehicles. • Providing travel mode options that reduce dependence on the vehicle also supports the city’s Climate Action Plan in achieving its goals of reducing greenhouse gas emissions within the city. C. Street Typology The city’s approach to provide livable streets recognizes that improving the LOS for one mode of transportation can sometimes degrade the LOS for another mode. For example, pedestrian- friendly streets are designed to encourage pedestrian uses and typically have amenities that slow vehicle travel speeds (e.g., short-distance pedestrian crossings that restrict vehicle mobility). The “street typology” is defined in the General Plan Mobility Element and determines which travel modes are subject to the MMLOS D standard, as summarized in Table 9. For example, the vehicular mode of travel is subject to the MMLOS D standard on the following street typologies: freeways, arterial streets, arterial connector streets and Industrial streets. Table 9: Street Typology and MMLOS Standard STREET TYPOLOLOGY Modes subject to the MMLOS D Standard Vehicular Transit Pedestrian Bicycle Freeways Yes Yes No No Arterial Streets Yes Yes No No Identity Streets No No Yes Yes Village Streets No No Yes Yes Arterial Connector Streets Yes No Yes Yes Neighborhood Connector Streets No No Yes Yes Coastal Streets No No Yes Yes School Streets No No Yes Yes Employment/Transit Connector Streets No Yes Yes Yes Industrial Streets Yes Yes No No Local/Neighborhood Streets No No Yes Yes All Streets Located Within Half-Mile of a Transit Center No Yes Yes Yes Bicycle/Pedestrian Pathways No No Yes Yes EXHIBIT 1 3 D. Methods to Measure Service to Different Transportation Modes a. How vehicular LOS is measured The city monitors facilities that are subject to the vehicular LOS standard according to that street’s typology as defined in Table 9. This section of the report summarizes the vehicular LOS methodology used for monitoring purposes. For the fiscal year (FY) 2018-19 monitoring report, the arterial street typology was monitored. The industrial street and arterial connector street typologies will be monitored in the next monitoring cycle so that all the street facilities required to meet the vehicular LOS standard will be monitored in the next monitoring program cycle. The city evaluates the roadway network at the “facility” level according to Chapter 16 of the Highway Capacity Manual. A facility is defined as one direction of travel along a length of road that has similar travel and geometric characteristics, and it typically extends between multiple signalized intersections. Each facility has an associated capacity that is defined in the Highway Capacity Manual as “the ability of a transportation facility or service to meet the quantity of travel demanded of it.” For Growth Management Plan monitoring purposes, travel demand on a roadway is measured by the volume of vehicles using the facility during the peak hours of operation. A volume threshold is established for each LOS grade according to the Highway Capacity Manual. The vehicular LOS is determined by comparing the traffic volume against these thresholds. For example, a LOS D is recorded when a traffic volume exceeds the LOS C threshold but is below the LOS D threshold. A street “facility” is comprised of smaller and contiguous “segments” that typically extend between two adjacent signalized intersections. Per the Highway Capacity Manual, an entire facility is reported as failing if the volume along any one of its segments exceeds its capacity, which defines LOS F. When a facility has been monitored and found to operate at LOS D, each segment of that facility will be evaluated the following monitoring cycle and the LOS will be reported as follows: a. If the volume of any one segment of the facility exceeds the reported capacity for that segment, the facility will be reported as LOS F; or b. If none of the segment volumes exceeds its reported capacity for that segment, the facility will be reported as LOS D (or the new level if it has changed). As noted above, travel demand is assumed to equal the traffic volume measured during the peak hour of operation. Vehicular LOS is determined based on one mid-block traffic count collected for each facility (or segment) being evaluated. The data is collected while school is in session in either the spring or fall. The morning and afternoon (a.m./p.m.) peak hours’ LOS is reported for each facility EXHIBIT 1 4 or segment. Each street evaluated will have separate LOS results reported for the a.m. and p.m. peak hour conditions with independent grades reported for each direction of travel. This approach to data collection is consistent with industry standards. b. How Pedestrian, Bicycle and Transit Service MMLOS is measured The General Plan Mobility Element calls for the use of a MMLOS methodology to provide a metric for evaluating bicycle, pedestrian and transit modes of travel. In 2015, a method for evaluating bicycle and pedestrian LOS was first developed as part of the General Plan Environmental Impact Report (EIR); this EIR method was applied on a broad, program level to evaluate service to pedestrian, bicycle and transit users. When consultants applied the original method during the preparation of impact studies of proposed development projects, limitations were discovered in terms of the study area, directional travel and potential inconsistent interpretations of how the method should be applied. Accordingly, a more robust method was developed in 2018 to calculate MMLOS for each mode and to identify a broader range of improvements that could be implemented to ensure the minimum operating standard would be met. As noted in General Plan Mobility Element Policy 3-P.3, the purpose of the MMLOS methodology is to provide a means for evaluating impacts of individual development projects, as well as monitoring the LOS for individual streets to ensure that they are meeting the specified standard by street type. Ultimately the MMLOS methodology was revised to accomplish these goals and a spreadsheet-based MMLOS Tool was developed to provide an easy-to-use way of calculating points for a specified location. The MMLOS Tool generates a letter grade (A through F) to reflect the quality of service provided to a user of that mode of travel. This grade is based on the applicable attributes of the associated pedestrian, bicycle or transit mode. Examples of the attributes used to develop the MMLOS grade for bicycle travel include pavement condition, posted speed limit, on-street parking and buffered bike lanes. Each attribute contributes to a point system that corresponds to a MMLOS letter grade, when the total points for all attributes are added together. A LOS D score indicates that the existing attributes provide the minimum acceptable service for that mode. The MMLOS grades are determined using field data related to each attribute used in the scoring criteria. In FY 2018-19, bicycle and pedestrian travel modes were monitored for the first time in the City of Carlsbad utilizing the revised MMLOS methodology. The following typologies were monitored for bicycle and pedestrian travel modes: identity streets, Village streets, coastal streets and school streets. Other EXHIBIT 1 5 applicable typologies (see Table 9 for applicability per travel mode) will be reviewed in the FY 2020-21 monitoring cycle. Since the existence of a City Council-adopted citywide Transportation Demand Management (TDM) ordinance provides adequate scoring to meet the criteria for the MMLOS D standard for transit, transit MMLOS was not evaluated as part of this year’s monitoring program. Since this was the first time that bicycle and pedestrian travel modes were monitored using the MMLOS Tool, staff has identified some concerns with the initial results and underlying MMLOS methodologies. Staff intends to reevaluate the methodologies and make refinements to the MMLOS Tool, in coordination with the Traffic and Mobility Commission. The transit travel mode methodology will also be revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian travel modes (and possibly to the transit travel mode) of the FY 2018-19 street typologies, staff will report those MMLOS results to the City Council later this year. It should be noted that there are a variety of multimodal LOS applications currently being used in California and nationally. However, based on the planning and research conducted as part of the development of the city’s MMLOS methodology, there is no MMLOS methodology currently adopted by the metropolitan planning organization, San Diego Association of Governments (SANDAG), and there are no “turnkey” approaches that can be directly implemented in the city. Use of any existing multimodal LOS application being utilized elsewhere would require further refinement to account for the unique characteristics of the City of Carlsbad roadway network and to integrate the methodology into existing city tools and policies such as the GMP monitoring process. E. Exemptions to the LOS D Standard General Plan Mobility Element Policy 3-P.9 requires the city to develop and maintain a list of street facilities where specified modes of travel are exempt from the LOS standard (LOS-exempt street facilities), as approved by the City Council. Regarding vehicular LOS standards, the City Council has the authority to exempt a street facility from the vehicular LOS standard if the street facility meets one or more of the following criteria from General Plan Mobility Element Policy 3-P.9: EXHIBIT 1 6 a) Acquiring the rights of way is not feasible; or b) The proposed improvements would significantly impact the environment in an unacceptable way and mitigation would not contribute to the nine core values of the Carlsbad Community Vision; or c) The proposed improvements would result in unacceptable impacts to other community values or General Plan policies; or d) The proposed improvements would require more than three through travel lanes in each direction. General Plan Mobility Element Policy 3-P.11 requires new development that adds vehicular traffic to street facilities that are exempt from the vehicle LOS D standard to implement: • Transportation Demand Management (TDM) strategies that reduce the reliance on single-occupant automobiles and assist in achieving the city’s livable streets vision; and • Transportation System Management (TSM) strategies that improve traffic signal coordination and improve transit service. Per General Plan Mobility Element Policy 3-P.10, the following four streets, and their associated facility descriptions, are exempt from the vehicular LOS standard: A. La Costa Avenue between Interstate-5 and El Camino Real 1. Eastbound from Interstate-5 to El Camino Real 2. Westbound from El Camino Real to Interstate-5 B. El Camino Real between Palomar Airport Road and La Costa Avenue 3. Southbound from Palomar Airport Road to Camino Vida Roble 4. Southbound from Camino Vida Roble to Poinsettia Lane 5. Southbound from Poinsettia Lane to Aviara Parkway/Alga Road 6. Southbound from Aviara Parkway/Alga Road to La Costa Avenue 7. Northbound from La Costa Avenue to Aviara Parkway/Alga Road 8. Northbound from Aviara Parkway/Alga Road to Poinsettia Lane 9. Northbound from Poinsettia Lane to Camino Vida Roble 10. Northbound from Camino Vida Roble to Palomar Airport Road C. Palomar Airport Road between Interstate-5 and College Boulevard 11. Eastbound from Interstate-5 to Paseo del Norte 12. Eastbound from Paseo del Norte to Armada Drive 13. Eastbound from Armada Drive to College Boulevard/Aviara Parkway 14. Westbound from College Boulevard/Aviara Parkway to Armada Drive 15. Westbound from Armada Drive to Paseo del Norte 16. Westbound from Paseo del Norte to Interstate-5 EXHIBIT 1 7 D. Palomar Airport Road between El Camino Real and Melrose Drive 17. Eastbound from El Camino Real to El Fuerte Street 18. Eastbound from El Fuerte Street to Melrose Drive 19. Westbound from Melrose Drive to El Fuerte Street 20. Westbound from El Fuerte Street to El Camino Real On Dec. 17, 2019, City Council determined four street facilities to be operating at deficient levels of service. One of these deficient street facilities is southbound College Boulevard from Aston Avenue to Palomar Airport Road, and City Council expedited a Capital Improvement Program (CIP) project to fully address this deficiency by adding a southbound right turn lane and converting the existing right turn lane into a second southbound through lane on College Boulevard at the intersection of Palomar Airport Road (CIP Project No. 6028). On Dec. 17, 2019, City Council determined the following three deficient street facilities to be built-out and exempt from the LOS performance standard: 21. Southbound El Camino Real from the Oceanside city limits to Marron Road 22. Northbound El Camino Real from Marron Road to the Oceanside city limits 23. Southbound Melrose Drive from the Vista city limits to Palomar Airport Road On June 9, 2020, City Council determined the following four street facilities to be deficient, built-out and exempt from the LOS performance standard: 24. Southbound El Camino Real from Cannon Road to College Boulevard 25. Northbound El Camino Real from College Boulevard to Cannon Road 26. Eastbound Cannon Road from El Camino Real to College Boulevard 27. Westbound Cannon Road from College Boulevard to El Camino Real Each of the exempt street facilities was monitored this cycle and evaluated against the vehicular LOS standard. The results of this evaluation are summarized in Table 10. EXHIBIT 1 8 Table 10: Vehicle LOS Exempt Street Facilities Street Facility From To LOS (a.m./p.m.) Meets LOS Standard? 1. La Costa Avenue Interstate-5 El Camino Real B/C Yes 2. La Costa Avenue El Camino Real Interstate-5 F/B No 3. El Camino Real Palomar Airport Road Camino Vida Roble D/D Yes 4. El Camino Real Camino Vida Roble Poinsettia Lane C/C Yes 5. El Camino Real Poinsettia Lane Aviara Parkway/Alga Road C/C Yes 6. El Camino Real Aviara Parkway/Alga Road La Costa Avenue F/F No 7. El Camino Real La Costa Avenue Aviara Parkway/Alga Road C/C Yes 8. El Camino Real Aviara Parkway/Alga Road Poinsettia Lane C/C Yes 9. El Camino Real Poinsettia Lane Camino Vida Roble C/C Yes 10. El Camino Real Camino Vida Roble Palomar Airport Road D/D Yes 11. Palomar Airport Road Interstate-5 Paseo del Norte F/F No 12. Palomar Airport Road Paseo del Norte Armada Drive D/D Yes 13. Palomar Airport Road Armada Drive College Boulevard/Aviara Parkway C/C Yes 14. Palomar Airport Road College Boulevard/Aviara Parkway Armada Drive C/C Yes 15. Palomar Airport Road Armada Drive Paseo del Norte C/D Yes 16. Palomar Airport Road Paseo del Norte Interstate-5 F/F No 17. Palomar Airport Road El Camino Real El Fuerte Street C/C Yes 18. Palomar Airport Road El Fuerte Street Melrose Drive C/F No 19. Palomar Airport Road Melrose Drive El Fuerte Street F/C No 20. Palomar Airport Road El Fuerte Street El Camino Real C/C Yes 21. El Camino Real Oceanside city limits Marron Road E/F No 22. El Camino Real Marron Road Oceanside city limits F/F No 23. Melrose Drive Vista city limits Palomar Airport Road F/E No 24. El Camino Real Cannon Road College Boulevard C/F No 25. El Camino Real College Boulevard Cannon Road F/B No 26. Cannon Road El Camino Real College Boulevard D/F No 27. Cannon Road College Boulevard El Camino Real E/D No EXHIBIT 1 9 F. FY 2018-19 Facility Adequacy Analysis The following vehicular LOS and MMLOS results are based on the data reported in the 2018-19 Traffic Monitoring Program City of Carlsbad Growth Management Plan. 1. Vehicular LOS Except where noted below, vehicular LOS grades reflect traffic data gathered in the spring of 2019, mostly in May 2019. The LOS results for the vehicular mode are illustrated in Figure 4. Table 11 summarizes the street facilities that: a) are subject to the vehicular LOS standard, b) do not meet the vehicular LOS D standard, and c) do not yet have an exemption approved by City Council. As discussed in section E above, CIP Project No. 6028 is expected to address the deficiency on southbound College Boulevard from Aston Avenue to Palomar Airport Road. The traffic counts collected along El Camino Real between Tamarack Avenue and Cannon Road in spring of 2019 were inconsistent with historical data. To verify the data, staff recounted the facility and collected additional counts for each segment comprising the facility in the fall of 2019 (September 2019) while school was in session. The a.m. peak hour traffic volume for the segment between Lisa Street and Cannon Road exceeded capacity (or LOS F) in the southbound direction of travel; therefore, the entire facility is reported as LOS F according to the Highway Capacity Manual. Figure 4 and Table 11 identify the facility of El Camino Real southbound from Tamarack Avenue to Cannon Road as failing to meet the vehicular LOS standard. Table 12 lists the street facilities reported as LOS D. As part of the next monitoring cycle, traffic volumes will be collected on each segment comprising a facility. If a traffic volume reported on one or more segments along that facility exceeds the capacity (or LOS F), the entire facility will be reported as LOS F. Otherwise, the facility will be reported as LOS D. This approach is consistent with the Highway Capacity Manual as discussed in section D. Following this report, city staff will deliver a more detailed report with recommendations of facilities for exemption and/or proposed project improvements to address these identified deficiencies to the City Council on the vehicle LOS reported in the table below and shown in Figure 4. EXHIBIT 1 10 Figure 4: Vehicular Level of Service (LOS) Results EXHIBIT 1 11 Table 11: Non-exempt Street Facilities Not Meeting Vehicular LOS D Standard Street Facility From To Direction of Travel Affected Local Facility Management Zone (LFMZ) Level of Service (LOS) AM PM 1. College Blvd. Carlsbad Village Drive Oceanside City Limits Northbound 7 D E 2. College Blvd.1 Aston Avenue Palomar Airport Road Southbound 5 B F 3. Cannon Road Avenida Encinas Paseo del Norte Eastbound 3 F E 4. Cannon Road Paseo del Norte Avenida Encinas Westbound 13, 3 E F 5. Palomar Airport Road 2 Avenida Encinas Paseo del Norte Eastbound 3 F F 6. Palomar Airport Road 2 Paseo del Norte Avenida Encinas Westbound 3 F F 7. El Camino Real Tamarack Avenue Cannon Road Southbound 1, 8 F C Note: 1. The street facility has been reviewed by the City Council and the appropriate mitigation measure has been identified. 2. Palomar Airport Road is exempt from the LOS D standard for the section of the corridor between Interstate-5 and College Boulevard. The non-exempt section of Palomar Airport Road between Avenida Encinas and Interstate-5 does not meet the LOS D standard. EXHIBIT 1 12 Table 12: Non-Exempt Street Facilities Reported with Vehicular LOS D Street Facility From To Direction of Travel Level of Service (LOS) AM PM a. El Camino Real La Costa Avenue Encinitas City Limits Southbound D C b. College Boulevard Oceanside City Limits Carlsbad Village Drive Southbound D D c. College Boulevard Cannon Road Carlsbad Village Drive Northbound C D d. College Boulevard Carlsbad Village Drive Cannon Road Southbound D C e. College Boulevard El Camino Real Aston Avenue Southbound D D f. College Boulevard Aston Avenue El Camino Real Northbound D D g. Aviara Parkway Palomar Airport Road Poinsettia Lane Southbound D D h. Aviara Parkway Poinsettia Lane Palomar Airport Road Northbound D D i. Rancho Santa Fe Road Calle Barcelona La Costa Avenue Northbound C D j. Cannon Road Legoland Drive Faraday Ave Eastbound C D Multimodal Level of Service Monitoring For the first time in the city’s history, bicycle and pedestrian travel modes were monitored in FY 2018-19. Since this was the first time that staff monitored bicycle and pedestrian travel modes using the MMLOS Tool for monitoring purposes, staff identified some concerns with the initial results related to the MMLOS methodology. Due to these concerns, this report does not include MMLOS results. Staff intends to reevaluate the methodologies and make refinements to the MMLOS Tool, in coordination with the Traffic and Mobility Commission. The transit travel mode methodology will also be revisited for possible incorporation into the MMLOS Tool. Once the refined MMLOS Tool has been applied to the bicycle and pedestrian travel modes (and possibly to the transit travel mode) of the FY 2018-19 street typologies, staff will report those MMLOS results to the City Council later this year. Examples of areas where the MMLOS methodology may be refined include its approach to the analysis of the Americans with Disabilities Act (ADA) accessibility. In addition, special consideration will need to be given on how to adequately analyze “Alternative Design Streets.” Alternative Design Streets, described in detail below, typically do not have sidewalks and do not meet the current pedestrian LOS D standard. EXHIBIT 1 13 Alternative Design Streets Several street facilities analyzed for pedestrian LOS include “Alternative Design Streets” which is a designation given to certain streets within the City of Carlsbad in 2000 through the recommendations of the Street and Sidewalk Policy Committee. Regarding Alternative Design Streets, Carlsbad Municipal Code Section 18.40.100 states: “The street fronting on the subject property has already been improved to the maximum feasible and desirable state, recognizing there are some such streets which may have less than standard improvements when necessary to preserve the character of the neighborhood.” Maintaining these streets in their narrow, less formal configuration was deemed to be important to preserve the character of the existing neighborhoods. Typically, these streets do not have sidewalks, curbs or gutters; are narrower than standard streets; allow off-pavement parking and generally have a rural appearance. Due to the lack of sidewalks, these streets do not meet the current pedestrian MMLOS D standard. Improvements to the Alternative Design Streets are only to be considered if an “Alternative Street Design Approval Process” is followed, which includes significant community involvement. Absent this process, any street improvements that would be required due to a deficient pedestrian MMLOS score are deferred through a neighborhood improvement agreement. Transit MMLOS Transit facilities were not monitored this year because all segments meet the MMLOS D standard. Specifically, the existence of a City Council-adopted citywide TDM ordinance provides adequate scoring to meet the criteria for the MMLOS D standard for transit. Along with the refinement of the pedestrian and bicycle MMLOS methodologies and in coordination with the Traffic and Mobility Commission, staff will review the transit MMLOS methodology to determine if it is the best approach to monitor and report the level of service related to transit and refine or change the methodology as necessary. Results of the refined MMLOS Tool, including for transit, will be reported to City Council later this year. G. Buildout Facility Adequacy Analysis The 2015 General Plan EIR evaluated how buildout of the land uses planned by the General Plan will impact the vehicle, pedestrian, bicycle and transit levels of service, and identified that additional circulation facilities may need to be constructed to meet the GMP performance standard at buildout. The following summary provides the results of that evaluation: EXHIBIT 1 14 Vehicular Level of Service at Buildout • Additional future road segments (extensions of College Boulevard, Poinsettia Lane and Camino Junipero) needed to accommodate the city’s future growth were identified as part of the General Plan update. The General Plan Mobility Element identifies these needed future road segments as “Planned City of Carlsbad Street Capacity Improvements.” • The General Plan also called out the need to implement the scheduled Interstate-5 North Coast Project and Interstate-5/Interstate-78 Interchange Improvement Project that are needed to accommodate future growth. • The CIP funds projects that will upgrade the LOS including several roadway widenings along El Camino Real near College Boulevard (northbound), La Costa Avenue (southbound) and Cassia Road (northbound). There is also a CIP project to add a second southbound through lane and dedicated right lane on southbound College Boulevard that is expected to address the deficiency reported on College Boulevard (southbound) from Aston Avenue to Palomar Airport Road. • The General Plan EIR identifies TDM and TSM as mitigation measures for roadway sections that have been determined to be LOS-exempt. H. Next Steps Carlsbad Municipal Code Section 21.90.130 (c) states: If at any time it appears to the satisfaction of the city manager that facilities or improvements within a facilities management zone or zones are inadequate to accommodate any further development within that zone or that the performance standards adopted pursuant to Section 21.90.100 are not being met, he or she shall immediately report the deficiency to the council. If the council determines that a deficiency exists, then no further building or development permits shall be issued within the affected zone or zones and development shall cease until an amendment to the city-wide facilities and improvements plan or applicable local facilities management plan which addresses the deficiency is approved by the city council and the performance standard is met. Two separate staff reports will be presented to City Council. The first staff report will present the Vehicle LOS analysis results that will include a list identifying vehicular facilities that: a) are subject to the LOS standard, and b) do not meet the appropriate LOS D standard. The second staff report will be subsequently presented to City Council and include the following: • a list of projects that could be implemented to meet the Vehicle LOS D standard • a list of the street facilities that meet the conditions for an exemption EXHIBIT 1 15 • a request that City Council determine which of these facilities are deficient and which ones should be exempted • recommendations to address outstanding deficiencies • recommendations regarding exempt street facilities that currently meet the LOS standard. Staff will initiate a task order with a consultant to update and revise the pedestrian, bicycle and transit MMLOS methodologies. Staff will gather stakeholder feedback on the MMLOS Tool, including from the Traffic and Mobility Commission, to guide this process. Based on the feedback received, staff will update the MMLOS methodologies accordingly and present to the Traffic and Mobility Commission for a recommendation to City Council for approval. Once City Council has approved the refined MMLOS Tool, staff will apply it to the city streets monitored in FY 2018-19 and present the MMLOS results to City Council later this year. Exhibit 2 Vehicular Level of Service (LOS) Results STATE OF CALIFORNIA - BUSINESS, CONSUMER SERVICES AND HOUSING AGENCY GAVIN NEWSOM, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF HOUSING POLICY DEVELOPMENT 2020 W. El Camino Avenue, Suite 500 Sacramento, CA 95833 (916) 263-2911 / FAX (916) 263-7453www.hcd.ca.gov April 17, 2020 Celia A. Brewer, City Attorney Office of the City Attorney City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92008 Dear Celia Brewer: RE: Housing Crisis Act of 2019, Request for Opinion Under Government Code Section 66300 et seq. The purpose of this letter is to assist the City of Carlsbad (City) in the implementation of the Housing Crisis Act of 2019 (Gov. Code, § 66300) as requested in your letter dated February 27, 2020. In that letter, the City requested the California Department of Housing and Community Development’s (HCD) opinion as to the enforceability of a moratorium proposed pursuant to the City’s Growth Management Program (Proposition E or GMP). For the reasons explained below, HCD finds that the housing development moratorium adopted pursuant to the City’s GMP would be impermissible under Government Code section 66300. Should the City decide to adopt a moratorium, notwithstanding this opinion, HCD reminds the City that it cannot legally enforce such a moratorium before obtaining HCD’s approval pursuant to Government Code section 66300, subdivision (b)(1)(B)(ii). HCD’s opinion is based on the mandatory criteria established by the Legislature with the passage of SB 330 in 2019, known as the Housing Crisis Act of 2019, which added section 66300 to the Government Code. The State of California is experiencing a housing supply shortage of crisis proportions. To address this crisis, the Legislature declared a statewide housing emergency until 2025, and suspended certain restrictions on development of new housing during the emergency period. (Housing Crisis Act of 2019, Chapter 654, Statues of 2019, section 2(b).) Among other things, the Legislature suspended the ability of cities and counties to impose moratoria on housing development, including mixed-use development, “other than to specifically protect against an imminent threat to the health and safety of persons residing in, or within the immediate vicinity of, the area subject to the moratorium.” (Gov. Code, § 66300, subd. (b)(1)(B), emphasis added.) Exhibit 3 Celia A. Brewer Page 2 The Housing Crisis Act of 2019 does not define “imminent threat to the health and safety of persons.” HCD does not consider, however, that general concerns about the health and welfare of the citizenry—including traffic conditions that cause minor delays—present an imminent threat to health and safety. The word imminent suggests something that will happen in the very immediate future. (Black’s Law Dictionary (11th ed. 2019) (“Imminent” means “threatening to occur immediately; dangerously impending” or “[a]bout to take place.”); Webster’s New World College Dictionary (4th ed. 2010) (“Imminent” means “likely to happen without delay; impending; threatening”).) Imminent threats to the “health and safety of persons” implies an impending or immediate threat to human life, human health, or human safety. It is a much narrower consideration that notions of “health and welfare” that motivated the adoption of the City’s GMP. The City’s GMP appears to be designed to assure that housing development in the City and the provision of public services are closely aligned (City of Carlsbad Mun. Code, § 21.09.010.) Nothing in the City’s GMP or in its Growth Management Ordinance (City of Carlsbad Mun. Code, Chapter 21.90) indicate that they were adopted with the intent to avert imminent threat to the health and safety of the residents of Carlsbad. Neither do the GMP or the Growth Management Ordinance indicate that imminent threats to health and safety are a mandatory consideration in deciding whether to impose such a moratorium. The purposes of the ordinance are reflected in its placement in the Municipal Code. The ordinance is housed in the Zoning Code, under the chapter for Growth Management, rather than under, for instance, Health and Sanitation, which includes Emergency Services and Health and Sanitation. The overall purpose of the Zoning Code is described as “to provide the economic and social advantages resulting from an orderly planned use of land resources.” (City of Carlsbad Mun. Code, § 21.02.010.) In this case, the City’s proposed moratorium would prohibit the issuance of any development or building permits in Local Facilities Management Zone 15 (“LFMZ 15”) until four (4) identified street facilities meet the vehicle level of service (“LOS”) performance standard of D or the necessary improvements are guaranteed. (See City of Carlsbad Mun. Code, § 21.90.080.) LOS D simply refers to the rate at which traffic flows on a roadway, and at LOS D there is no longer free flow of traffic but instead congestion that borders on unstable flow. (City of Carlsbad, Transportation Impact Analysis Guidelines (April 2018), p. 22.) While such congestion may be uncomfortable, there is no indication in the City’s GMP or in the City’s Transportation Impact Analysis Guidelines that such a standard represents an imminent threat to the health and safety of the residents of LFMZ or those in the immediate area. Accordingly, HCD is of the opinion that such a moratorium cannot permissibly be adopted or enforced consistent with Government Code section 66300. Celia A. Brewer Page 3 Thank you for reaching out to HCD for this guidance. We look forward to hearing from the City as to the action it takes on its proposed moratorium. Please contact Melinda Coy of our staff, at Melinda.Coy@hcd.ca.gov with any questions. Sincerely, Zachary Olmstead Deputy Director STATE OF CALIFORNIA -BUSINESS CONSUMER SERVICES AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF HOUSING POLICY DEVELOPMENT 2020 W. El Camino Avenue, Suite 500 Sacramento, CA 95833 (916)263-2911 / FAX (916) 263-7453 www.hcd.ca.gov January 2, 2018 Mr. Joe Hoefgen, City Manager City of Redondo Beach 415 Diamond Street Redondo Beach, CA 90277 Dear Mr. Hoefgen: RE: Redondo Beach's 5th Cycle (2013-2021) Adopted Four-Year Housing Element Update Thank you for submitting the City of Redondo Beach's housing element adopted September 19, 2017 and received for review on October 4, 2017. The Department also received Ordinance No. 3174-17 pertaining to zoning for emergency shelters on December 20, 2017. Pursuant to Government Code (GC) Section 65585(h), the Department is reporting the results of its review. On July 20, 2017, the Department found the City of Redondo Beach's draft housing element to meet most statutory requirements. The Department also found the element would comply with housing element law once the City has completed zoning amendments to permit emergency shelters and submitted the adopted element. While the City has completed zoning for emergency shelters and submitted the adopted element, the Department understands the City, sometime shortly after July 20, 2017, has adopted an ordinance imposing a moratorium on mixed use development, including multifamily. The moratorium significantly limits the availability of sites identified in the element to accommodate lower-income households and constrains a variety of housing types, including multifamily and supportive housing. As a result, the element does not comply with housing element law and the following revisions are necessary: 1.Include an inventory of land suitable for residential development, including vacant sitesand sites having the potential for redevelopment, and an analysis of the relationship ofzoning and public facilities and services to these sites (Section 65583(a)(3)). The inventory of land suitable for residential development shall be used to identify sites thatcan be developed for housing within the planning period (Section 65583.2). The City has a total regional housing need of 1,397 units, including 595 for lowerincome households. To accommodate the projected housing need for lower-income households, the City identified a capacity for 938 to 1,290 units with appropriate densities to accommodate lower-income households. However, the recently imposed moratorium precludes multifamily development on over two-thirds (640 units) of the identified capacity for lower-income households. Further, the remaining identified capacity for lower-income households appears attributed to Site #5 where the Department understands the City is processing a residential development application. While the Department acknowledges the City's efforts to process a residential Exhibit 4 Mr. Hoefgen, City Manager Page 2 development application, the Department understands the application does not include housing for lower-income households; leaving potentially no capacity remaining to accommodate lower-income households. As a result, the element must list and analyze sufficient and suitable sites to accommodate the regional housing need for lower-income households and include program(s), as appropriate, to address a shortfall of capacity. The site listing and analysis and programs must address all the requirements of GC Se ction 65583.2. For more information, see http://www.hcd.ca.gov/community-development/building-blocks/index.shtml. In addition, please be aware housing element law and other housing related laws have been changed or added and take effect January 1, 2018. For example, no net loss law (GC Section 65863) was amended to clarify "At no time, ... shall ... " a local government take action to cause an inventory to be insufficient to accommodate housing for lower-income households. In addition, housing element law was amended regarding analysis and programs related to the suitability and availability of sites (AB 1397). For more information, see the Department's website at http://www.hcd.ca.gov/policy-research/lhp.shtml. 2.Analyze potential and actual governmental constraints upon the maintenance,improvement, or development of housing for all income levels, including land-usecontrols, building codes and their enforcement, site improvements, fees and otherexactions required of developers, and local processing and permit procedures (Section 65583(a)(5)). Taking actions to prohibit, even temporarily, multifamily development is viewed as aserious constraint and contrary to planning and zoning law, particularly housingelement and related laws. This is particularly important since the recently adoptedelement makes no mention of imposing a moratorium, nor was the Department madeaware of this crucial information prior to its July 2017 findings. Further, GC Section65858 was amended in 2001 for the purpose of heightening the standard of findingswhen imposing moratoriums on multifamily development. The City's findings do notappear to meet this heightened standard. For example, the City appears to bemerely relying on a level of service (LOS) standard as a proxy for having a "specific,adverse impact upon the public health or safety standards" with little or no analysis tosupport making such a finding. Given the importance of encouraging multifamilydevelopment and not imposing constraints, the element must be revised to analyzethe moratorium as a constraint on the cost, supply and timing of housing and includeprograms as appropriate to address and remove the constraint. 3.Identify adequate sites which will be made available through appropriate zoning anddevelopment standards and with public services and facilities needed to facilitate andencourage the development of a variety of types of housing for all income levels,including rental housing, factory-built housing, mobilehomes, and emergency sheltersand transitional housing. Where the inventory of sites, pursuant to paragraph (3) ofsubdivision (a), does not identify adequate sites to accommodate the need for groupsof all household income levels pursuant to Section 65584, the program shall providefor sufficient sites with zoning that permits owner-occupied and rental multifamily Mr. Hoefgen, City Manager Page 3 residential use by right, including density and development standards that could accommodate and facilitate the feasibility of housing for very low-and low-income households (Section 65583(c)(1)). The housing element shall contain programs which address, and where appropriate and legally possible, remove governmental constraints to the maintenance, improvement, and development of housing (Section 65583(c)(3)). As noted above, the element does not list and analyze sufficient sites to accommodate the regional housing need and does not include analysis of imposing a moratorium as a potential constraint. Based on the results of complete analyses, the City may need to add or revise programs to address a shortfall of sites or zoning available to encourage a variety of housing types and address and remove governmental constraints. Once the element has been revised and adopted to address the above requirements, it will comply with State housing element law. For more information or assistance, please contact Greg Nickless, of our staff, at (916) 274-6244. Sincerely, Jennifer Seeger Assistant Deputy Director 3-17 OCEANSIDE SAN MARCOS ENCINITAS 78 ME L RO S E DR A L G A R D RANCHOSANTAFERDL A C O S T A AVE E L CAMINOR E A L LA COS TA AVE SANDI EGONORTHERNRRCARLSBADBLVDPO IN SET TI A LNPALOMA R A IR P O RT RD CAM IN O VIDA R OBLE AVIARA P KWY P O IN S E T T I A LN PA LOMAR AIRPORT RD F ARA D A Y AVE EL CAMINO REALCANNONRDTAMARACKAVEELCAMINOREAL T A M ARACKAVECO L L E GEBLVDM A RRON R D C A RLSB A D V ILLAGED R CANNON RDCARLSBADBLVD78 CA M I NOJUNI P E RO City of Oceanside City of Vista City of San Marcos City of Encinitas Batiqu it os Lago o nMCCLELLAN -PALOMARAIRPORT Agua Hedionda Lagoon Buena Vista Lagoon CalaveraLake Maerkle Reservoir P a c i f i c O c e a n City of Oceanside Highways Railroad Transit Centers Half Mile Radius City Limits 0 1 20.5 Miles Source: City of Carlsbad, 2013; SANDAG, 2013; Fehr & Peers, 2013; Dyett & Bhatia, 2013. Freeway Arterial Streets Identity Streets Village Streets Arterial Connector Streets Neighborhood Connector Streets Coastal Streets School Streets Employment/Transit Connector Streets Industrial Streets Local/Neighborhood Street Figure 3-1 Street System Map GENERAL PLAN 500 ACRES 100ACRES Planned Arterial Streets Planned Arterial Connector Streets Planned Local/Neighborhood Streets Figure 3-1: Street System Exhibit 5 City of Carlsbad Roadway Level of Service Analysis February 2020 Prepared By: Exhibit 6 2 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table of Contents Introduction.............................................................................................................................. 3 Analysis Methodology ................................................................................................................ 3 Figure 1- Data Collection Locations ........................................................................................ 5 Figure 2- Roadway Peak Volumes .......................................................................................... 6 Analysis Results ......................................................................................................................... 7 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM ............................... 8 Figure 3- New Methodology Roadway Level of Service Summary ..............................................12 Upcoming Projects and Recommendations ...................................................................................13 North Coast Corridor Public Works Plan ................................................................................13 Appendix .................................................................................................................................14 Appendix A...........................................................................................................................15 Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary .......................16 Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity ..............................17 Appendix B ...........................................................................................................................18 Appendix C ...........................................................................................................................19 3 City of Carlsbad │Roadway Level of Service Analysis February 2020 Introduction This document summarizes the Level of Service (LOS) analysis of 43 roadway segments in the City of Carlsbad. The LOS analysis is used to provide qualitative evaluation based on quantitative calculations of roadway performance. Results of the LOS analysis can identify potential Traffic Signal Management solutions to improve traffic flow, be used to evaluate traffic conditions in future environmental documents and monitor transportation facilities as required by the Growth Management Program (GMP). New State laws, updates to the California Environmental Quality Act (CEQA) and the City’s Transportation Impact Analysis (TIA) Guidelines, all established that auto delay methodologies cannot be used to define environmental impacts related to new developments. Instead, all analyses should be consistent with the most recent version of the Highway Capacity Manual (HCM). The City of Carlsbad has previously used planning-level capacities to associate a daily volume with a level of service on roadway segments, using a constant value commonly set at 1,800 vehicles per hour (vph) per lane. This methodology was inconsistent with the HCM as it did not account for typical roadway factors such as signal spacing or lost time — all of which reduce capacity. As a result, the unadjusted capacity methodology did not adequately reflect actual roadway conditions. The City’s new methodology evaluates roadway facilities using roadway segment capacities adjusted based on specific characteristics of the roadway and quantified using ARTPLAN software consistent with Volume 3 of the HCM, as documented in Carlsbad Roadway Capacity Tables. These capacities consider roadway geometry and operational factors such as type of facility, number of lanes, cycle length, distance between intersections, number of lanes, posted speed limit, and roadway type (e.g. divided or undivided). The Roadway Capacity Tables better reflect actual field conditions and will be used for the new City of Carlsbad TIA Guidelines and GMP monitoring. Analysis Methodology Data was collected by National Data and Surveying Services (NDS) along the study corridors on Wednesday, May 1, 2019 and Tuesday, May 7, 2019 as well as follow up counts along Palomar Airport Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and Cannon from Tuesday September 17, 2019 through Thursday September 19, 2019. This represents typical weekday traffic conditions. Counts were collected midblock at 15-minute increments for a 24-hour period each day. For each roadway segment, the highest volume of the two days peak AM and PM periods were determined by direction. The locations at which data was collected are presented in Figure 1. The highest peak volumes at each location are presented in Figure 2. The analysis was completed using this peak period data, comparing AM/PM peak volumes to the Carlsbad Roadway Capacity Tables to determine LOS. The Appendix to this report includes an evaluation between the new methodology in this report and the old methodology previously used by the City: a)New Methodology: compares AM/PM peak volumes to the Carlsbad Roadway Capacity Tables to determine LOS. b) Unadjusted Capacity Methodology: determines LOS by comparing AM/PM peak volumes to the unadjusted 1,800 vphpl 4 City of Carlsbad │Roadway Level of Service Analysis February 2020 When calculating roadway LOS using the new methodology, a subsequent analysis may be necessary. Per the HCM, a facility, comprised of smaller and contiguous segments between signalized intersections, is reported as failing if the volume along any segment of that facility exceeds its capacity. To address this situation, when a facility reaches LOS D conditions, a subsequent evaluation is conducted to determine if either: a)The volume of any one segment of the facility exceeds its capacity, and the facility should be reported as LOS F; or b) All segments of the facility have volumes under the reported capacity and the facility should remain as LOS D. The comparison in Appendix A is provided for informational purposes to demonstrate the magnitude of change between the methodologies. A flow chart illustrating the subsequent evaluation methodology is provided in Appendix B. 5 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 1- Data Collection Locations 6 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 2- Roadway Peak Volumes 7 City of Carlsbad │Roadway Level of Service Analysis February 2020 Analysis Results The peak direction capacity and resulting LOS from comparison of AM and PM volumes using the new methodology are shown in Table 1. Results using the new methodology are summarized and illustrated in Figure 3. There was construction along Palomar Airport Road from Paseo del Norte to Armada and may explain the low LOS for this roadway segment. Volumes may need to be verified at that location. Using the new methodology, the results support the HCM statement (pages 16-27) that the Roadway Capacity Tables are an appropriate tool for general planning purposes like GMP and determining development-related environmental impacts. Since the Roadway Capacity Tables consider several roadway operational factors, the new methodology captures a more realistic analysis of LOS. 8 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM N/S Streets Count Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS El Camino Real 1 City Limits to Marron Road 3/35/D NB ** ** ** ** 1400 1278 E 1770 F Arterial Street X 3/35/D SB ** ** ** ** 1400 1760 F 1495 F 2 Marron Road to Carlsbad Village Drive 3/35/D NB ** 140 2070 2520 ## 958 C 1314 C Arterial Street 3/35/D SB ** 140 2070 2520 ## 1454 C 1005 C 3 Carlsbad Village Drive to Tamarack Avenue 3/55/D NB 1930 2850 2900 ## ## 816 A 1604 A Arterial Street 3/55/D SB 1930 2850 2900 ## ## 1791 A 788 A 4 Tamarack Avenue to Cannon Road 3/55/D NB ** ** 2400 2800 ## 1332 C 2174 C Arterial Street 3/55/D SB ** ** 2400 2800 ## 2900 F 1354 C 5 Cannon Road to College Boulevard 3/55/D NB ** 1060 1860 ## ## 1484 C 3229 F Arterial Street X 3/55/D SB ** 2150 2900 ## ## 3118 F 1648 B 6 College Boulevard to Palomar Airport Road 3/55/D NB 270 2750 2940 ## ## 1326 B 1813 B Arterial Street 3/55/D SB 270 2750 2940 ## ## 1857 B 1631 B 7 Palomar Airport Road to Camino Vida Roble 3/55/D NB ** ** 1330 2510 2580 1534 D 1598 D Arterial Street X 3/55/D SB ** ** 1330 2510 2580 1715 D 1385 D 8 Camino Vida Roble to Poinsettia Lane 2/55/D NB ** 970 2020 2100 ## 1620 C 1406 C Arterial Street X 3/55/D SB ** 1470 2020 2900 ## 1510 C 1832 C 9 Poinsettia Lane to Aviara Parkway-Alga Road 3/55/D NB ** ** 2100 2820 2900 1782 C 1709 C Arterial Street X 3/55/D SB ** ** 2100 2820 2900 1808 C 1920 C 10 Aviara Parkway-Alga Road to La Costa Avenue 3/55/D NB ** 1390 2580 ## ## 1840 C 2356 C Arterial Street X 3/55/D SB ** 800 1920 ## ## 2751 F 2373 F 11 La Costa Avenue to Leucadia Boulevard 3/55/D NB ** ** 1880 2820 2880 1187 C 1763 C Arterial Street 3/55/D SB ** ** 1880 2820 2880 1987 D 1404 C 9 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM N/S Streets Count Index No. Limits Lane/Posted Speed/Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS College Boulevard 12 City Limits to Carlsbad Village Drive 2/45/D NB ** ** 930 1680 1770 1018 D 1742 E Arterial Street 2/45/D SB ** ** 930 1680 1770 1674 D 991 D 13 Carlsbad Village Drive to Cannon Road 2/45/D NB ** ** 1040 1760 1800 699 C 1575 D Arterial Street 2/45/D SB ** ** 1040 1760 1800 1619 D 728 C 14 El Camino Real to Aston Avenue 2/50/D NB ** ** 390 1440 1810 770 D 632 D Arterial Street 2/50/D SB ** ** 390 1440 1810 578 D 704 D 15 Aston Avenue to Palomar Airport Road 2/50/D NB 880 1680 ## ## ## 1147 B 583 A Arterial Street 2/50/D SB 80 970 1040 ## ## 786 B 1160 F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 2/45/D NB ** ** ** 1130 1630 1057 D 497 D Arterial Street 2/45/D SB ** ** ** 1130 1630 428 D 842 D Melrose Drive 17 City Limits to Palomar Airport Road 4/55/D NB ** ** 1710 2740 2830 1075 C 1672 C Arterial Street 3/55/D SB ** ** ** 930 1630 1917 F 1198 E 18 Palomar Airport Rd to Poinsettia Ln 3/55/D NB ** 490 2720 2880 ## 1630 C 1398 C Arterial Street 3/55/D SB ** 490 2720 2880 ## 1352 C 1295 C 19 Poinsettia Ln to Rancho Santa Fe Rd 3/55/D NB ** ** 1400 2100 ## 1380 C 950 C Arterial Street 3/55/D SB ** ** 1400 2100 ## 846 C 1085 C Rancho Santa Fe 20 City Limits to Camino Junipero 3/55/D NB ** 2520 3160 ## ## 1323 B 2593 C Arterial Street 3/55/D SB ** 2520 3160 ## ## 3156 C 1704 B 21 Camino Junipero to La Costa Avenue 3/55/D NB ** 1400 2660 2700 ## 1167 B 2017 C Arterial Street 3/55/D SB ** 1400 2660 2700 ## 2545 C 1448 C 22 La Costa Avenue to Calle Barcelona 3/50/D NB ** 460 2410 2480 ## 1090 C 2443 D Arterial Street 3/50/D SB ** 460 2410 2480 ## 2172 C 1250 C 23 Calle Barcelona to Olivenhain Road 3/50/D NB ** 540 2810 3040 ## 1205 C 2186 C Arterial Street 3/50/D SB ** 540 2810 3040 ## 2514 C 1704 C 10 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM E/W Streets Count Index No. Limits Lane/Posted Speed/ Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS Cannon Road 24 Avenida Encinas to Paseo del Norte 2/35/D EB ** ** ** 730 1320 1644 F 1029 E Arterial Street 2/35/D WB ** ** ** 730 1320 907 E 1791 F 25 Paseo del Norte to Car Country 2/50/D EB ** 390 1630 1770 1800 1323 C 851 C Arterial Street 2/50/D WB ** 390 1630 1770 1800 752 C 1495 C 26 Car Country to Legoland Dr 2/50/D EB ** 1170 1660 1700 ## 1252 C 963 B Arterial Street 2/50/D WB ** 1170 1660 1700 ## 835 B 1465 C 27 Legoland Dr to Faraday Ave 2/50/D EB ** 270 1280 1320 ## 1044 C 1303 D Arterial Street 2/50/D WB ** 270 1280 1320 ## 1172 C 1096 C 28 Faraday Ave to El Camino Real 2/50/D EB ** ** 1280 1620 ## 402 C 1148 C Arterial Street 2/50/D WB ** ** 1280 1620 ## 1234 C 541 C 29 El Camino Real to College Boulevard 2/50/D EB ** ** 280 1310 1690 813 D 1712 F Arterial Street X 2/50/D WB ** ** 280 1310 1690 1676 E 989 D 11 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 1 – New Methodology Roadway Volume and Level of Service AM/PM E/W Streets Count Index No. Limits Lane/Posted Speed/ Median Type Direction Peak Direction Capacity AM Peak Hour PM Peak Hour Typology Exempt A B C D E Volume LOS Volume LOS Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 1/35/U EB ** 520 760 ## ## 229 B 192 B Arterial Street 1/35/U WB ** 520 760 ## ## 414 B 484 B 311 Avenida Encinas to Paso del Norte 3/35 D EB ** ** ** ** 250 1155 F 1304 F Arterial Street X 2/35/D WB ** ** ** ** 650 1398 F 938 F 32 Paseo del Norte to Armada 3/45/D EB ** ** 1640 2660 2740 2343 D 1833 D Arterial Street X 4/45/D WB ** ** 2250 3570 3680 2233 C 2620 D 33 Armada to Aviara Pkwy 3/55/D EB ** 650 2760 2940 ## 2231 C 1656 C Arterial Street X 3/55/D WB ** 650 2760 2940 ## 2272 C 2702 C 34 Aviara Pkwy to Camino Vida Roble 3/55/D EB 440 2720 2900 ## ## 1795 B 1326 B Arterial Street 3/55/D WB 440 2720 2900 ## ## 1390 B 1831 B 35 Camino Vida Roble to El Camino Real 3/55/D EB ** 790 2140 ## ## 1244 C 1636 C Arterial Street 3/55/D WB ** 790 2140 ## ## 1311 C 1311 C 36 El Camino Real to El Fuerte 3/55/D EB ** 1290 2830 2900 ## 1768 C 2438 C Arterial Street X 3/55/D WB ** 1290 2830 2900 ## 2360 C 1922 C 37 El Fuerte to Melrose Dr 3/55/D EB ** 1230 2860 2940 ## 1584 C 3005 F Arterial Street X 3/55/D WB ** 1230 2860 2940 ## 3247 F 1817 C 38 Melrose Dr to City Limits 3/55/D EB ** 340 2590 2900 ## 1154 C 1933 C Arterial Street 3/55/D WB ** 340 2590 2900 ## 1590 C 1173 C La Costa Avenue 39 Piraeus St to El Camino Real 2/55/D EB ** 1450 1700 ## ## 1402 B 1668 C Arterial Street X 2/55/D WB ** 1450 1700 ## ## 1703 F 1443 B 1 Segment exempt from Interstate-5 to Paseo Del Norte 12 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 3- New Methodology Roadway Level of Service Summary N/S Streets Count Index No. Limits NB Peak Volume Level of Service SB Peak Volume Level of Service El Camino Real 1 City Limits to Marron Road 1770 F 1760 F 2 Marron Road to Carlsbad Village Drive 1314 C 1454 C 3 Carlsbad Village Drive to Tamarack Avenue 1561 A 1791 A 4 Tamarack Avenue to Cannon Road 2174 C 2900 F 5 Cannon Road to College Boulevard 3229 F 3118 F 6 College Boulevard to Palomar Airport Road 1813 B 1857 B 7 Palomar Airport Road to Camino Vida Roble 1598 D 1683 D 8 Camino Vida Roble to Poinsettia Lane 1620 C 1832 C 9 Poinsettia Lane to Aviara Parkway-Alga Road 1782 C 1920 C 10 Aviara Parkway-Alga Road to La Costa Avenue 2271 C 2751 F 11 La Costa Avenue to Leucadia Boulevard 1679 C 1958 D College Boulevard 12 City Limits to Carlsbad Village Drive 1734 E 1674 D 13 Carlsbad Village Drive to Cannon Road 1555 D 1619 D 14 El Camino Real to Aston Avenue 770 D 698 D 15 Aston Avenue to Palomar Airport Road 1147 B 1160 F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 D 842 D Melrose Drive 17 City Limits to Palomar Airport Road 1672 C 1911 F 18 Palomar Airport Rd to Poinsettia Ln 1630 C 1310 C 19 Poinsettia Ln to Rancho Santa Fe Rd 1380 C 1085 C Rancho Santa Fe Road 20 City Limits to Camino Junipero 2593 C 3083 C 21 Camino Junipero to La Costa Avenue 2017 C 2514 C 22 La Costa Avenue to Calle Barcelona 2443 D 2172 C 23 Calle Barcelona to Olivenhain Road 2186 C 2514 C E/W Streets Count Index No. Limits WB Peak Volume Level of Service EB Peak Volume Level of Service Cannon Road 24 Avenida Encinas to Paseo del Norte 1791 F 1644 F 25 Paseo del Norte to Car Country 1495 C 1323 C 26 Car Country to Legoland Dr 1465 C 1252 C 27 Legoland Dr to Faraday Ave 1172 C 1303 D 28 Faraday Ave to El Camino Real 1234 C 1148 C 29 El Camino Real to College Boulevard 1676 E 1712 F Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 484 B 229 B 31 Avenida Encinas to Paso del Norte 1398 F 1304 F 32 Paseo del Norte to Armada 2620 D 2343 D 33 Armada to Aviara Pkwy 2702 C 2231 C 34 Aviara Pkwy to Camino Vida Roble 1831 B 1795 B 35 Camino Vida Roble to El Camino Real 1311 C 1636 C 36 El Camino Real to El Fuerte 2360 C 2438 C 37 El Fuerte to Melrose Dr 3247 F 3005 F 38 Melrose Dr to City Limits 1590 C 1933 C La Costa Avenue 39 Piraeus St to El Camino Real 1703 F 1668 C 13 City of Carlsbad │Roadway Level of Service Analysis February 2020 Upcoming Projects and Recommendations North Coast Corridor Public Works Plan The Caltrans North Coastal Corridor Public Works Plan/Transportation and Resource Enhancement Program provides highway, rail, transit, bike/pedestrian, environmental and coastal access improvements along the 27-mile North Coast Corridor. This project includes realigning the Interstate 5 (I-5) southbound freeway ramp at Palomar Airport Road. 14 City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix Appendix A – Unadjusted Capacity Methodology Roadway Level of Service Appendix B – Evaluating Facility level of Service Appendix C – Midblock Roadway Segment Counts 15 City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix A Results of analysis using the unadjusted capacity of 1,800 vehicles per hour per lane for each roadway segment was completed and included in this appendix for informational purposes. Figure 4 presents and illustrates the results of this analysis. As anticipated, the results show an optimistic but inaccurate representation of roadway operation as many of the roadway segments have a LOS A. Table 2 provides a comparison between the new HCM methodology and the previous unadjusted capacity methodology for each directional roadway segment. 16 City of Carlsbad │Roadway Level of Service Analysis February 2020 Figure 4 - Unadjusted Capacity Methodology Roadway Level of Service Summary N/S Streets Count Index No. Limits NB Peak Volume Level of Service SB Peak Volume Level of Service El Camino Real 1 City Limits to Marron Road 1770 A 1760 A 2 Marron Road to Carlsbad Village Drive 1314 A 1454 A 3 Carlsbad Village Drive to Tamarack Avenue 1604 A 1791 A 4 Tamarack Avenue to Cannon Road 2174 A 2900 A 5 Cannon Road to College Boulevard 3229 D 3118 A 6 College Boulevard to Palomar Airport Road 1813 A 1857 A 7 Palomar Airport Road to Camino Vida Roble 1598 A 1715 A 8 Camino Vida Roble to Poinsettia Lane 1620 A 1832 A 9 Poinsettia Lane to Aviara Parkway-Alga Rd 1782 A 1920 A 10 Aviara Parkway-Alga Road to La Costa Ave 2356 A 2751 C 11 La Costa Avenue to Leucadia Boulevard 1763 A 1987 A College Boulevard 12 City Limits to Carlsbad Village Drive 1742 A 1674 A 13 Carlsbad Village Drive to Cannon Road 1575 A 1619 A 14 El Camino Real to Aston Avenue 770 A 704 A 15 Aston Avenue to Palomar Airport Road 1147 A 1160 A Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane 1057 A 842 A Melrose Drive 17 City Limits to Palomar Airport Road 1672 A 1917 A 18 Palomar Airport Rd to Poinsettia Ln 1630 A 1352 A 19 Poinsettia Ln to Rancho Santa Fe Rd 1380 A 1085 A Rancho Santa Fe Road 20 City Limits to Camino Junipero 2593 A 3156 A 21 Camino Junipero to La Costa Avenue 2017 A 2545 A 22 La Costa Avenue to Calle Barcelona 2443 A 2172 A 23 Calle Barcelona to Olivenhain Road 2186 A 2514 A E/W Streets Count Index No. Limits WB Peak Volume Level of Service EB Peak Volume Level of Service Cannon Road 24 Avenida Encinas to Paseo del Norte 1791 A 1644 A 25 Paseo del Norte to Car Country 1495 A 1323 A 26 Car Country to Legoland Dr 1465 A 1252 A 27 Legoland Dr to Faraday Ave 1172 A 1303 A 28 Faraday Ave to El Camino Real 1234 A 1148 A 29 El Camino Real to College Boulevard 1676 A 1712 A Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas 484 A 229 A 31 Avenida Encinas to Paso del Norte 1398 A 1304 A 32 Paseo del Norte to Armada 2620 A 2343 A 33 Armada to Aviara Pkwy 2702 A 2231 A 34 Aviara Pkwy to Camino Vida Roble 1831 A 1795 A 35 Camino Vida Roble to El Camino Real 1311 A 1636 A 36 El Camino Real to El Fuerte 2360 A 2438 A 37 El Fuerte to Melrose Dr 3247 A 3005 A 38 Melrose Dr to City Limits 1590 A 1933 A La Costa Avenue 39 Piraeus St to El Camino Real 1703 A 1668 A 17 City of Carlsbad │Roadway Level of Service Analysis February 2020 Table 2 – Comparing LOS from New Methodology and Unadjusted Capacity N/S Streets Count Index No. Limits Old LOS Method New LOS Method NB SB NB SB El Camino Real 1 City Limits to Marron Road A A F F 2 Marron Road to Carlsbad Village Drive A A C C 3 Carlsbad Village Drive to Tamarack Avenue A A A A 4 Tamarack Avenue to Cannon Road A A C F 5 Cannon Road to College Boulevard D A F F 6 College Boulevard to Palomar Airport Road A A B B 7 Palomar Airport Road to Camino Vida Roble A A D D 8 Camino Vida Roble to Poinsettia Lane A A C C 9 Poinsettia Lane to Aviara Parkway-Alga Rd A A C C 10 Aviara Parkway-Alga Road to La Costa Ave A C C F 11 La Costa Avenue to Leucadia Boulevard A A C D College Boulevard 12 City Limits to Carlsbad Village Drive A A E D 13 Carlsbad Village Drive to Cannon Road A A D D 14 El Camino Real to Aston Avenue A A D D 15 Aston Avenue to Palomar Airport Road A A B F Aviara Parkway 16 Palomar Airport Road to Poinsettia Lane A A D D Melrose Drive 17 City Limits to Palomar Airport Road A A C F 18 Palomar Airport Rd to Poinsettia Ln A A C C 19 Poinsettia Ln to Rancho Santa Fe Rd A A C C Rancho Santa Fe Road 20 City Limits to Camino Junipero A A C C 21 Camino Junipero to La Costa Avenue A A C C 22 La Costa Avenue to Calle Barcelona A A D C 23 Calle Barcelona to Olivenhain Road A A C C E/W Streets Count Index No. Limits Old LOS Method New LOS Method WB EB WB EB Cannon Road 24 Avenida Encinas to Paseo del Norte A A F F 25 Paseo del Norte to Car Country A A C C 26 Car Country to Legoland Dr A A C C 27 Legoland Dr to Faraday Ave A A C D 28 Faraday Ave to El Camino Real A A C C 29 El Camino Real to College Boulevard A A E F Palomar Airport Road 30 Carlsbad Blvd to Avenida Encinas A A B B 31 Avenida Encinas to Paso del Norte A A F F 32 Paseo del Norte to Armada A A D D 33 Armada to Aviara Pkwy A A C C 34 Aviara Pkwy to Camino Vida Roble A A B B 35 Camino Vida Roble to El Camino Real A A C C 36 El Camino Real to El Fuerte A A C C 37 El Fuerte to Melrose Dr A A F F 38 Melrose Dr to City Limits A A C C La Costa Avenue 39 Piraeus St to El Camino Real A A F C GMP Monitoring TIA Document Collect one mid‐block count on each Facility being monitored Collect one mid‐block count on each segment being evaluated EVALUATING FACILITY LEVEL OF SERVICE (LOS) Add project traffic volumes & forecast for each scenario Evaluate Facility LOS LOS=A LOS=B LOS=C LOS=D LOS=E LOS=F Collect one mid‐block count for each segment as needed if not already available Evaluate V/C for each segment Any segment V/C>1 Facility LOS=D Facility meets LOS D Standard Facility does not meet LOS standard or projected to not meet LOS standard Document facility LOS. For each facility recorded with LOS D also include highest V/C ratio recorded for the segments composing that facility. Facility LOS=F NO NO NO NO NO YES YESNO YES YES YESYES YES The average of the segment volumes define the facility volume Appendix B City of Carlsbad │Roadway Level of Service Analysis February 2020 Appendix C Thirty-nine (39) midblock roadway segment locations were identified by the City of Carlsbad to be studied under the City’s Growth Management Plan Traffic Monitoring Program. Follow up counts along Palomar Airport Road from El Fuerte to Melrose Road and El Camino Real between Tamarack and Cannon were collected to verify data. Counts were collected midblock at 15-minute increments for a 24- hour period each day. Appendix C includes the following information for the 2018-2019 Traffic Monitoring Program Report: •Day One 24-Hour Midblock Volume Report •Day Two 24-Hour Midblock Volume Report •Follow up 24-Hour Midblock Volume Report •24-Hour Volume Plots Midblock Roadway Segment Count Summary Number Segment Segment Location Count Day(s) Count Dates(s) 1 El Camino Real City Limits to Marron Road Thursday April 4, 2019 2 El Camino Real Marron Road to Carlsbad Village Drive Wednesday April 3, 2019 3 El Camino Real Carlsbad Village Drive to Tamarack Avenue Tuesday and Wednesday May 7-8, 2019 4 El Camino Real Tamarack Avenue to Cannon Road Tuesday and Wednesday May 7-8, 2019 4a, 4b, 4c El Camino Real Tamarack Avenue to Cannon Road Monday-Friday September 16-20, 2019 5 El Camino Real Cannon Road to College Boulevard Tuesday and Wednesday May 7-8, 2019 6 El Camino Real College Boulevard to Palomar Airport Road Tuesday and Wednesday May 7-8, 2019 7 El Camino Real Palomar Airport Road to Camino Vida Roble Wednesday and Thursday May 1-2, 2019 8 El Camino Real Camino Vida Roble to Poinsettia Lane Tuesday May 22, 2018 9 El Camino Real Poinsettia Lane to Aviara Parkway-Alga Road Tuesday May 22, 2018 10 El Camino Real Aviara Parkway-Alga Road to La Costa Avenue Wednesday and Thursday May 1-2, 2019 11 El Camino Real La Costa Avenue to Leucadia Boulevard Wednesday and Thursday May 1-2, 2019 12 College Boulevard City Limits to Carlsbad Village Drive Tuesday and Wednesday May 7-8, 2019 13 College Boulevard Carlsbad Village Drive to Cannon Road Tuesday and Wednesday May 7-8, 2019 14 College Boulevard El Camino Real to Aston Avenue Wednesday and Thursday May 8-9, 2019 15 College Boulevard Aston Avenue to Palomar Airport Road Wednesday and Thursday May 8-9, 2019 16 Aviara Parkway Palomar Airport Road to Poinsettia Lane Wednesday and Thursday May 8-9, 2019 17 Melrose Drive City Limits to Palomar Airport Road Wednesday and Thursday May 1-2, 2019 18 Melrose Drive Palomar Airport Rd to Poinsettia Ln Wednesday and Thursday May 1-2, 2019 19 Melrose Drive Poinsettia Ln to Rancho Santa Fe Rd Wednesday and Thursday May 1-2, 2019 20 Rancho Santa Fe City Limits to Camino Junipero Wednesday and Thursday May 1-2, 2019 21 Rancho Santa Fe Camino Junipero to La Costa Avenue Wednesday and Thursday May 1-2, 2019 22 Rancho Santa Fe La Costa Avenue to Calle Barcelona Thursday March 14, 2019 23 Rancho Santa Fe Calle Barcelona to Olivenhain Road Thursday October 11, 2018 24 Cannon Road Avenida Encinas to Paseo del Norte Tuesday and Wednesday May 7-8, 2019 25 Cannon Road Paseo del Norte to Car Country Tuesday and Wednesday May 7-8, 2019 26 Cannon Road Car Country to Legoland Dr Tuesday and Wednesday May 7-8, 2019 27 Cannon Road Legoland Dr to Faraday Ave Tuesday and Wednesday May 7-8, 2019 28 Cannon Road Faraday Ave to El Camino Real Wednesday and Thursday May 8-9, 2019 29 Cannon Road El Camino Real to College Boulevard Tuesday and Wednesday May 7-8, 2019 30 Palomar Airport Road Carlsbad Blvd to Avenida Encinas Wednesday and Thursday May 8-9, 2019 31 Palomar Airport Road Avenida Encinas to Paso del Norte Wednesday and Thursday May 8-9, 2019 Midblock Roadway Segment Count Summary Number Segment Segment Location Count Day(s) Count Dates(s) 32 Palomar Airport Road Paseo del Norte to Armada Tuesday and Wednesday May 7-8, 2019 33 Palomar Airport Road Armada to Aviara Pkwy Wednesday and Thursday May 8-9, 2019 34 Palomar Airport Road Aviara Pkwy to Camino Vida Roble Wednesday and Thursday May 8-9, 2019 35 Palomar Airport Road Camino Vida Roble to El Camino Real Wednesday and Thursday May 8-9, 2019 36 Palomar Airport Road El Camino Real to El Fuerte Wednesday March 20, 2019 37 Palomar Airport Road El Fuerte to Melrose Dr Tuesday and Wednesday September 10-11, 2019 38 Palomar Airport Road Melrose Dr to City Limits Wednesday and Thursday May 1-2, 2019 39 La Costa Avenue Piraeus St to El Camino Real Wednesday and Thursday May 1-2, 2019 City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 1 El Camino Real Between City Limits and Marron Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 2 El Camino Real Between Marron Road and Carlsbad Village Drive 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 3 El Camino Real Between Carlsbad Village Drive and Tamarack Avenue 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_001 NB SB EB WB 12,698 12,537 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 13 13 26 222 153 375 00:15 16 7 23 215 158 37300:30 11 10 21 157 199 35600:45 4 44 3 33 7 77 173 767 178 688 351 145501:00 10 5 15 188 167 35501:15 7 5 12 180 172 35201:30 8 7 15 201 209 41001:45 6 31 2 19 8 50 198 767 184 732 382 149902:00 5 5 10 193 149 342 02:15 2 4 6 236 211 447 02:30 5 4 9 253 216 469 02:45 5 17 5 18 10 35 344 1026 196 772 540 179803:00 3 9 12 301 165 466 03:15 2 7 9 367 177 544 03:30 7 15 22 335 181 516 03:45 5 17 22 53 27 70 370 1373 190 713 560 208604:00 6 22 28 346 166 512 04:15 8 19 27 396 178 574 04:30 11 55 66 390 172 562 04:45 25 50 59 155 84 205 376 1508 191 707 567 221505:00 13 37 50 386 193 579 05:15 23 66 89 409 158 567 05:30 17 134 151 367 139 506 05:45 24 77 182 419 206 496 347 1509 159 649 506 215806:00 49 128 177 287 130 417 06:15 47 180 227 241 140 381 06:30 57 303 360 207 107 314 06:45 96 249 452 1063 548 1312 186 921 102 479 288 140007:00 218 377 595 153 95 248 07:15 179 483 662 135 104 239 07:30 128 475 603 107 75 182 07:45 132 657 456 1791 588 2448 113 508 69 343 182 85108:00 129 373 502 78 81 159 08:15 140 316 456 93 68 161 08:30 126 290 416 73 86 159 08:45 138 533 311 1290 449 1823 73 317 50 285 123 60209:00 144 178 322 63 58 121 09:15 136 187 323 59 64 123 09:30 133 188 321 47 51 98 09:45 135 548 196 749 331 1297 46 215 54 227 100 44210:00 144 146 290 28 23 51 10:15 129 138 267 39 26 65 10:30 143 143 286 52 23 75 10:45 150 566 130 557 280 1123 35 154 22 94 57 24811:00 169 147 316 41 14 55 11:15 189 161 350 25 14 39 11:30 176 162 338 19 12 31 11:45 203 737 178 648 381 1385 22 107 13 53 35 160 TOTALS 3526 6795 10321 9172 5742 14914 SPLIT %34.2%65.8%40.9%61.5%38.5%59.1% NB SB EB WB 12,698 12,537 0 0 AM Peak Hour 11:30 07:00 07:00 16:30 14:15 16:15 AM Pk Volume 816 1791 2448 1561 788 2282 Pk Hr Factor 0.919 0.927 0.924 0.954 0.912 0.985 7 - 9 Volume 1190 3081 0 0 4271 3017 1356 0 0 4373 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:15 16:15 7 - 9 Pk Volume 657 1791 0 0 2448 1561 734 0 0 2282 Pk Hr Factor 0.753 0.927 0.000 0.000 0.924 0.954 0.951 0.000 0.000 0.985 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total25,235 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave 21:3021:4522:00 Total25,235 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_001 NB SB EB WB 12,819 12,112 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 10 10 20 210 145 355 00:15 14 10 24 201 177 37800:30 8 5 13 199 183 38200:45 13 45 6 31 19 76 193 803 215 720 408 152301:00 7 3 10 184 183 36701:15 3 3 6 185 166 35101:30 8 2 10 188 203 39101:45 8 26 4 12 12 38 182 739 180 732 362 147102:00 8 6 14 200 171 371 02:15 4 4 8 220 145 365 02:30 5 7 12 289 180 469 02:45 6 23 4 21 10 44 339 1048 195 691 534 173903:00 1 2 3 270 152 422 03:15 2 6 8 303 177 480 03:30 6 19 25 325 148 473 03:45 8 17 27 54 35 71 397 1295 165 642 562 193704:00 2 24 26 368 161 529 04:15 9 21 30 399 164 563 04:30 11 47 58 386 154 540 04:45 20 42 62 154 82 196 387 1540 172 651 559 219105:00 23 39 62 428 166 594 05:15 21 76 97 403 163 566 05:30 23 128 151 376 178 554 05:45 32 99 181 424 213 523 363 1570 155 662 518 223206:00 48 121 169 270 113 383 06:15 46 189 235 282 125 407 06:30 70 312 382 185 104 289 06:45 108 272 414 1036 522 1308 188 925 131 473 319 139807:00 217 362 579 152 94 246 07:15 154 430 584 146 92 238 07:30 115 441 556 109 66 175 07:45 143 629 505 1738 648 2367 110 517 89 341 199 85808:00 124 348 472 107 60 167 08:15 136 361 497 79 89 168 08:30 125 241 366 77 51 128 08:45 125 510 241 1191 366 1701 91 354 64 264 155 61809:00 121 195 316 73 73 146 09:15 144 179 323 75 49 124 09:30 141 153 294 67 40 107 09:45 149 555 171 698 320 1253 42 257 51 213 93 47010:00 148 154 302 47 38 85 10:15 105 147 252 40 18 58 10:30 167 137 304 42 25 67 10:45 177 597 167 605 344 1202 32 161 14 95 46 25611:00 133 146 279 38 21 59 11:15 180 145 325 19 17 36 11:30 178 140 318 19 8 27 11:45 202 693 179 610 381 1303 26 102 8 54 34 156 TOTALS 3508 6574 10082 9311 5538 14849 SPLIT %34.8%65.2%40.4%62.7%37.3%59.6% NB SB EB WB 12,819 12,112 0 0 AM Peak Hour 11:45 07:00 07:00 16:30 12:45 16:45 AM Pk Volume 812 1738 2367 1604 767 2273 Pk Hr Factor 0.967 0.860 0.913 0.937 0.892 0.957 7 - 9 Volume 1139 2929 0 0 4068 3110 1313 0 0 4423 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:45 16:45 7 - 9 Pk Volume 629 1738 0 0 2367 1604 679 0 0 2273 Pk Hr Factor 0.725 0.860 0.000 0.000 0.913 0.937 0.954 0.000 0.000 0.957 Prepared by NDS/ATDVOLUME El Camino Real Bet. Carlsbad Village Dr & Tamarack Ave Wednesday 5/8/2019 DAILY TOTALS Total24,931 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total24,931 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_001 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Carlsbad Village Dr & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_001 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Carlsbad Village Dr & 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 4 Location: El Camino Real Between Tamarack Avenue and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_002 NB SB EB WB 22,777 20,548 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 32 9 41 410 227 637 00:15 22 7 29 333 266 59900:30 11 10 21 292 251 54300:45 10 75 3 29 13 104 333 1368 297 1041 630 240901:00 15 12 27 311 274 58501:15 10 7 17 304 355 65901:30 19 8 27 313 361 67401:45 11 55 6 33 17 88 334 1262 269 1259 603 252102:00 7 7 14 402 244 646 02:15 5 9 14 437 264 701 02:30 9 9 18 528 335 863 02:45 7 28 12 37 19 65 519 1886 440 1283 959 316903:00 4 6 10 520 291 811 03:15 4 10 14 559 288 847 03:30 11 23 34 544 290 834 03:45 8 27 39 78 47 105 637 2260 316 1185 953 344504:00 12 36 48 732 244 976 04:15 10 46 56 719 283 1002 04:30 13 82 95 730 226 956 04:45 25 60 115 279 140 339 786 2967 306 1059 1092 402605:00 14 89 103 801 250 1051 05:15 24 115 139 812 263 1075 05:30 21 204 225 674 237 911 05:45 38 97 378 786 416 883 716 3003 199 949 915 395206:00 67 206 273 559 192 751 06:15 66 331 397 448 194 642 06:30 86 411 497 357 182 539 06:45 213 432 619 1567 832 1999 363 1727 161 729 524 245607:00 379 675 1054 320 123 443 07:15 295 710 1005 292 114 406 07:30 191 810 1001 234 105 339 07:45 219 1084 817 3012 1036 4096 265 1111 95 437 360 154808:00 166 764 930 165 94 259 08:15 211 631 842 176 118 294 08:30 205 506 711 196 109 305 08:45 221 803 562 2463 783 3266 158 695 86 407 244 110209:00 225 413 638 120 76 196 09:15 186 405 591 106 81 187 09:30 207 338 545 108 71 179 09:45 202 820 312 1468 514 2288 83 417 62 290 145 70710:00 214 241 455 85 41 126 10:15 227 264 491 77 34 111 10:30 263 231 494 96 23 119 10:45 225 929 241 977 466 1906 69 327 28 126 97 45311:00 272 221 493 93 21 114 11:15 264 208 472 53 22 75 11:30 258 272 530 55 23 78 11:45 297 1091 264 965 561 2056 52 253 23 89 75 342 TOTALS 5501 11694 17195 17276 8854 26130 SPLIT %32.0%68.0%39.7%66.1%33.9%60.3% NB SB EB WB 22,777 20,548 0 0 AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30 AM Pk Volume 1332 3101 4096 3129 1354 4174 Pk Hr Factor 0.812 0.949 0.972 0.963 0.769 0.956 7 - 9 Volume 1887 5475 0 0 7362 5970 2008 0 0 7978 7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30 7 - 9 Pk Volume 1084 3101 0 0 4096 3129 1065 0 0 4174 Pk Hr Factor 0.715 0.949 0.000 0.000 0.972 0.963 0.870 0.000 0.000 0.956 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total43,325 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Tamarack Ave & Jackspar Dr 21:3021:4522:00 Total43,325 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_002 NB SB EB WB 20,586 20,225 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 37 12 49 320 233 553 00:15 12 12 24 280 246 52600:30 19 9 28 261 294 55500:45 14 82 7 40 21 122 265 1126 285 1058 550 218401:00 9 10 19 321 287 60801:15 9 5 14 269 258 52701:30 12 6 18 284 344 62801:45 11 41 4 25 15 66 328 1202 313 1202 641 240402:00 9 5 14 353 268 621 02:15 12 8 20 386 279 665 02:30 3 11 14 526 337 863 02:45 9 33 12 36 21 69 522 1787 404 1288 926 307503:00 5 7 12 422 291 713 03:15 5 9 14 476 311 787 03:30 14 28 42 536 272 808 03:45 11 35 48 92 59 127 590 2024 283 1157 873 318104:00 7 33 40 599 268 867 04:15 10 56 66 686 256 942 04:30 16 79 95 662 252 914 04:45 20 53 128 296 148 349 669 2616 275 1051 944 366705:00 20 86 106 709 245 954 05:15 25 131 156 689 241 930 05:30 30 243 273 616 273 889 05:45 44 119 370 830 414 949 572 2586 211 970 783 355606:00 63 214 277 492 216 708 06:15 73 287 360 420 186 606 06:30 101 396 497 359 173 532 06:45 163 400 603 1500 766 1900 304 1575 168 743 472 231807:00 217 560 777 249 131 380 07:15 184 737 921 246 117 363 07:30 192 745 937 199 97 296 07:45 262 855 788 2830 1050 3685 182 876 119 464 301 134008:00 332 657 989 169 97 266 08:15 209 587 796 162 138 300 08:30 195 576 771 143 130 273 08:45 193 929 523 2343 716 3272 137 611 90 455 227 106609:00 189 374 563 161 101 262 09:15 217 337 554 122 72 194 09:30 215 316 531 82 70 152 09:45 186 807 315 1342 501 2149 76 441 79 322 155 76310:00 192 283 475 84 36 120 10:15 193 257 450 72 29 101 10:30 199 229 428 75 35 110 10:45 257 841 275 1044 532 1885 58 289 33 133 91 42211:00 221 218 439 68 22 90 11:15 259 210 469 40 16 56 11:30 274 241 515 40 14 54 11:45 308 1062 269 938 577 2000 48 196 14 66 62 262 TOTALS 5257 11316 16573 15329 8909 24238 SPLIT %31.7%68.3%40.6%63.2%36.8%59.4% NB SB EB WB 20,586 20,225 0 0 AM Peak Hour 11:30 07:15 07:15 16:30 14:30 16:15 AM Pk Volume 1182 2927 3897 2729 1343 3754 Pk Hr Factor 0.923 0.929 0.928 0.962 0.831 0.984 7 - 9 Volume 1784 5173 0 0 6957 5202 2021 0 0 7223 7 - 9 Peak Hour 07:45 07:15 07:15 16:30 16:00 16:15 7 - 9 Pk Volume 998 2927 0 0 3897 2729 1051 0 0 3754 Pk Hr Factor 0.752 0.929 0.000 0.000 0.928 0.962 0.955 0.000 0.000 0.984 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Jackspar Dr Wednesday 5/8/2019 DAILY TOTALS Total40,811 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total40,811 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_002 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Tamarack Ave & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_002 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 4a, 4b, 4c Location: El Camino Real Between Tamarack Avenue and Kelly Drive Between Keely Drive and Lisa Street Between Crestview Drive and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 15 Minute Volume Report Day 3 15 Minute Volume Report Day 4 15 Minute Volume Report Day 5 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 24-Hour Volume Plot Day 3 24-Hour Volume Plot Day 4 24-Hour Volume Plot Day 5 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 14,726 13,662 AM Period NB SB EB WB NB SB EB WB 00:00 14 11 25 158 224 382 00:15 9 12 21 180 195 37500:30 6 7 13 279 213 49200:45 4 33 8 38 12 71 290 907 181 813 471 172001:00 5 8 13 189 189 37801:15 4 4 8 194 202 39601:30 4 4 8 240 194 43401:45 4 17 6 22 10 39 208 831 198 783 406 161402:00 4 5 9 188 209 397 02:15 2 3 5 226 244 470 02:30 7 3 10 251 293 544 02:45 6 19 4 15 10 34 192 857 353 1099 545 195603:00 4 6 10 194 255 449 03:15 7 5 12 179 284 463 03:30 12 0 12 219 335 554 03:45 25 48 6 17 31 65 211 803 404 1278 615 208104:00 16 1 17 181 383 564 04:15 22 5 27 205 394 599 04:30 57 11 68 210 402 612 04:45 83 178 20 37 103 215 205 801 448 1627 653 242805:00 57 9 66 179 459 638 05:15 93 21 114 191 453 644 05:30 149 29 178 167 419 586 05:45 211 510 44 103 255 613 170 707 359 1690 529 239706:00 128 52 180 165 321 486 06:15 170 56 226 157 281 438 06:30 299 86 385 144 238 382 06:45 419 1016 120 314 539 1330 132 598 211 1051 343 164907:00 495 261 756 127 183 310 07:15 572 179 751 124 152 276 07:30 688 149 837 98 151 249 07:45 658 2413 150 739 808 3152 101 450 113 599 214 104908:00 473 152 625 73 76 149 08:15 404 106 510 82 105 187 08:30 414 124 538 88 74 162 08:45 295 1586 134 516 429 2102 52 295 98 353 150 64809:00 281 145 426 64 108 172 09:15 212 132 344 54 71 125 09:30 208 139 347 54 86 140 09:45 188 889 144 560 332 1449 50 222 90 355 140 57710:00 153 145 298 41 79 120 10:15 193 140 333 19 47 66 10:30 176 158 334 28 62 90 10:45 168 690 164 607 332 1297 22 110 36 224 58 33411:00 180 140 320 13 46 59 11:15 153 198 351 14 25 39 11:30 166 173 339 10 21 31 11:45 200 699 195 706 395 1405 10 47 24 116 34 163 TOTALS 8098 3674 11772 6628 9988 16616 SPLIT %68.8%31.2%41.5%39.9%60.1%58.5% NB SB EB WB 0 0 14,726 13,662 AM Peak Hour 07:00 11:45 07:00 12:30 16:45 16:30 AM Pk Volume 2413 827 3152 952 1779 2547 Pk Hr Factor 0.877 0.923 0.941 0.821 0.969 0.975 7 - 9 Volume 0 0 3999 1255 5254 0 0 1508 3317 4825 7 - 9 Peak Hour 07:00 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2413 739 3152 0 0 801 1779 2547 Pk Hr Factor 0.000 0.000 0.877 0.708 0.941 0.000 0.000 0.954 0.969 0.975 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Tamarack Ave & Kelly Dr 21:3021:4522:00 Total28,388 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total28,388 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,478 14,008 AM Period NB SB EB WB NB SB EB WB 00:00 13 13 26 189 202 391 00:15 7 11 18 192 196 38800:30 9 14 23 214 184 39800:45 4 33 15 53 19 86 190 785 155 737 345 152201:00 4 4 8 202 200 40201:15 5 8 13 206 176 38201:30 4 11 15 239 194 43301:45 5 18 5 28 10 46 225 872 201 771 426 164302:00 8 2 10 188 225 413 02:15 9 8 17 231 265 496 02:30 3 5 8 279 306 585 02:45 7 27 7 22 14 49 297 995 308 1104 605 209903:00 4 3 7 191 284 475 03:15 9 4 13 174 277 451 03:30 12 1 13 197 341 538 03:45 26 51 5 13 31 64 200 762 448 1350 648 211204:00 11 7 18 232 374 606 04:15 23 5 28 202 414 616 04:30 50 14 64 205 437 642 04:45 84 168 19 45 103 213 208 847 545 1770 753 261705:00 57 12 69 207 466 673 05:15 92 16 108 186 474 660 05:30 172 23 195 158 455 613 05:45 182 503 30 81 212 584 181 732 405 1800 586 253206:00 139 50 189 183 425 608 06:15 172 62 234 166 331 497 06:30 314 58 372 138 243 381 06:45 490 1115 128 298 618 1413 117 604 174 1173 291 177707:00 476 265 741 124 159 283 07:15 648 157 805 140 156 296 07:30 697 147 844 126 132 258 07:45 713 2534 136 705 849 3239 174 564 149 596 323 116008:00 509 139 648 123 118 241 08:15 477 133 610 84 117 201 08:30 407 106 513 79 90 169 08:45 353 1746 147 525 500 2271 80 366 114 439 194 80509:00 243 125 368 96 90 186 09:15 230 149 379 83 79 162 09:30 199 138 337 59 62 121 09:45 210 882 126 538 336 1420 59 297 51 282 110 57910:00 179 138 317 36 56 92 10:15 182 166 348 34 41 75 10:30 183 153 336 27 61 88 10:45 171 715 152 609 323 1324 10 107 31 189 41 29611:00 170 173 343 22 47 69 11:15 186 164 350 11 28 39 11:30 151 193 344 19 19 38 11:45 190 697 229 759 419 1456 6 58 27 121 33 179 TOTALS 8489 3676 12165 6989 10332 17321 SPLIT %69.8%30.2%41.3%40.3%59.7%58.7% NB SB EB WB 0 0 15,478 14,008 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:30 AM Pk Volume 2567 820 3239 998 1940 2728 Pk Hr Factor 0.900 0.895 0.954 0.840 0.890 0.906 7 - 9 Volume 0 0 4280 1230 5510 0 0 1579 3570 5149 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2567 705 3239 0 0 847 1940 2728 Pk Hr Factor 0.000 0.000 0.900 0.665 0.954 0.000 0.000 0.913 0.890 0.906 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,486 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Tuesday 9/17/2019 DAILY TOTALS Total29,486 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,662 14,141 AM Period NB SB EB WB NB SB EB WB 00:00 16 26 42 173 230 403 00:15 5 11 16 190 205 39500:30 7 7 14 189 219 40800:45 3 31 8 52 11 83 197 749 195 849 392 159801:00 4 12 16 195 183 37801:15 2 10 12 234 170 40401:30 2 4 6 190 191 38101:45 3 11 5 31 8 42 203 822 236 780 439 160202:00 7 8 15 204 269 473 02:15 1 3 4 225 266 491 02:30 11 3 14 301 328 629 02:45 7 26 3 17 10 43 319 1049 332 1195 651 224403:00 4 4 8 197 259 456 03:15 9 6 15 195 291 486 03:30 21 3 24 196 319 515 03:45 31 65 11 24 42 89 220 808 390 1259 610 206704:00 8 4 12 215 408 623 04:15 21 5 26 217 407 624 04:30 48 11 59 233 430 663 04:45 67 144 17 37 84 181 181 846 445 1690 626 253605:00 62 9 71 207 472 679 05:15 100 18 118 244 457 701 05:30 149 20 169 188 446 634 05:45 207 518 40 87 247 605 183 822 363 1738 546 256006:00 143 39 182 150 309 459 06:15 175 63 238 174 298 472 06:30 352 61 413 139 292 431 06:45 406 1076 146 309 552 1385 162 625 211 1110 373 173507:00 494 283 777 102 175 277 07:15 675 137 812 98 204 302 07:30 727 157 884 118 164 282 07:45 644 2540 145 722 789 3262 100 418 119 662 219 108008:00 534 156 690 81 127 208 08:15 510 153 663 105 105 210 08:30 479 141 620 76 103 179 08:45 384 1907 139 589 523 2496 79 341 105 440 184 78109:00 271 129 400 73 94 167 09:15 252 148 400 81 89 170 09:30 199 121 320 65 77 142 09:45 242 964 153 551 395 1515 38 257 71 331 109 58810:00 175 155 330 37 60 97 10:15 192 150 342 43 30 73 10:30 207 145 352 20 50 70 10:45 172 746 173 623 345 1369 19 119 35 175 54 29411:00 168 172 340 18 43 61 11:15 185 168 353 12 32 44 11:30 181 213 394 12 26 38 11:45 190 724 193 746 383 1470 12 54 23 124 35 178 TOTALS 8752 3788 12540 6910 10353 17263 SPLIT %69.8%30.2%42.1%40.0%60.0%57.9% NB SB EB WB 0 0 15,662 14,141 AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:30 AM Pk Volume 2580 847 3262 1049 1820 2669 Pk Hr Factor 0.887 0.921 0.923 0.822 0.964 0.952 7 - 9 Volume 0 0 4447 1311 5758 0 0 1668 3428 5096 7 - 9 Peak Hour 07:15 07:00 07:00 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2580 722 3262 0 0 865 1820 2669 Pk Hr Factor 0.000 0.000 0.887 0.638 0.923 0.000 0.000 0.886 0.964 0.952 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,803 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Wednesday 9/18/2019 DAILY TOTALS Total29,803 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 15,708 14,048 AM Period NB SB EB WB NB SB EB WB 00:00 7 17 24 194 210 404 00:15 7 16 23 154 207 36100:30 11 14 25 236 204 44000:45 5 30 8 55 13 85 257 841 183 804 440 164501:00 3 3 6 230 214 44401:15 2 5 7 219 241 46001:30 5 6 11 234 213 44701:45 7 17 11 25 18 42 232 915 222 890 454 180502:00 4 6 10 179 243 422 02:15 7 8 15 197 253 450 02:30 5 5 10 279 305 584 02:45 4 20 4 23 8 43 282 937 280 1081 562 201803:00 8 2 10 212 272 484 03:15 13 1 14 207 318 525 03:30 16 3 19 225 364 589 03:45 26 63 7 13 33 76 211 855 399 1353 610 220804:00 15 10 25 208 399 607 04:15 26 5 31 207 413 620 04:30 48 11 59 223 398 621 04:45 64 153 21 47 85 200 219 857 474 1684 693 254105:00 63 11 74 223 445 668 05:15 91 19 110 186 446 632 05:30 152 26 178 226 450 676 05:45 197 503 30 86 227 589 203 838 430 1771 633 260906:00 138 47 185 168 307 475 06:15 201 50 251 159 272 431 06:30 329 52 381 126 245 371 06:45 422 1090 110 259 532 1349 118 571 204 1028 322 159907:00 524 270 794 139 182 321 07:15 721 162 883 109 196 305 07:30 726 150 876 122 149 271 07:45 628 2599 138 720 766 3319 92 462 134 661 226 112308:00 552 142 694 69 106 175 08:15 473 139 612 80 113 193 08:30 389 140 529 77 110 187 08:45 359 1773 154 575 513 2348 78 304 100 429 178 73309:00 254 123 377 77 97 174 09:15 222 138 360 82 79 161 09:30 214 160 374 63 58 121 09:45 233 923 126 547 359 1470 59 281 50 284 109 56510:00 165 143 308 43 58 101 10:15 195 144 339 42 72 114 10:30 150 150 300 31 66 97 10:45 211 721 155 592 366 1313 20 136 36 232 56 36811:00 175 160 335 15 43 58 11:15 193 207 400 22 37 59 11:30 178 196 374 19 25 44 11:45 209 755 203 766 412 1521 8 64 18 123 26 187 TOTALS 8647 3708 12355 7061 10340 17401 SPLIT %70.0%30.0%41.5%40.6%59.4%58.5% NB SB EB WB 0 0 15,708 14,048 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45 AM Pk Volume 2627 824 3319 980 1815 2669 Pk Hr Factor 0.905 0.981 0.940 0.869 0.957 0.963 7 - 9 Volume 0 0 4372 1295 5667 0 0 1695 3455 5150 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2627 720 3319 0 0 872 1815 2669 Pk Hr Factor 0.000 0.000 0.905 0.667 0.940 0.000 0.000 0.978 0.957 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total29,756 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Thursday 9/19/2019 DAILY TOTALS Total29,756 Day:City:Carlsbad Date:Project #:CA19_4341_001 NB SB EB WB 0 0 17,827 15,283 AM Period NB SB EB WB NB SB EB WB 00:00 5 29 34 274 260 534 00:15 12 21 33 251 238 48900:30 10 12 22 234 208 44200:45 3 30 7 69 10 99 264 1023 189 895 453 191801:00 5 9 14 242 224 46601:15 5 10 15 277 258 53501:30 8 6 14 288 217 50501:45 5 23 6 31 11 54 291 1098 220 919 511 201702:00 6 6 12 295 261 556 02:15 4 8 12 346 316 662 02:30 11 6 17 421 333 754 02:45 8 29 4 24 12 53 410 1472 353 1263 763 273503:00 10 7 17 249 384 633 03:15 18 4 22 334 323 657 03:30 17 3 20 305 354 659 03:45 29 74 4 18 33 92 298 1186 409 1470 707 265604:00 14 5 19 264 421 685 04:15 20 3 23 257 438 695 04:30 51 13 64 263 451 714 04:45 84 169 22 43 106 212 255 1039 477 1787 732 282605:00 59 8 67 220 403 623 05:15 96 18 114 218 483 701 05:30 160 25 185 224 465 689 05:45 181 496 28 79 209 575 202 864 372 1723 574 258706:00 131 46 177 192 344 536 06:15 185 49 234 179 345 524 06:30 298 72 370 203 320 523 06:45 417 1031 105 272 522 1303 178 752 281 1290 459 204207:00 422 261 683 176 200 376 07:15 593 168 761 114 193 307 07:30 641 142 783 128 159 287 07:45 585 2241 144 715 729 2956 110 528 135 687 245 121508:00 514 152 666 98 138 236 08:15 438 138 576 89 112 201 08:30 352 110 462 111 99 210 08:45 337 1641 162 562 499 2203 96 394 84 433 180 82709:00 254 129 383 122 106 228 09:15 250 162 412 127 119 246 09:30 231 142 373 196 114 310 09:45 246 981 165 598 411 1579 170 615 80 419 250 103410:00 179 163 342 74 80 154 10:15 166 171 337 49 66 115 10:30 197 177 374 42 77 119 10:45 199 741 166 677 365 1418 45 210 65 288 110 49811:00 205 208 413 38 62 100 11:15 253 195 448 26 57 83 11:30 315 205 520 34 40 74 11:45 289 1062 232 840 521 1902 30 128 22 181 52 309 TOTALS 8518 3928 12446 9309 11355 20664 SPLIT %68.4%31.6%37.6%45.0%55.0%62.4% NB SB EB WB 0 0 17,827 15,283 AM Peak Hour 07:15 11:45 07:00 14:00 16:45 16:00 AM Pk Volume 2333 938 2956 1472 1828 2826 Pk Hr Factor 0.910 0.902 0.944 0.874 0.946 0.965 7 - 9 Volume 0 0 3882 1277 5159 0 0 1903 3510 5413 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00 7 - 9 Pk Volume 0 0 2333 715 2956 0 0 1039 1828 2826 Pk Hr Factor 0.000 0.000 0.910 0.685 0.944 0.000 0.000 0.984 0.946 0.965 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,110 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Tamarack Ave & Kelly Dr Friday 9/20/2019 DAILY TOTALS Total33,110 Project #:CA19_4341_001 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Tamarack Ave & Kelly Dr Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_001 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Tamarack Ave & Kelly Dr 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 15,568 14,601 AM Period NB SB EB WB NB SB EB WB 00:00 15 14 29 169 245 414 00:15 9 14 23 181 210 39100:30 6 7 13 289 232 52100:45 3 33 8 43 11 76 286 925 173 860 459 178501:00 6 8 14 194 206 40001:15 6 6 12 202 216 41801:30 4 5 9 262 209 47101:45 5 21 5 24 10 45 206 864 200 831 406 169502:00 4 4 8 168 226 394 02:15 2 3 5 218 320 538 02:30 6 3 9 287 300 587 02:45 7 19 5 15 12 34 243 916 334 1180 577 209603:00 4 6 10 194 280 474 03:15 8 5 13 186 295 481 03:30 13 0 13 229 363 592 03:45 25 50 6 17 31 67 241 850 420 1358 661 220804:00 16 1 17 195 429 624 04:15 26 4 30 213 406 619 04:30 61 12 73 232 444 676 04:45 85 188 18 35 103 223 212 852 501 1780 713 263205:00 61 8 69 177 496 673 05:15 98 23 121 198 500 698 05:30 155 23 178 192 484 676 05:45 213 527 39 93 252 620 170 737 388 1868 558 260506:00 152 53 205 180 361 541 06:15 165 59 224 173 313 486 06:30 282 83 365 134 259 393 06:45 443 1042 123 318 566 1360 144 631 217 1150 361 178107:00 478 264 742 126 190 316 07:15 584 199 783 115 167 282 07:30 728 185 913 96 169 265 07:45 697 2487 189 837 886 3324 95 432 120 646 215 107808:00 570 144 714 74 86 160 08:15 452 114 566 84 104 188 08:30 440 118 558 84 80 164 08:45 326 1788 137 513 463 2301 51 293 102 372 153 66509:00 297 152 449 63 107 170 09:15 247 139 386 49 81 130 09:30 235 140 375 49 88 137 09:45 197 976 154 585 351 1561 47 208 92 368 139 57610:00 173 156 329 40 78 118 10:15 209 136 345 22 51 73 10:30 218 156 374 27 64 91 10:45 201 801 182 630 383 1431 23 112 39 232 62 34411:00 190 160 350 11 40 51 11:15 177 202 379 15 25 40 11:30 193 173 366 8 22 30 11:45 212 772 200 735 412 1507 10 44 24 111 34 155 TOTALS 8704 3845 12549 6864 10756 17620 SPLIT %69.4%30.6%41.6%39.0%61.0%58.4% NB SB EB WB 0 0 15,568 14,601 AM Peak Hour 07:15 11:45 07:00 12:30 16:45 16:30 AM Pk Volume 2579 887 3324 971 1981 2760 Pk Hr Factor 0.886 0.905 0.910 0.840 0.989 0.968 7 - 9 Volume 0 0 4275 1350 5625 0 0 1589 3648 5237 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2579 837 3324 0 0 852 1981 2760 Pk Hr Factor 0.000 0.000 0.886 0.793 0.910 0.000 0.000 0.918 0.989 0.968 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Kelly Dr & Lisa St 21:3021:4522:00 Total30,169 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total30,169 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,265 15,021 AM Period NB SB EB WB NB SB EB WB 00:00 11 16 27 199 221 420 00:15 6 13 19 196 217 41300:30 9 13 22 221 195 41600:45 5 31 16 58 21 89 195 811 192 825 387 163601:00 4 5 9 211 195 40601:15 5 8 13 207 217 42401:30 5 11 16 247 197 44401:45 5 19 6 30 11 49 218 883 227 836 445 171902:00 7 1 8 195 272 467 02:15 7 8 15 212 279 491 02:30 4 5 9 337 300 637 02:45 4 22 5 19 9 41 320 1064 316 1167 636 223103:00 5 4 9 198 312 510 03:15 10 4 14 175 283 458 03:30 11 1 12 221 375 596 03:45 26 52 4 13 30 65 202 796 488 1458 690 225404:00 13 7 20 238 400 638 04:15 23 5 28 212 466 678 04:30 56 12 68 218 460 678 04:45 84 176 17 41 101 217 201 869 595 1921 796 279005:00 59 11 70 212 468 680 05:15 99 17 116 201 518 719 05:30 172 20 192 182 492 674 05:45 195 525 30 78 225 603 187 782 475 1953 662 273506:00 144 53 197 177 447 624 06:15 184 60 244 180 358 538 06:30 333 69 402 159 248 407 06:45 517 1178 128 310 645 1488 116 632 190 1243 306 187507:00 487 276 763 123 177 300 07:15 695 173 868 151 177 328 07:30 737 172 909 121 137 258 07:45 737 2656 192 813 929 3469 176 571 159 650 335 122108:00 619 131 750 122 142 264 08:15 521 138 659 84 124 208 08:30 435 116 551 73 94 167 08:45 386 1961 149 534 535 2495 71 350 115 475 186 82509:00 267 127 394 98 93 191 09:15 266 152 418 85 82 167 09:30 207 144 351 53 69 122 09:45 208 948 143 566 351 1514 56 292 55 299 111 59110:00 190 134 324 34 59 93 10:15 187 170 357 36 42 78 10:30 182 156 338 23 63 86 10:45 190 749 161 621 351 1370 14 107 33 197 47 30411:00 164 189 353 23 45 68 11:15 204 183 387 12 27 39 11:30 166 191 357 16 20 36 11:45 198 732 230 793 428 1525 8 59 29 121 37 180 TOTALS 9049 3876 12925 7216 11145 18361 SPLIT %70.0%30.0%41.3%39.3%60.7%58.7% NB SB EB WB 0 0 16,265 15,021 AM Peak Hour 07:15 11:45 07:00 14:15 16:45 16:30 AM Pk Volume 2788 863 3469 1067 2073 2873 Pk Hr Factor 0.946 0.938 0.934 0.792 0.871 0.902 7 - 9 Volume 0 0 4617 1347 5964 0 0 1651 3874 5525 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:30 7 - 9 Pk Volume 0 0 2788 813 3469 0 0 869 2073 2873 Pk Hr Factor 0.000 0.000 0.946 0.736 0.934 0.000 0.000 0.913 0.871 0.902 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,286 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Tuesday 9/17/2019 DAILY TOTALS Total31,286 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,564 15,244 AM Period NB SB EB WB NB SB EB WB 00:00 12 22 34 190 252 442 00:15 6 11 17 193 208 40100:30 6 8 14 202 217 41900:45 3 27 7 48 10 75 216 801 209 886 425 168701:00 2 12 14 198 204 40201:15 3 11 14 241 199 44001:30 2 6 8 204 219 42301:45 2 9 5 34 7 43 197 840 261 883 458 172302:00 6 9 15 183 290 473 02:15 2 2 4 198 306 504 02:30 9 3 12 344 334 678 02:45 8 25 3 17 11 42 337 1062 347 1277 684 233903:00 3 5 8 210 293 503 03:15 10 5 15 195 282 477 03:30 20 3 23 209 349 558 03:45 31 64 7 20 38 84 224 838 433 1357 657 219504:00 8 4 12 236 411 647 04:15 21 5 26 227 451 678 04:30 55 10 65 237 459 696 04:45 70 154 16 35 86 189 205 905 483 1804 688 270905:00 64 9 73 217 499 716 05:15 108 20 128 251 498 749 05:30 152 18 170 202 518 720 05:45 212 536 39 86 251 622 183 853 403 1918 586 277106:00 150 41 191 152 358 510 06:15 200 63 263 163 333 496 06:30 365 67 432 163 322 485 06:45 430 1145 154 325 584 1470 163 641 225 1238 388 187907:00 487 283 770 107 200 307 07:15 742 146 888 106 216 322 07:30 826 193 1019 122 176 298 07:45 655 2710 184 806 839 3516 92 427 136 728 228 115508:00 677 137 814 83 133 216 08:15 551 164 715 102 116 218 08:30 528 163 691 84 109 193 08:45 412 2168 141 605 553 2773 81 350 111 469 192 81909:00 300 146 446 68 100 168 09:15 269 142 411 78 97 175 09:30 228 131 359 63 82 145 09:45 255 1052 161 580 416 1632 43 252 70 349 113 60110:00 190 157 347 37 62 99 10:15 199 158 357 38 35 73 10:30 216 169 385 21 53 74 10:45 182 787 180 664 362 1451 17 113 40 190 57 30311:00 176 190 366 16 47 63 11:15 184 183 367 12 31 43 11:30 192 227 419 13 24 37 11:45 202 754 199 799 401 1553 10 51 24 126 34 177 TOTALS 9431 4019 13450 7133 11225 18358 SPLIT %70.1%29.9%42.3%38.9%61.1%57.7% NB SB EB WB 0 0 16,564 15,244 AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:45 AM Pk Volume 2900 886 3560 1089 1998 2873 Pk Hr Factor 0.878 0.879 0.873 0.791 0.964 0.959 7 - 9 Volume 0 0 4878 1411 6289 0 0 1758 3722 5480 7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:45 7 - 9 Pk Volume 0 0 2900 806 3560 0 0 910 1998 2873 Pk Hr Factor 0.000 0.000 0.878 0.712 0.873 0.000 0.000 0.906 0.964 0.959 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,808 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Wednesday 9/18/2019 DAILY TOTALS Total31,808 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 16,139 15,081 AM Period NB SB EB WB NB SB EB WB 00:00 8 19 27 197 235 432 00:15 8 17 25 167 230 39700:30 12 12 24 243 202 44500:45 4 32 9 57 13 89 245 852 208 875 453 172701:00 3 3 6 228 257 48501:15 2 6 8 195 264 45901:30 5 6 11 287 230 51701:45 6 16 12 27 18 43 251 961 211 962 462 192302:00 4 6 10 189 259 448 02:15 6 8 14 199 261 460 02:30 5 5 10 299 314 613 02:45 4 19 4 23 8 42 290 977 301 1135 591 211203:00 8 2 10 212 293 505 03:15 15 1 16 199 331 530 03:30 15 1 16 227 404 631 03:45 28 66 6 10 34 76 222 860 411 1439 633 229904:00 15 9 24 214 440 654 04:15 26 5 31 223 454 677 04:30 47 11 58 244 422 666 04:45 70 158 19 44 89 202 228 909 525 1841 753 275005:00 67 10 77 223 467 690 05:15 99 20 119 201 506 707 05:30 158 23 181 232 506 738 05:45 195 519 30 83 225 602 207 863 463 1942 670 280506:00 149 53 202 193 352 545 06:15 202 56 258 155 294 449 06:30 330 48 378 123 267 390 06:45 423 1104 113 270 536 1374 111 582 206 1119 317 170107:00 529 274 803 132 200 332 07:15 710 181 891 113 199 312 07:30 721 174 895 118 168 286 07:45 625 2585 179 808 804 3393 96 459 148 715 244 117408:00 620 140 760 76 128 204 08:15 503 148 651 85 122 207 08:30 380 139 519 77 120 197 08:45 383 1886 153 580 536 2466 75 313 107 477 182 79009:00 260 127 387 76 90 166 09:15 242 139 381 85 86 171 09:30 243 164 407 60 63 123 09:45 227 972 135 565 362 1537 60 281 57 296 117 57710:00 178 137 315 38 62 100 10:15 193 145 338 40 65 105 10:30 162 162 324 29 65 94 10:45 232 765 175 619 407 1384 21 128 37 229 58 35711:00 161 191 352 14 54 68 11:15 200 208 408 24 37 61 11:30 198 205 403 18 22 40 11:45 207 766 233 837 440 1603 10 66 15 128 25 194 TOTALS 8888 3923 12811 7251 11158 18409 SPLIT %69.4%30.6%41.0%39.4%60.6%59.0% NB SB EB WB 0 0 16,139 15,081 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45 AM Pk Volume 2676 903 3393 1000 2004 2888 Pk Hr Factor 0.928 0.961 0.948 0.836 0.954 0.959 7 - 9 Volume 0 0 4471 1388 5859 0 0 1772 3783 5555 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2676 808 3393 0 0 918 2004 2888 Pk Hr Factor 0.000 0.000 0.928 0.737 0.948 0.000 0.000 0.941 0.954 0.959 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,220 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Thursday 9/19/2019 DAILY TOTALS Total31,220 Day:City:Carlsbad Date:Project #:CA19_4341_002 NB SB EB WB 0 0 18,438 16,433 AM Period NB SB EB WB NB SB EB WB 00:00 5 30 35 265 282 547 00:15 10 23 33 277 252 52900:30 9 16 25 244 218 46200:45 5 29 8 77 13 106 272 1058 224 976 496 203401:00 3 8 11 251 245 49601:15 4 12 16 272 255 52701:30 5 7 12 306 247 55301:45 6 18 5 32 11 50 283 1112 242 989 525 210102:00 6 6 12 295 310 605 02:15 4 8 12 301 349 650 02:30 11 6 17 492 328 820 02:45 9 30 5 25 14 55 417 1505 379 1366 796 287103:00 9 7 16 266 387 653 03:15 19 3 22 360 335 695 03:30 16 4 20 318 392 710 03:45 31 75 2 16 33 91 290 1234 441 1555 731 278904:00 14 6 20 270 459 729 04:15 21 3 24 262 468 730 04:30 53 13 66 280 487 767 04:45 84 172 18 40 102 212 264 1076 513 1927 777 300305:00 58 8 66 237 447 684 05:15 98 20 118 228 496 724 05:30 166 22 188 234 519 753 05:45 186 508 32 82 218 590 219 918 402 1864 621 278206:00 144 47 191 192 370 562 06:15 185 49 234 192 384 576 06:30 312 79 391 193 327 520 06:45 422 1063 110 285 532 1348 183 760 312 1393 495 215307:00 438 276 714 178 232 410 07:15 588 180 768 130 202 332 07:30 625 174 799 126 166 292 07:45 624 2275 187 817 811 3092 115 549 147 747 262 129608:00 561 152 713 102 140 242 08:15 467 136 603 93 116 209 08:30 369 116 485 114 113 227 08:45 357 1754 162 566 519 2320 104 413 98 467 202 88009:00 268 144 412 125 105 230 09:15 257 175 432 117 126 243 09:30 248 154 402 208 121 329 09:45 255 1028 177 650 432 1678 170 620 85 437 255 105710:00 201 163 364 79 74 153 10:15 177 200 377 42 65 107 10:30 205 181 386 48 86 134 10:45 208 791 177 721 385 1512 45 214 71 296 116 51011:00 183 231 414 36 65 101 11:15 279 219 498 25 57 82 11:30 345 204 549 32 42 74 11:45 307 1114 263 917 570 2031 29 122 24 188 53 310 TOTALS 8857 4228 13085 9581 12205 21786 SPLIT %67.7%32.3%37.5%44.0%56.0%62.5% NB SB EB WB 0 0 18,438 16,433 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:00 AM Pk Volume 2398 1015 3092 1535 1975 3003 Pk Hr Factor 0.959 0.900 0.953 0.780 0.951 0.966 7 - 9 Volume 0 0 4029 1383 5412 0 0 1994 3791 5785 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:45 16:00 7 - 9 Pk Volume 0 0 2398 817 3092 0 0 1076 1975 3003 Pk Hr Factor 0.000 0.000 0.959 0.740 0.953 0.000 0.000 0.961 0.951 0.966 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total34,871 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Kelly Dr & Lisa St Friday 9/20/2019 DAILY TOTALS Total34,871 Project #:CA19_4341_002 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Kelly Dr & Lisa St Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_002 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Kelly Dr & Lisa St 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 15,714 15,136 AM Period NB SB EB WB NB SB EB WB 00:00 16 17 33 188 245 433 00:15 11 15 26 201 228 42900:30 10 9 19 236 244 48000:45 6 43 8 49 14 92 265 890 186 903 451 179301:00 8 8 16 209 208 41701:15 3 7 10 203 233 43601:30 3 4 7 233 203 43601:45 4 18 6 25 10 43 191 836 206 850 397 168602:00 5 4 9 198 255 453 02:15 5 3 8 191 310 501 02:30 10 3 13 305 331 636 02:45 10 30 4 14 14 44 269 963 328 1224 597 218703:00 5 5 10 235 290 525 03:15 12 5 17 221 314 535 03:30 12 0 12 223 398 621 03:45 21 50 6 16 27 66 218 897 447 1449 665 234604:00 25 1 26 194 443 637 04:15 32 6 38 206 453 659 04:30 54 10 64 209 455 664 04:45 72 183 16 33 88 216 256 865 506 1857 762 272205:00 65 11 76 214 540 754 05:15 93 20 113 190 531 721 05:30 153 23 176 187 512 699 05:45 199 510 37 91 236 601 180 771 422 2005 602 277606:00 149 47 196 177 374 551 06:15 189 49 238 160 307 467 06:30 309 87 396 146 268 414 06:45 455 1102 114 297 569 1399 147 630 223 1172 370 180207:00 492 259 751 111 204 315 07:15 595 189 784 122 181 303 07:30 681 173 854 109 174 283 07:45 709 2477 166 787 875 3264 99 441 148 707 247 114808:00 568 147 715 83 90 173 08:15 489 127 616 80 115 195 08:30 409 118 527 60 92 152 08:45 359 1825 131 523 490 2348 65 288 99 396 164 68409:00 270 163 433 65 124 189 09:15 267 133 400 55 88 143 09:30 243 134 377 42 87 129 09:45 221 1001 167 597 388 1598 47 209 93 392 140 60110:00 191 145 336 33 84 117 10:15 190 137 327 29 54 83 10:30 188 166 354 22 68 90 10:45 198 767 175 623 373 1390 25 109 41 247 66 35611:00 192 160 352 12 42 54 11:15 171 215 386 13 27 40 11:30 192 190 382 15 22 37 11:45 202 757 199 764 401 1521 12 52 24 115 36 167 TOTALS 8763 3819 12582 6951 11317 18268 SPLIT %69.6%30.4%40.8%38.1%61.9%59.2% NB SB EB WB 0 0 15,714 15,136 AM Peak Hour 07:15 11:45 07:00 14:30 16:45 16:45 AM Pk Volume 2553 916 3264 1030 2089 2936 Pk Hr Factor 0.900 0.935 0.933 0.844 0.967 0.963 7 - 9 Volume 0 0 4302 1310 5612 0 0 1636 3862 5498 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2553 787 3264 0 0 885 2089 2936 Pk Hr Factor 0.000 0.000 0.900 0.760 0.933 0.000 0.000 0.864 0.967 0.963 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 9/16/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Monday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Crestview Dr & Cannon Rd 21:3021:4522:00 Total30,850 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total30,850 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 16,294 15,549 AM Period NB SB EB WB NB SB EB WB 00:00 10 18 28 184 222 406 00:15 6 15 21 210 223 43300:30 11 16 27 214 195 40900:45 2 29 17 66 19 95 216 824 193 833 409 165701:00 1 5 6 199 193 39201:15 2 7 9 240 245 48501:30 3 10 13 237 191 42801:45 9 15 6 28 15 43 211 887 223 852 434 173902:00 3 1 4 206 282 488 02:15 5 8 13 206 289 495 02:30 3 6 9 334 307 641 02:45 2 13 5 20 7 33 356 1102 360 1238 716 234003:00 6 3 9 202 323 525 03:15 6 3 9 210 289 499 03:30 15 1 16 209 417 626 03:45 19 46 5 12 24 58 222 843 491 1520 713 236304:00 15 7 22 240 430 670 04:15 28 5 33 196 473 669 04:30 62 11 73 224 527 751 04:45 77 182 14 37 91 219 213 873 588 2018 801 289105:00 61 11 72 202 514 716 05:15 87 14 101 221 545 766 05:30 165 18 183 189 463 652 05:45 191 504 31 74 222 578 185 797 517 2039 702 283606:00 158 44 202 186 483 669 06:15 203 57 260 181 355 536 06:30 325 69 394 154 252 406 06:45 492 1178 123 293 615 1471 120 641 211 1301 331 194207:00 485 265 750 141 188 329 07:15 667 167 834 133 173 306 07:30 715 161 876 101 164 265 07:45 725 2592 179 772 904 3364 153 528 174 699 327 122708:00 613 124 737 104 151 255 08:15 525 140 665 73 127 200 08:30 404 137 541 73 114 187 08:45 411 1953 120 521 531 2474 74 324 120 512 194 83609:00 282 134 416 80 101 181 09:15 242 154 396 87 91 178 09:30 230 132 362 51 79 130 09:45 239 993 139 559 378 1552 45 263 56 327 101 59010:00 206 144 350 26 69 95 10:15 200 177 377 37 42 79 10:30 174 171 345 24 68 92 10:45 181 761 143 635 324 1396 19 106 38 217 57 32311:00 195 193 388 18 48 66 11:15 167 196 363 13 32 45 11:30 208 219 427 9 24 33 11:45 214 784 234 842 448 1626 16 56 30 134 46 190 TOTALS 9050 3859 12909 7244 11690 18934 SPLIT %70.1%29.9%40.5%38.3%61.7%59.5% NB SB EB WB 0 0 16,294 15,549 AM Peak Hour 07:15 11:30 07:00 14:00 16:30 16:30 AM Pk Volume 2720 898 3364 1102 2174 3034 Pk Hr Factor 0.938 0.959 0.930 0.774 0.924 0.947 7 - 9 Volume 0 0 4545 1293 5838 0 0 1670 4057 5727 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2720 772 3364 0 0 873 2174 3034 Pk Hr Factor 0.000 0.000 0.938 0.728 0.930 0.000 0.000 0.909 0.924 0.947 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total31,843 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Tuesday 9/17/2019 DAILY TOTALS Total31,843 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 16,663 15,789 AM Period NB SB EB WB NB SB EB WB 00:00 9 23 32 189 273 462 00:15 4 11 15 204 217 42100:30 10 9 19 214 241 45500:45 4 27 7 50 11 77 218 825 216 947 434 177201:00 9 14 23 212 203 41501:15 4 12 16 242 221 46301:30 4 7 11 207 218 42501:45 3 20 5 38 8 58 211 872 268 910 479 178202:00 5 8 13 200 298 498 02:15 4 2 6 222 315 537 02:30 2 4 6 330 332 662 02:45 5 16 2 16 7 32 339 1091 364 1309 703 240003:00 3 5 8 207 303 510 03:15 11 4 15 212 286 498 03:30 12 1 13 237 405 642 03:45 28 54 7 17 35 71 246 902 443 1437 689 233904:00 12 5 17 256 445 701 04:15 30 4 34 230 457 687 04:30 50 9 59 257 503 760 04:45 76 168 16 34 92 202 225 968 499 1904 724 287205:00 70 8 78 238 534 772 05:15 91 15 106 262 532 794 05:30 146 15 161 214 531 745 05:45 190 497 41 79 231 576 188 902 415 2012 603 291406:00 163 41 204 174 360 534 06:15 194 64 258 186 349 535 06:30 337 75 412 173 303 476 06:45 433 1127 142 322 575 1449 160 693 251 1263 411 195607:00 500 270 770 114 218 332 07:15 688 143 831 111 222 333 07:30 772 168 940 122 190 312 07:45 661 2621 173 754 834 3375 92 439 144 774 236 121308:00 641 137 778 91 153 244 08:15 522 145 667 97 134 231 08:30 489 177 666 78 129 207 08:45 434 2086 141 600 575 2686 86 352 125 541 211 89309:00 297 143 440 65 111 176 09:15 256 130 386 75 104 179 09:30 221 128 349 64 85 149 09:45 210 984 152 553 362 1537 41 245 80 380 121 62510:00 193 159 352 35 61 96 10:15 209 162 371 33 44 77 10:30 221 172 393 21 53 74 10:45 203 826 182 675 385 1501 16 105 43 201 59 30611:00 182 204 386 19 49 68 11:15 184 182 366 13 37 50 11:30 197 242 439 15 27 42 11:45 224 787 209 837 433 1624 9 56 23 136 32 192 TOTALS 9213 3975 13188 7450 11814 19264 SPLIT %69.9%30.1%40.6%38.7%61.3%59.4% NB SB EB WB 0 0 16,663 15,789 AM Peak Hour 07:15 11:30 07:15 14:15 16:45 16:30 AM Pk Volume 2762 941 3383 1098 2096 3050 Pk Hr Factor 0.894 0.862 0.900 0.810 0.981 0.960 7 - 9 Volume 0 0 4707 1354 6061 0 0 1870 3916 5786 7 - 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2762 754 3383 0 0 982 2096 3050 Pk Hr Factor 0.000 0.000 0.894 0.698 0.900 0.000 0.000 0.937 0.981 0.960 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total32,452 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Wednesday 9/18/2019 DAILY TOTALS Total32,452 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 17,413 15,685 AM Period NB SB EB WB NB SB EB WB 00:00 11 20 31 212 241 453 00:15 7 20 27 172 244 41600:30 12 14 26 264 201 46500:45 2 32 8 62 10 94 278 926 234 920 512 184601:00 3 2 5 236 261 49701:15 2 8 10 227 265 49201:30 7 7 14 313 250 56301:45 7 19 11 28 18 47 279 1055 210 986 489 204102:00 4 6 10 202 286 488 02:15 8 9 17 233 254 487 02:30 5 6 11 300 339 639 02:45 6 23 4 25 10 48 313 1048 310 1189 623 223703:00 8 2 10 228 325 553 03:15 15 0 15 223 334 557 03:30 15 2 17 248 448 696 03:45 30 68 7 11 37 79 239 938 428 1535 667 247304:00 16 8 24 238 467 705 04:15 28 5 33 237 503 740 04:30 50 9 59 247 459 706 04:45 70 164 18 40 88 204 246 968 515 1944 761 291205:00 69 8 77 240 508 748 05:15 108 17 125 214 504 718 05:30 165 22 187 263 518 781 05:45 212 554 24 71 236 625 206 923 488 2018 694 294106:00 156 57 213 186 358 544 06:15 235 54 289 164 295 459 06:30 347 49 396 131 296 427 06:45 505 1243 108 268 613 1511 123 604 222 1171 345 177507:00 569 270 839 134 239 373 07:15 674 168 842 116 203 319 07:30 779 166 945 129 175 304 07:45 688 2710 164 768 852 3478 98 477 157 774 255 125108:00 696 135 831 81 133 214 08:15 561 144 705 84 134 218 08:30 435 140 575 74 135 209 08:45 434 2126 157 576 591 2702 73 312 121 523 194 83509:00 303 132 435 76 103 179 09:15 270 138 408 80 97 177 09:30 274 152 426 64 66 130 09:45 261 1108 134 556 395 1664 59 279 62 328 121 60710:00 193 138 331 40 69 109 10:15 216 152 368 37 74 111 10:30 180 163 343 24 70 94 10:45 244 833 177 630 421 1463 22 123 40 253 62 37611:00 178 206 384 13 57 70 11:15 210 215 425 20 40 60 11:30 212 221 433 18 27 45 11:45 220 820 229 871 449 1691 9 60 14 138 23 198 TOTALS 9700 3906 13606 7713 11779 19492 SPLIT %71.3%28.7%41.1%39.6%60.4%58.9% NB SB EB WB 0 0 17,413 15,685 AM Peak Hour 07:15 11:30 07:00 14:15 16:45 16:45 AM Pk Volume 2837 935 3478 1074 2045 3008 Pk Hr Factor 0.910 0.958 0.920 0.858 0.987 0.963 7 - 9 Volume 0 0 4836 1344 6180 0 0 1891 3962 5853 7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:45 16:45 7 - 9 Pk Volume 0 0 2837 768 3478 0 0 970 2045 3008 Pk Hr Factor 0.000 0.000 0.910 0.711 0.920 0.000 0.000 0.982 0.987 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,098 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Thursday 9/19/2019 DAILY TOTALS Total33,098 Day:City:Carlsbad Date:Project #:CA19_4341_003 NB SB EB WB 0 0 19,377 16,910 AM Period NB SB EB WB NB SB EB WB 00:00 6 34 40 282 294 576 00:15 10 21 31 288 263 55100:30 13 18 31 265 218 48300:45 3 32 11 84 14 116 299 1134 229 1004 528 213801:00 4 7 11 277 265 54201:15 5 13 18 295 250 54501:30 6 8 14 321 259 58001:45 3 18 5 33 8 51 320 1213 258 1032 578 224502:00 6 8 14 327 329 656 02:15 4 5 9 347 335 682 02:30 9 7 16 504 344 848 02:45 10 29 4 24 14 53 456 1634 401 1409 857 304303:00 10 7 17 267 388 655 03:15 20 3 23 352 379 731 03:30 19 5 24 334 418 752 03:45 30 79 1 16 31 95 307 1260 464 1649 771 290904:00 17 5 22 283 472 755 04:15 22 3 25 279 482 761 04:30 55 15 70 293 524 817 04:45 90 184 16 39 106 223 250 1105 516 1994 766 309905:00 60 8 68 271 484 755 05:15 101 16 117 245 518 763 05:30 175 23 198 226 514 740 05:45 193 529 25 72 218 601 229 971 415 1931 644 290206:00 151 46 197 210 347 557 06:15 207 49 256 209 424 633 06:30 328 76 404 221 299 520 06:45 448 1134 115 286 563 1420 185 825 327 1397 512 222207:00 466 262 728 180 245 425 07:15 581 167 748 133 214 347 07:30 644 171 815 138 180 318 07:45 655 2346 174 774 829 3120 120 571 153 792 273 136308:00 565 139 704 100 171 271 08:15 473 138 611 94 121 215 08:30 397 130 527 119 122 241 08:45 371 1806 156 563 527 2369 102 415 102 516 204 93109:00 276 156 432 130 115 245 09:15 271 151 422 127 147 274 09:30 269 164 433 202 130 332 09:45 269 1085 171 642 440 1727 185 644 79 471 264 111510:00 205 162 367 82 84 166 10:15 183 198 381 53 74 127 10:30 224 212 436 53 83 136 10:45 226 838 165 737 391 1575 44 232 75 316 119 54811:00 217 248 465 38 65 103 11:15 288 221 509 25 62 87 11:30 349 187 536 34 47 81 11:45 311 1165 273 929 584 2094 31 128 26 200 57 328 TOTALS 9245 4199 13444 10132 12711 22843 SPLIT %68.8%31.2%37.0%44.4%55.6%63.0% NB SB EB WB 0 0 19,377 16,910 AM Peak Hour 07:15 11:45 07:00 14:00 16:30 15:45 AM Pk Volume 2445 1048 3120 1634 2042 3104 Pk Hr Factor 0.933 0.891 0.941 0.811 0.974 0.950 7 - 9 Volume 0 0 4152 1337 5489 0 0 2076 3925 6001 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2445 774 3120 0 0 1105 2042 3101 Pk Hr Factor 0.000 0.000 0.933 0.739 0.941 0.000 0.000 0.943 0.974 0.949 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,287 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Crestview Dr & Cannon Rd Friday 9/20/2019 DAILY TOTALS Total36,287 Project #:CA19_4341_003 City:Carlsbad Location:Date:9/16/2019El Camino Real Bet. Crestview Dr & Cannon Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/17/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/18/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/19/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4341_003 City:Carlsbad Location:Date:9/20/2019 Prepared by NDS/ATD El Camino Real Bet. Crestview Dr & Cannon 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 5 Location: El Camino Real Between Cannon Road and College Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_003 NB SB EB WB 23,944 22,183 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 31 10 0 0 41 443 238 0 0 681 00:15 22 7 0 0 29 367 279 0 0 64600:30 17 13 0 0 30 330 272 0 0 60200:45 10 80 5 35 0 0 15 115 328 1468 303 1092 0 0 631 256001:00 15 10 0 0 25 361 294 0 0 65501:15 12 9 0 0 21 300 393 0 0 69301:30 20 6 0 0 26 357 423 0 0 78001:45 13 60 7 32 0 0 20 92 356 1374 332 1442 0 0 688 281602:00 10 6 0 0 16 443 266 0 0 709 02:15 5 8 0 0 13 452 336 0 0 788 02:30 10 10 0 0 20 594 388 0 0 982 02:45 10 35 12 36 0 0 22 71 578 2067 545 1535 0 0 1123 360203:00 6 6 0 0 12 560 365 0 0 925 03:15 2 9 0 0 11 576 350 0 0 926 03:30 14 23 0 0 37 688 331 0 0 1019 03:45 9 31 39 77 0 0 48 108 681 2505 354 1400 0 0 1035 390504:00 15 35 0 0 50 795 298 0 0 1093 04:15 12 50 0 0 62 728 321 0 0 1049 04:30 12 89 0 0 101 854 279 0 0 1133 04:45 30 69 120 294 0 0 150 363 810 3187 361 1259 0 0 1171 444605:00 17 90 0 0 107 799 314 0 0 1113 05:15 24 108 0 0 132 766 301 0 0 1067 05:30 27 220 0 0 247 752 280 0 0 1032 05:45 50 118 354 772 0 0 404 890 637 2954 256 1151 0 0 893 410506:00 68 199 0 0 267 553 233 0 0 786 06:15 64 324 0 0 388 461 245 0 0 706 06:30 105 415 0 0 520 380 217 0 0 597 06:45 230 467 604 1542 0 0 834 2009 354 1748 184 879 0 0 538 262707:00 401 673 0 0 1074 311 135 0 0 446 07:15 309 706 0 0 1015 287 123 0 0 410 07:30 195 810 0 0 1005 243 122 0 0 365 07:45 208 1113 831 3020 0 0 1039 4133 240 1081 121 501 0 0 361 158208:00 191 771 0 0 962 163 98 0 0 261 08:15 216 656 0 0 872 190 139 0 0 329 08:30 234 545 0 0 779 192 117 0 0 309 08:45 216 857 567 2539 0 0 783 3396 150 695 94 448 0 0 244 114309:00 216 413 0 0 629 124 83 0 0 207 09:15 184 420 0 0 604 99 89 0 0 188 09:30 227 351 0 0 578 107 76 0 0 183 09:45 220 847 344 1528 0 0 564 2375 91 421 66 314 0 0 157 73510:00 230 257 0 0 487 76 46 0 0 122 10:15 254 292 0 0 546 73 30 0 0 103 10:30 260 267 0 0 527 98 26 0 0 124 10:45 253 997 239 1055 0 0 492 2052 62 309 30 132 0 0 92 44111:00 290 224 0 0 514 84 24 0 0 108 11:15 311 239 0 0 550 50 22 0 0 72 11:30 283 270 0 0 553 50 25 0 0 75 11:45 344 1228 271 1004 0 0 615 2232 49 233 25 96 0 0 74 329 TOTALS 5902 11934 17836 18042 10249 28291 SPLIT %33.1%66.9%38.7%63.8%36.2%61.3% NB SB EB WB 23,944 22,183 0 0 AM Peak Hour 11:45 07:15 07:00 16:30 14:30 16:30 AM Pk Volume 1484 3118 4133 3229 1648 4484 Pk Hr Factor 0.837 0.938 0.962 0.945 0.756 0.957 7 - 9 Volume 1970 5559 0 0 7529 6141 2410 0 0 8551 7 - 9 Peak Hour 07:00 07:15 07:00 16:30 16:15 16:30 7 - 9 Pk Volume 1113 3118 0 0 4133 3229 1275 0 0 4484 Pk Hr Factor 0.694 0.938 0.000 0.000 0.962 0.945 0.883 0.000 0.000 0.957 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total46,127 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Jackspar Dr & College Blvd 21:3021:4522:00 Total46,127 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_003 NB SB EB WB 24,088 21,410 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 33 12 0 0 45 395 281 0 0 676 00:15 14 14 0 0 28 303 267 0 0 57000:30 22 10 0 0 32 320 333 0 0 65300:45 19 88 7 43 0 0 26 131 278 1296 308 1189 0 0 586 248501:00 10 10 0 0 20 398 306 0 0 70401:15 9 5 0 0 14 323 277 0 0 60001:30 12 7 0 0 19 371 352 0 0 72301:45 14 45 4 26 0 0 18 71 384 1476 342 1277 0 0 726 275302:00 9 5 0 0 14 446 285 0 0 731 02:15 15 8 0 0 23 415 302 0 0 717 02:30 8 10 0 0 18 695 364 0 0 1059 02:45 8 40 11 34 0 0 19 74 606 2162 455 1406 0 0 1061 356803:00 4 7 0 0 11 510 319 0 0 829 03:15 6 8 0 0 14 577 331 0 0 908 03:30 13 26 0 0 39 670 297 0 0 967 03:45 10 33 50 91 0 0 60 124 692 2449 298 1245 0 0 990 369404:00 9 32 0 0 41 774 301 0 0 1075 04:15 12 61 0 0 73 687 257 0 0 944 04:30 19 77 0 0 96 854 258 0 0 1112 04:45 21 61 133 303 0 0 154 364 754 3069 286 1102 0 0 1040 417105:00 23 91 0 0 114 854 277 0 0 1131 05:15 29 131 0 0 160 741 258 0 0 999 05:30 28 245 0 0 273 675 279 0 0 954 05:45 54 134 379 846 0 0 433 980 649 2919 222 1036 0 0 871 395506:00 64 219 0 0 283 546 241 0 0 787 06:15 83 292 0 0 375 461 222 0 0 683 06:30 119 397 0 0 516 441 167 0 0 608 06:45 176 442 607 1515 0 0 783 1957 311 1759 191 821 0 0 502 258007:00 275 576 0 0 851 294 144 0 0 438 07:15 189 775 0 0 964 283 117 0 0 400 07:30 225 789 0 0 1014 244 104 0 0 348 07:45 286 975 821 2961 0 0 1107 3936 209 1030 125 490 0 0 334 152008:00 376 689 0 0 1065 212 99 0 0 311 08:15 230 629 0 0 859 204 130 0 0 334 08:30 211 592 0 0 803 175 136 0 0 311 08:45 257 1074 553 2463 0 0 810 3537 158 749 89 454 0 0 247 120309:00 189 395 0 0 584 200 112 0 0 312 09:15 237 376 0 0 613 158 78 0 0 236 09:30 235 328 0 0 563 96 65 0 0 161 09:45 227 888 362 1461 0 0 589 2349 96 550 75 330 0 0 171 88010:00 223 288 0 0 511 95 36 0 0 131 10:15 235 281 0 0 516 74 33 0 0 107 10:30 262 258 0 0 520 90 35 0 0 125 10:45 269 989 285 1112 0 0 554 2101 68 327 31 135 0 0 99 46211:00 282 242 0 0 524 66 20 0 0 86 11:15 303 226 0 0 529 44 17 0 0 61 11:30 371 245 0 0 616 49 15 0 0 64 11:45 364 1320 289 1002 0 0 653 2322 54 213 16 68 0 0 70 281 TOTALS 6089 11857 17946 17999 9553 27552 SPLIT %33.9%66.1%39.4%65.3%34.7%60.6% NB SB EB WB 24,088 21,410 0 0 AM Peak Hour 11:15 07:15 07:15 16:30 14:30 16:30 AM Pk Volume 1433 3074 4150 3203 1469 4282 Pk Hr Factor 0.907 0.936 0.937 0.938 0.807 0.947 7 - 9 Volume 2049 5424 0 0 7473 5988 2138 0 0 8126 7 - 9 Peak Hour 07:30 07:15 07:15 16:30 16:00 16:30 7 - 9 Pk Volume 1117 3074 0 0 4150 3203 1102 0 0 4282 Pk Hr Factor 0.743 0.936 0.000 0.000 0.937 0.938 0.915 0.000 0.000 0.947 Prepared by NDS/ATDVOLUME El Camino Real Bet. Jackspar Dr & College Blvd Wednesday 5/8/2019 DAILY TOTALS Total45,498 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total45,498 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_003 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. Jackspar Dr & College Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_003 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. Jackspar Dr & College 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 6 Location: El Camino Real Between College Boulevard and Palomar Airport Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_004 NB SB EB WB 18,317 19,801 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 19 9 0 0 28 330 454 0 0 784 00:15 12 7 0 0 19 341 362 0 0 70300:30 7 10 0 0 17 320 337 0 0 65700:45 5 43 5 31 0 0 10 74 366 1357 347 1500 0 0 713 285701:00 8 9 0 0 17 369 378 0 0 74701:15 10 6 0 0 16 395 353 0 0 74801:30 11 8 0 0 19 342 378 0 0 72001:45 5 34 5 28 0 0 10 62 320 1426 317 1426 0 0 637 285202:00 6 6 0 0 12 306 355 0 0 661 02:15 4 7 0 0 11 331 336 0 0 667 02:30 6 6 0 0 12 362 373 0 0 735 02:45 5 21 5 24 0 0 10 45 387 1386 449 1513 0 0 836 289903:00 5 4 0 0 9 362 393 0 0 755 03:15 3 8 0 0 11 373 305 0 0 678 03:30 8 17 0 0 25 385 402 0 0 787 03:45 14 30 19 48 0 0 33 78 395 1515 425 1525 0 0 820 304004:00 13 20 0 0 33 447 367 0 0 814 04:15 10 32 0 0 42 400 384 0 0 784 04:30 18 49 0 0 67 472 369 0 0 841 04:45 41 82 66 167 0 0 107 249 452 1771 387 1507 0 0 839 327805:00 38 41 0 0 79 466 467 0 0 933 05:15 46 53 0 0 99 423 408 0 0 831 05:30 64 106 0 0 170 425 364 0 0 789 05:45 123 271 163 363 0 0 286 634 380 1694 320 1559 0 0 700 325306:00 89 139 0 0 228 369 297 0 0 666 06:15 116 166 0 0 282 236 241 0 0 477 06:30 120 225 0 0 345 249 211 0 0 460 06:45 255 580 393 923 0 0 648 1503 210 1064 193 942 0 0 403 200607:00 320 469 0 0 789 202 147 0 0 349 07:15 256 516 0 0 772 196 91 0 0 287 07:30 264 474 0 0 738 163 90 0 0 253 07:45 340 1180 398 1857 0 0 738 3037 151 712 107 435 0 0 258 114708:00 285 463 0 0 748 130 77 0 0 207 08:15 313 429 0 0 742 136 79 0 0 215 08:30 293 446 0 0 739 100 83 0 0 183 08:45 296 1187 377 1715 0 0 673 2902 98 464 72 311 0 0 170 77509:00 254 302 0 0 556 97 67 0 0 164 09:15 240 329 0 0 569 63 69 0 0 132 09:30 211 302 0 0 513 79 71 0 0 150 09:45 220 925 254 1187 0 0 474 2112 67 306 35 242 0 0 102 54810:00 224 304 0 0 528 51 39 0 0 90 10:15 238 204 0 0 442 46 27 0 0 73 10:30 211 260 0 0 471 45 25 0 0 70 10:45 180 853 253 1021 0 0 433 1874 51 193 30 121 0 0 81 31411:00 277 256 0 0 533 43 28 0 0 71 11:15 230 269 0 0 499 29 23 0 0 52 11:30 247 358 0 0 605 39 22 0 0 61 11:45 335 1089 378 1261 0 0 713 2350 23 134 22 95 0 0 45 229 TOTALS 6295 8625 14920 12022 11176 23198 SPLIT %42.2%57.8%39.1%51.8%48.2%60.9% NB SB EB WB 18,317 19,801 0 0 AM Peak Hour 11:45 07:00 07:00 16:30 16:30 16:30 AM Pk Volume 1326 1857 3037 1813 1631 3444 Pk Hr Factor 0.972 0.900 0.962 0.960 0.873 0.923 7 - 9 Volume 2367 3572 0 0 5939 3465 3066 0 0 6531 7 - 9 Peak Hour 07:45 07:00 07:00 16:30 16:30 16:30 7 - 9 Pk Volume 1231 1857 0 0 3037 1813 1631 0 0 3444 Pk Hr Factor 0.905 0.900 0.000 0.000 0.962 0.960 0.873 0.000 0.000 0.923 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total38,118 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. College Blvd & Palomar Airport Rd 21:3021:4522:00 Total38,118 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_004 NB SB EB WB 17,321 17,843 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 21 11 0 0 32 313 336 0 0 649 00:15 10 14 0 0 24 273 308 0 0 58100:30 16 13 0 0 29 308 344 0 0 65200:45 10 57 5 43 0 0 15 100 348 1242 268 1256 0 0 616 249801:00 6 10 0 0 16 355 275 0 0 63001:15 6 2 0 0 8 322 272 0 0 59401:30 10 5 0 0 15 293 277 0 0 57001:45 8 30 1 18 0 0 9 48 298 1268 341 1165 0 0 639 243302:00 5 6 0 0 11 284 298 0 0 582 02:15 7 3 0 0 10 310 259 0 0 569 02:30 5 6 0 0 11 350 308 0 0 658 02:45 3 20 5 20 0 0 8 40 348 1292 394 1259 0 0 742 255103:00 4 3 0 0 7 326 315 0 0 641 03:15 9 3 0 0 12 322 283 0 0 605 03:30 8 25 0 0 33 351 317 0 0 668 03:45 18 39 22 53 0 0 40 92 350 1349 345 1260 0 0 695 260904:00 7 23 0 0 30 409 358 0 0 767 04:15 17 32 0 0 49 417 307 0 0 724 04:30 23 48 0 0 71 408 312 0 0 720 04:45 40 87 66 169 0 0 106 256 383 1617 347 1324 0 0 730 294105:00 35 50 0 0 85 439 341 0 0 780 05:15 46 60 0 0 106 361 338 0 0 699 05:30 78 119 0 0 197 331 345 0 0 676 05:45 128 287 169 398 0 0 297 685 344 1475 286 1310 0 0 630 278506:00 76 141 0 0 217 302 254 0 0 556 06:15 113 204 0 0 317 260 244 0 0 504 06:30 123 253 0 0 376 251 177 0 0 428 06:45 218 530 317 915 0 0 535 1445 216 1029 195 870 0 0 411 189907:00 261 440 0 0 701 163 147 0 0 310 07:15 239 444 0 0 683 177 101 0 0 278 07:30 264 432 0 0 696 179 104 0 0 283 07:45 369 1133 443 1759 0 0 812 2892 147 666 104 456 0 0 251 112208:00 350 418 0 0 768 140 84 0 0 224 08:15 306 347 0 0 653 127 88 0 0 215 08:30 290 327 0 0 617 112 114 0 0 226 08:45 283 1229 396 1488 0 0 679 2717 112 491 71 357 0 0 183 84809:00 248 273 0 0 521 126 97 0 0 223 09:15 235 250 0 0 485 113 59 0 0 172 09:30 216 289 0 0 505 59 42 0 0 101 09:45 216 915 244 1056 0 0 460 1971 55 353 53 251 0 0 108 60410:00 220 244 0 0 464 60 36 0 0 96 10:15 216 260 0 0 476 62 35 0 0 97 10:30 212 269 0 0 481 43 34 0 0 77 10:45 227 875 278 1051 0 0 505 1926 43 208 32 137 0 0 75 34511:00 220 273 0 0 493 40 22 0 0 62 11:15 237 270 0 0 507 25 16 0 0 41 11:30 252 291 0 0 543 28 12 0 0 40 11:45 299 1008 333 1167 0 0 632 2175 28 121 11 61 0 0 39 182 TOTALS 6210 8137 14347 11111 9706 20817 SPLIT %43.3%56.7%40.8%53.4%46.6%59.2% NB SB EB WB 17,321 17,843 0 0 AM Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15 AM Pk Volume 1315 1759 2959 1647 1371 2954 Pk Hr Factor 0.891 0.990 0.911 0.938 0.988 0.947 7 - 9 Volume 2362 3247 0 0 5609 3092 2634 0 0 5726 7 - 9 Peak Hour 07:45 07:00 07:15 16:15 16:45 16:15 7 - 9 Pk Volume 1315 1759 0 0 2959 1647 1371 0 0 2954 Pk Hr Factor 0.891 0.990 0.000 0.000 0.911 0.938 0.988 0.000 0.000 0.947 Prepared by NDS/ATDVOLUME El Camino Real Bet. College Blvd & Palomar Airport Rd Wednesday 5/8/2019 DAILY TOTALS Total35,164 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total35,164 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_004 City:Carlsbad Location:Date:5/7/2019El Camino Real Bet. College Blvd & Palomar Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_004 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD El Camino Real Bet. College Blvd & Palomar 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 7 Location: El Camino Real Between Palomar Airport Road and Camino Vida Roble Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_005 NB SB EB WB 18,710 17,271 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 25 9 34 302 264 566 00:15 13 7 20 272 239 51100:30 20 6 26 295 275 57000:45 9 67 8 30 17 97 278 1147 267 1045 545 219201:00 11 18 29 335 219 55401:15 21 5 26 365 240 60501:30 14 4 18 315 271 58601:45 4 50 5 32 9 82 305 1320 305 1035 610 235502:00 5 2 7 290 249 539 02:15 14 5 19 334 245 579 02:30 6 5 11 358 285 643 02:45 5 30 6 18 11 48 353 1335 326 1105 679 244003:00 6 3 9 342 325 667 03:15 3 7 10 319 304 623 03:30 14 15 29 355 283 638 03:45 22 45 18 43 40 88 340 1356 312 1224 652 258004:00 12 10 22 364 280 644 04:15 9 10 19 361 309 670 04:30 14 43 57 421 333 754 04:45 34 69 55 118 89 187 380 1526 324 1246 704 277205:00 35 44 79 386 342 728 05:15 37 61 98 411 386 797 05:30 48 90 138 381 308 689 05:45 88 208 150 345 238 553 353 1531 279 1315 632 284606:00 80 135 215 339 276 615 06:15 115 207 322 343 276 619 06:30 169 255 424 259 210 469 06:45 221 585 292 889 513 1474 243 1184 220 982 463 216607:00 273 430 703 249 153 402 07:15 250 434 684 187 129 316 07:30 294 461 755 179 122 301 07:45 379 1196 358 1683 737 2879 163 778 123 527 286 130508:00 389 405 794 162 93 255 08:15 398 371 769 127 108 235 08:30 262 369 631 119 82 201 08:45 433 1482 406 1551 839 3033 134 542 94 377 228 91909:00 294 290 584 164 98 262 09:15 350 281 631 128 83 211 09:30 278 309 587 91 65 156 09:45 222 1144 265 1145 487 2289 99 482 61 307 160 78910:00 287 224 511 75 39 114 10:15 259 232 491 73 51 124 10:30 291 242 533 92 35 127 10:45 263 1100 242 940 505 2040 74 314 26 151 100 46511:00 238 249 487 47 30 77 11:15 286 265 551 25 16 41 11:30 285 282 567 24 16 40 11:45 290 1099 294 1090 584 2189 24 120 11 73 35 193 TOTALS 7075 7884 14959 11635 9387 21022 SPLIT %47.3%52.7%41.6%55.3%44.7%58.4% NB SB EB WB 18,710 17,271 0 0 AM Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30 AM Pk Volume 1482 1683 3055 1598 1385 2983 Pk Hr Factor 0.856 0.913 0.962 0.949 0.897 0.936 7 - 9 Volume 2678 3234 0 0 5912 3057 2561 0 0 5618 7 - 9 Peak Hour 08:00 07:00 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 1482 1683 0 0 3055 1598 1385 0 0 2983 Pk Hr Factor 0.856 0.913 0.000 0.000 0.962 0.949 0.897 0.000 0.000 0.936 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble 21:3021:4522:00 Total35,981 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,981 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_005 NB SB EB WB 19,181 17,809 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 27 16 43 281 316 597 00:15 25 9 34 299 320 61900:30 17 10 27 298 293 59100:45 10 79 9 44 19 123 308 1186 269 1198 577 238401:00 13 11 24 358 280 63801:15 21 6 27 313 276 58901:30 7 5 12 294 309 60301:45 11 52 7 29 18 81 327 1292 297 1162 624 245402:00 6 2 8 286 248 534 02:15 5 3 8 302 267 569 02:30 4 4 8 339 266 605 02:45 7 22 7 16 14 38 330 1257 348 1129 678 238603:00 8 5 13 334 305 639 03:15 5 7 12 337 272 609 03:30 11 13 24 372 288 660 03:45 22 46 18 43 40 89 332 1375 303 1168 635 254304:00 10 15 25 403 302 705 04:15 9 17 26 390 305 695 04:30 11 30 41 395 316 711 04:45 39 69 55 117 94 186 351 1539 317 1240 668 277905:00 32 38 70 378 367 745 05:15 46 67 113 394 335 729 05:30 43 99 142 370 322 692 05:45 93 214 134 338 227 552 370 1512 287 1311 657 282306:00 103 145 248 335 263 598 06:15 146 175 321 322 260 582 06:30 150 275 425 272 224 496 06:45 327 726 326 921 653 1647 226 1155 194 941 420 209607:00 286 379 665 265 163 428 07:15 259 478 737 186 157 343 07:30 335 464 799 201 123 324 07:45 379 1259 394 1715 773 2974 211 863 127 570 338 143308:00 374 378 752 136 105 241 08:15 393 416 809 152 98 250 08:30 388 402 790 125 85 210 08:45 349 1504 384 1580 733 3084 123 536 86 374 209 91009:00 308 299 607 138 92 230 09:15 321 279 600 130 86 216 09:30 251 292 543 102 72 174 09:45 291 1171 291 1161 582 2332 139 509 68 318 207 82710:00 246 270 516 111 60 171 10:15 225 261 486 79 52 131 10:30 302 239 541 83 42 125 10:45 244 1017 272 1042 516 2059 79 352 33 187 112 53911:00 294 217 511 51 28 79 11:15 294 308 602 32 24 56 11:30 344 291 635 29 17 46 11:45 375 1307 302 1118 677 2425 27 139 18 87 45 226 TOTALS 7466 8124 15590 11715 9685 21400 SPLIT %47.9%52.1%42.1%54.7%45.3%57.9% NB SB EB WB 19,181 17,809 0 0 AM Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30 AM Pk Volume 1534 1715 3133 1539 1341 2853 Pk Hr Factor 0.976 0.897 0.968 0.955 0.913 0.957 7 - 9 Volume 2763 3295 0 0 6058 3051 2551 0 0 5602 7 - 9 Peak Hour 07:45 07:00 07:30 16:00 16:45 16:30 7 - 9 Pk Volume 1534 1715 0 0 3133 1539 1341 0 0 2853 Pk Hr Factor 0.976 0.897 0.000 0.000 0.968 0.955 0.913 0.000 0.000 0.957 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,990 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. Palomar Airport Rd & Camino Vida Roble Thursday 5/2/2019 DAILY TOTALS Total36,990 Project #:CA19_4201_005 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_005 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. Palomar Airport Rd & 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 8 El Camino Real Between Camino Vida Roble and Poinsettia Lane 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 9 El Camino Real Between Poinsettia Lane and Aviara Parkway-Alga Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 10 Location: El Camino Real Between Aviara Parkway-Alga Road and La Costa Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_006 NB SB EB WB 25,343 27,208 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 26 9 35 371 420 791 00:15 20 9 29 385 407 79200:30 24 4 28 415 429 84400:45 13 83 5 27 18 110 364 1535 395 1651 759 318601:00 12 24 36 414 418 83201:15 11 12 23 459 401 86001:30 7 5 12 410 394 80401:45 10 40 8 49 18 89 409 1692 386 1599 795 329102:00 6 4 10 414 376 790 02:15 5 5 10 389 463 852 02:30 4 3 7 465 428 893 02:45 11 26 6 18 17 44 518 1786 434 1701 952 348703:00 4 8 12 475 473 948 03:15 7 4 11 528 496 1024 03:30 12 10 22 490 456 946 03:45 21 44 35 57 56 101 521 2014 500 1925 1021 393904:00 13 14 27 528 458 986 04:15 10 26 36 545 502 1047 04:30 18 53 71 589 485 1074 04:45 44 85 70 163 114 248 551 2213 568 2013 1119 422605:00 43 77 120 512 549 1061 05:15 38 90 128 619 641 1260 05:30 73 112 185 579 615 1194 05:45 107 261 148 427 255 688 528 2238 511 2316 1039 455406:00 111 232 343 521 449 970 06:15 139 295 434 492 416 908 06:30 183 366 549 415 372 787 06:45 230 663 487 1380 717 2043 363 1791 289 1526 652 331707:00 277 667 944 333 256 589 07:15 308 700 1008 291 248 539 07:30 397 700 1097 264 216 480 07:45 479 1461 684 2751 1163 4212 298 1186 177 897 475 208308:00 456 641 1097 238 153 391 08:15 496 618 1114 214 140 354 08:30 409 563 972 214 138 352 08:45 447 1808 528 2350 975 4158 172 838 126 557 298 139509:00 412 422 834 198 122 320 09:15 399 481 880 179 91 270 09:30 344 458 802 144 95 239 09:45 330 1485 420 1781 750 3266 135 656 65 373 200 102910:00 306 394 700 136 79 215 10:15 347 434 781 119 52 171 10:30 351 327 678 119 58 177 10:45 328 1332 459 1614 787 2946 76 450 39 228 115 67811:00 345 422 767 79 39 118 11:15 347 417 764 48 32 80 11:30 363 419 782 27 17 44 11:45 414 1469 442 1700 856 3169 33 187 17 105 50 292 TOTALS 8757 12317 21074 16586 14891 31477 SPLIT %41.6%58.4%40.1%52.7%47.3%59.9% NB SB EB WB 25,343 27,208 0 0 AM Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45 AM Pk Volume 1840 2751 4471 2271 2373 4634 Pk Hr Factor 0.927 0.983 0.961 0.917 0.926 0.919 7 - 9 Volume 3269 5101 0 0 8370 4451 4329 0 0 8780 7 - 9 Peak Hour 07:45 07:00 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1840 2751 0 0 4471 2271 2373 0 0 4634 Pk Hr Factor 0.927 0.983 0.000 0.000 0.961 0.917 0.926 0.000 0.000 0.919 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total52,551 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave 21:3021:4522:00 Total52,551 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_006 NB SB EB WB 25,276 27,498 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 16 46 305 437 742 00:15 35 9 44 391 378 76900:30 22 8 30 390 393 78300:45 18 105 7 40 25 145 421 1507 401 1609 822 311601:00 9 14 23 391 402 79301:15 14 7 21 390 412 80201:30 11 7 18 374 418 79201:45 10 44 3 31 13 75 406 1561 472 1704 878 326502:00 11 4 15 395 404 799 02:15 10 7 17 415 446 861 02:30 8 9 17 433 474 907 02:45 6 35 6 26 12 61 489 1732 449 1773 938 350503:00 12 14 26 510 465 975 03:15 10 12 22 504 523 1027 03:30 15 17 32 523 549 1072 03:45 21 58 23 66 44 124 525 2062 497 2034 1022 409604:00 9 19 28 512 473 985 04:15 16 30 46 491 528 1019 04:30 15 41 56 607 515 1122 04:45 45 85 62 152 107 237 554 2164 506 2022 1060 418605:00 29 63 92 551 553 1104 05:15 50 94 144 644 564 1208 05:30 86 124 210 568 586 1154 05:45 93 258 188 469 281 727 565 2328 522 2225 1087 455306:00 120 206 326 494 481 975 06:15 149 294 443 510 422 932 06:30 178 376 554 419 349 768 06:45 226 673 528 1404 754 2077 339 1762 287 1539 626 330107:00 258 626 884 308 255 563 07:15 336 700 1036 334 234 568 07:30 393 730 1123 296 230 526 07:45 467 1454 611 2667 1078 4121 310 1248 203 922 513 217008:00 471 595 1066 253 208 461 08:15 460 588 1048 263 166 429 08:30 428 638 1066 230 141 371 08:45 441 1800 558 2379 999 4179 226 972 158 673 384 164509:00 371 409 780 186 131 317 09:15 325 422 747 142 134 276 09:30 351 429 780 166 95 261 09:45 314 1361 447 1707 761 3068 175 669 98 458 273 112710:00 312 413 725 152 76 228 10:15 345 419 764 137 61 198 10:30 344 379 723 107 46 153 10:45 308 1309 404 1615 712 2924 103 499 43 226 146 72511:00 343 376 719 75 30 105 11:15 316 395 711 58 32 90 11:30 367 451 818 33 27 60 11:45 357 1383 413 1635 770 3018 41 207 33 122 74 329 TOTALS 8565 12191 20756 16711 15307 32018 SPLIT %41.3%58.7%39.3%52.2%47.8%60.7% NB SB EB WB 25,276 27,498 0 0 AM Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00 AM Pk Volume 1826 2667 4315 2356 2225 4553 Pk Hr Factor 0.969 0.913 0.961 0.915 0.949 0.942 7 - 9 Volume 3254 5046 0 0 8300 4492 4247 0 0 8739 7 - 9 Peak Hour 07:45 07:00 07:30 16:30 17:00 17:00 7 - 9 Pk Volume 1826 2667 0 0 4315 2356 2225 0 0 4553 Pk Hr Factor 0.969 0.913 0.000 0.000 0.961 0.915 0.949 0.000 0.000 0.942 Prepared by NDS/ATDVOLUME El Camino Real Bet. Aviara Pkwy/Alga Rd & La Costa Ave Thursday 5/2/2019 DAILY TOTALS Total52,774 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total52,774 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_006 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. Aviara Pkwy/Alga Rd & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_006 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. Aviara Pkwy/Alga Rd & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 11 Location: El Camino Real Between La Costa Avenue and Leucadia Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_007 NB SB EB WB 17,625 18,259 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 12 19 255 272 527 00:15 10 7 17 302 303 60500:30 6 8 14 313 317 63000:45 8 31 1 28 9 59 275 1145 236 1128 511 227301:00 7 9 16 332 309 64101:15 4 11 15 341 303 64401:30 4 6 10 303 317 62001:45 3 18 7 33 10 51 290 1266 285 1214 575 248002:00 4 6 10 285 292 577 02:15 0 3 3 305 303 608 02:30 1 4 5 381 330 711 02:45 1 6 5 18 6 24 388 1359 319 1244 707 260303:00 3 3 6 405 284 689 03:15 9 4 13 350 325 675 03:30 4 5 9 434 304 738 03:45 6 22 13 25 19 47 406 1595 327 1240 733 283504:00 8 8 16 403 314 717 04:15 2 10 12 436 315 751 04:30 8 22 30 381 276 657 04:45 18 36 39 79 57 115 408 1628 337 1242 745 287005:00 16 28 44 439 316 755 05:15 26 35 61 429 374 803 05:30 28 56 84 399 377 776 05:45 36 106 70 189 106 295 380 1647 316 1383 696 303006:00 61 81 142 323 310 633 06:15 66 127 193 342 281 623 06:30 104 208 312 268 214 482 06:45 113 344 295 711 408 1055 237 1170 184 989 421 215907:00 151 374 525 215 151 366 07:15 169 484 653 204 181 385 07:30 277 510 787 232 134 366 07:45 299 896 508 1876 807 2772 192 843 132 598 324 144108:00 310 456 766 169 108 277 08:15 270 462 732 158 107 265 08:30 277 442 719 147 91 238 08:45 257 1114 385 1745 642 2859 118 592 93 399 211 99109:00 219 337 556 129 71 200 09:15 262 317 579 124 74 198 09:30 192 265 457 97 68 165 09:45 226 899 322 1241 548 2140 101 451 51 264 152 71510:00 225 296 521 88 45 133 10:15 253 286 539 72 42 114 10:30 240 270 510 62 44 106 10:45 248 966 338 1190 586 2156 39 261 32 163 71 42411:00 289 298 587 45 25 70 11:15 251 305 556 23 19 42 11:30 275 313 588 18 10 28 11:45 317 1132 279 1195 596 2327 12 98 11 65 23 163 TOTALS 5570 8330 13900 12055 9929 21984 SPLIT %40.1%59.9%38.7%54.8%45.2%61.3% NB SB EB WB 17,625 18,259 0 0 AM Peak Hour 11:45 07:15 07:30 15:30 16:45 16:45 AM Pk Volume 1187 1958 3092 1679 1404 3079 Pk Hr Factor 0.936 0.960 0.958 0.963 0.931 0.959 7 - 9 Volume 2010 3621 0 0 5631 3275 2625 0 0 5900 7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 1156 1958 0 0 3092 1675 1404 0 0 3079 Pk Hr Factor 0.932 0.960 0.000 0.000 0.958 0.954 0.931 0.000 0.000 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 El Camino Real Bet. La Costa Ave & Leucadia Blvd 21:3021:4522:00 Total35,884 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,884 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_007 NB SB EB WB 18,092 18,630 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 12 9 21 283 300 583 00:15 12 10 22 310 310 62000:30 4 6 10 333 273 60600:45 5 33 3 28 8 61 326 1252 294 1177 620 242901:00 6 8 14 305 307 61201:15 4 2 6 279 285 56401:30 2 3 5 329 285 61401:45 1 13 7 20 8 33 315 1228 342 1219 657 244702:00 3 3 6 307 283 590 02:15 2 3 5 307 318 625 02:30 2 6 8 341 349 690 02:45 3 10 2 14 5 24 374 1329 336 1286 710 261503:00 6 4 10 396 281 677 03:15 3 5 8 392 330 722 03:30 5 4 9 479 323 802 03:45 7 21 13 26 20 47 436 1703 362 1296 798 299904:00 9 7 16 375 306 681 04:15 7 15 22 405 330 735 04:30 9 24 33 450 306 756 04:45 12 37 33 79 45 116 385 1615 328 1270 713 288505:00 14 23 37 458 331 789 05:15 24 39 63 470 329 799 05:30 40 56 96 380 334 714 05:45 51 129 67 185 118 314 409 1717 335 1329 744 304606:00 60 86 146 355 283 638 06:15 66 129 195 343 256 599 06:30 84 232 316 271 233 504 06:45 107 317 301 748 408 1065 281 1250 204 976 485 222607:00 158 390 548 254 179 433 07:15 187 492 679 206 158 364 07:30 259 523 782 194 179 373 07:45 282 886 488 1893 770 2779 184 838 127 643 311 148108:00 270 484 754 183 139 322 08:15 289 418 707 186 123 309 08:30 286 460 746 175 88 263 08:45 252 1097 433 1795 685 2892 127 671 104 454 231 112509:00 209 289 498 140 103 243 09:15 212 297 509 132 103 235 09:30 211 263 474 139 92 231 09:45 225 857 312 1161 537 2018 175 586 76 374 251 96010:00 228 309 537 131 73 204 10:15 270 290 560 102 49 151 10:30 244 282 526 81 29 110 10:45 232 974 309 1190 541 2164 58 372 25 176 83 54811:00 276 291 567 46 12 58 11:15 231 308 539 32 18 50 11:30 292 314 606 11 16 27 11:45 254 1053 313 1226 567 2279 15 104 19 65 34 169 TOTALS 5427 8365 13792 12665 10265 22930 SPLIT %39.3%60.7%37.6%55.2%44.8%62.4% NB SB EB WB 18,092 18,630 0 0 AM Peak Hour 11:45 07:15 07:30 16:30 17:00 16:30 AM Pk Volume 1180 1987 3013 1763 1329 3057 Pk Hr Factor 0.886 0.950 0.963 0.938 0.992 0.957 7 - 9 Volume 1983 3688 0 0 5671 3332 2599 0 0 5931 7 - 9 Peak Hour 07:45 07:15 07:30 16:30 17:00 16:30 7 - 9 Pk Volume 1127 1987 0 0 3013 1763 1329 0 0 3057 Pk Hr Factor 0.975 0.950 0.000 0.000 0.963 0.938 0.992 0.000 0.000 0.957 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total36,722 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME El Camino Real Bet. La Costa Ave & Leucadia Blvd Thursday 5/2/2019 DAILY TOTALS Total36,722 Project #:CA19_4201_007 City:Carlsbad Location:Date:5/1/2019El Camino Real Bet. La Costa Ave & Leucadia Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_007 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD El Camino Real Bet. La Costa Ave & Leucadia 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 12 Location: College Boulevard Between City Limits and Carlsbad Village Drive Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_008 NB SB EB WB 14,191 14,657 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 24 13 37 199 226 425 00:15 12 12 24 214 170 38400:30 9 14 23 182 228 41000:45 6 51 4 43 10 94 180 775 208 832 388 160701:00 5 5 10 174 229 40301:15 5 1 6 167 197 36401:30 10 2 12 225 223 44801:45 5 25 5 13 10 38 203 769 227 876 430 164502:00 7 2 9 172 230 402 02:15 3 7 10 219 245 464 02:30 7 4 11 237 207 444 02:45 5 22 6 19 11 41 237 865 195 877 432 174203:00 5 2 7 211 128 339 03:15 7 7 14 384 246 630 03:30 6 15 21 384 237 621 03:45 8 26 17 41 25 67 376 1355 237 848 613 220304:00 13 22 35 366 193 559 04:15 10 34 44 463 222 685 04:30 8 50 58 362 223 585 04:45 14 45 63 169 77 214 437 1628 218 856 655 248405:00 21 48 69 440 256 696 05:15 35 80 115 454 261 715 05:30 44 140 184 403 209 612 05:45 54 154 211 479 265 633 367 1664 247 973 614 263706:00 74 153 227 338 199 537 06:15 75 247 322 289 208 497 06:30 92 355 447 193 168 361 06:45 164 405 437 1192 601 1597 210 1030 158 733 368 176307:00 152 394 546 200 156 356 07:15 235 430 665 180 126 306 07:30 215 413 628 144 139 283 07:45 299 901 378 1615 677 2516 150 674 121 542 271 121608:00 238 309 547 111 101 212 08:15 166 324 490 125 111 236 08:30 153 280 433 109 104 213 08:45 153 710 289 1202 442 1912 98 443 102 418 200 86109:00 139 256 395 79 88 167 09:15 175 227 402 107 75 182 09:30 144 225 369 78 75 153 09:45 166 624 220 928 386 1552 67 331 78 316 145 64710:00 152 142 294 63 45 108 10:15 154 161 315 54 29 83 10:30 169 190 359 49 35 84 10:45 168 643 194 687 362 1330 37 203 34 143 71 34611:00 163 183 346 37 29 66 11:15 186 169 355 39 36 75 11:30 185 210 395 29 21 50 11:45 185 719 187 749 372 1468 24 129 20 106 44 235 TOTALS 4325 7137 11462 9866 7520 17386 SPLIT %37.7%62.3%39.7%56.7%43.3%60.3% NB SB EB WB 14,191 14,657 0 0 AM Peak Hour 07:15 06:45 07:15 16:45 17:00 16:45 AM Pk Volume 987 1674 2517 1734 973 2678 Pk Hr Factor 0.825 0.958 0.929 0.955 0.932 0.936 7 - 9 Volume 1611 2817 0 0 4428 3292 1829 0 0 5121 7 - 9 Peak Hour 07:15 07:00 07:15 16:45 17:00 16:45 7 - 9 Pk Volume 987 1615 0 0 2517 1734 973 0 0 2678 Pk Hr Factor 0.825 0.939 0.000 0.000 0.929 0.955 0.932 0.000 0.000 0.936 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total28,848 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 College Blvd Bet. City Limits & Carlsbad Village Dr 21:3021:4522:00 Total28,848 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_008 NB SB EB WB 14,688 14,879 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 26 19 45 203 201 404 00:15 13 11 24 192 202 39400:30 13 9 22 172 208 38000:45 11 63 13 52 24 115 191 758 220 831 411 158901:00 6 10 16 203 228 43101:15 8 5 13 218 211 42901:30 8 7 15 199 250 44901:45 7 29 1 23 8 52 224 844 202 891 426 173502:00 6 3 9 229 217 446 02:15 10 6 16 245 237 482 02:30 2 5 7 318 228 546 02:45 2 20 7 21 9 41 402 1194 231 913 633 210703:00 8 4 12 349 279 628 03:15 4 9 13 339 230 569 03:30 7 9 16 303 236 539 03:45 9 28 26 48 35 76 380 1371 246 991 626 236204:00 3 16 19 352 213 565 04:15 12 33 45 424 238 662 04:30 19 51 70 395 227 622 04:45 19 53 71 171 90 224 409 1580 222 900 631 248005:00 21 47 68 437 242 679 05:15 32 84 116 472 230 702 05:30 41 130 171 424 219 643 05:45 55 149 233 494 288 643 402 1735 228 919 630 265406:00 76 134 210 327 210 537 06:15 78 247 325 294 185 479 06:30 100 380 480 237 178 415 06:45 136 390 368 1129 504 1519 200 1058 170 743 370 180107:00 150 389 539 156 147 303 07:15 199 366 565 157 134 291 07:30 192 419 611 128 133 261 07:45 334 875 373 1547 707 2422 137 578 116 530 253 110808:00 275 383 658 129 129 258 08:15 210 334 544 106 124 230 08:30 199 271 470 118 100 218 08:45 185 869 267 1255 452 2124 88 441 103 456 191 89709:00 130 252 382 117 85 202 09:15 152 209 361 101 93 194 09:30 150 204 354 62 70 132 09:45 158 590 237 902 395 1492 53 333 55 303 108 63610:00 157 190 347 53 42 95 10:15 156 190 346 46 39 85 10:30 169 204 373 43 44 87 10:45 168 650 173 757 341 1407 48 190 49 174 97 36411:00 179 203 382 49 15 64 11:15 166 155 321 26 25 51 11:30 214 189 403 28 24 52 11:45 202 761 201 748 403 1509 26 129 17 81 43 210 TOTALS 4477 7147 11624 10211 7732 17943 SPLIT %38.5%61.5%39.3%56.9%43.1%60.7% NB SB EB WB 14,688 14,879 0 0 AM Peak Hour 07:45 07:00 07:15 16:45 15:00 16:45 AM Pk Volume 1018 1547 2541 1742 991 2655 Pk Hr Factor 0.762 0.923 0.899 0.923 0.888 0.946 7 - 9 Volume 1744 2802 0 0 4546 3315 1819 0 0 5134 7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:15 16:45 7 - 9 Pk Volume 1018 1547 0 0 2541 1742 929 0 0 2655 Pk Hr Factor 0.762 0.923 0.000 0.000 0.899 0.923 0.960 0.000 0.000 0.946 Prepared by NDS/ATDVOLUME College Blvd Bet. City Limits & Carlsbad Village Dr Wednesday 5/8/2019 DAILY TOTALS Total29,567 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total29,567 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_008 City:Carlsbad Location:Date:5/7/2019College Blvd Bet. City Limits & Carlsbad Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_008 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD College Blvd Bet. City Limits & Carlsbad 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 13 Location: College Boulevard Between Carlsbad Village Drive and Cannon Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_009 NB SB EB WB 11,078 11,180 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 23 9 32 164 136 300 00:15 14 5 19 158 115 27300:30 5 8 13 133 152 28500:45 4 46 2 24 6 70 133 588 166 569 299 115701:00 8 3 11 121 157 27801:15 4 1 5 181 148 32901:30 10 2 12 151 161 31201:45 5 27 3 9 8 36 153 606 139 605 292 121102:00 5 2 7 151 145 296 02:15 3 4 7 193 153 346 02:30 6 5 11 229 220 449 02:45 4 18 7 18 11 36 198 771 174 692 372 146303:00 3 2 5 205 141 346 03:15 5 5 10 275 189 464 03:30 4 13 17 292 161 453 03:45 5 17 16 36 21 53 308 1080 173 664 481 174404:00 9 22 31 305 123 428 04:15 6 32 38 399 120 519 04:30 5 53 58 334 135 469 04:45 9 29 65 172 74 201 364 1402 142 520 506 192205:00 12 48 60 397 146 543 05:15 15 78 93 416 142 558 05:30 19 141 160 378 121 499 05:45 30 76 213 480 243 556 352 1543 117 526 469 206906:00 41 148 189 264 125 389 06:15 37 247 284 250 105 355 06:30 47 317 364 167 88 255 06:45 93 218 396 1108 489 1326 174 855 92 410 266 126507:00 105 439 544 149 81 230 07:15 164 417 581 145 60 205 07:30 164 367 531 106 90 196 07:45 193 626 361 1584 554 2210 129 529 66 297 195 82608:00 125 340 465 93 66 159 08:15 110 298 408 95 60 155 08:30 96 273 369 96 53 149 08:45 100 431 244 1155 344 1586 73 357 45 224 118 58109:00 106 187 293 59 51 110 09:15 92 206 298 86 44 130 09:30 99 192 291 70 44 114 09:45 107 404 173 758 280 1162 60 275 43 182 103 45710:00 92 121 213 59 29 88 10:15 99 118 217 48 18 66 10:30 107 131 238 40 18 58 10:45 102 400 129 499 231 899 37 184 23 88 60 27211:00 111 113 224 39 23 62 11:15 109 114 223 35 17 52 11:30 115 154 269 31 13 44 11:45 131 466 118 499 249 965 25 130 8 61 33 191 TOTALS 2758 6342 9100 8320 4838 13158 SPLIT %30.3%69.7%40.9%63.2%36.8%59.1% NB SB EB WB 11,078 11,180 0 0 AM Peak Hour 07:15 06:45 07:00 16:45 14:30 16:45 AM Pk Volume 646 1619 2210 1555 724 2106 Pk Hr Factor 0.837 0.922 0.951 0.934 0.823 0.944 7 - 9 Volume 1057 2739 0 0 3796 2945 1046 0 0 3991 7 - 9 Peak Hour 07:15 07:00 07:00 16:45 16:30 16:45 7 - 9 Pk Volume 646 1584 0 0 2210 1555 565 0 0 2106 Pk Hr Factor 0.837 0.902 0.000 0.000 0.951 0.934 0.967 0.000 0.000 0.944 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. Carlsbad Village Dr & Cannon Rd 21:3021:4522:00 Total22,258 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total22,258 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_009 NB SB EB WB 11,510 11,291 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 22 10 32 175 136 311 00:15 7 5 12 136 153 28900:30 11 4 15 126 144 27000:45 5 45 4 23 9 68 122 559 156 589 278 114801:00 5 9 14 152 162 31401:15 8 3 11 148 148 29601:30 9 5 14 189 184 37301:45 6 28 1 18 7 46 190 679 129 623 319 130202:00 5 2 7 195 134 329 02:15 6 5 11 199 164 363 02:30 2 5 7 230 202 432 02:45 1 14 10 22 11 36 362 986 170 670 532 165603:00 6 3 9 252 179 431 03:15 3 8 11 255 177 432 03:30 6 10 16 273 138 411 03:45 6 21 23 44 29 65 316 1096 172 666 488 176204:00 2 14 16 316 134 450 04:15 6 35 41 383 148 531 04:30 10 54 64 362 143 505 04:45 10 28 71 174 81 202 387 1448 151 576 538 202405:00 13 51 64 379 128 507 05:15 15 74 89 410 130 540 05:30 21 143 164 399 135 534 05:45 23 72 227 495 250 567 357 1545 132 525 489 207006:00 41 136 177 296 130 426 06:15 38 236 274 255 110 365 06:30 52 331 383 195 104 299 06:45 88 219 336 1039 424 1258 163 909 90 434 253 134307:00 88 340 428 130 95 225 07:15 87 339 426 120 63 183 07:30 133 360 493 102 89 191 07:45 224 532 374 1413 598 1945 108 460 64 311 172 77108:00 168 422 590 112 73 185 08:15 174 353 527 80 81 161 08:30 112 241 353 94 74 168 08:45 109 563 252 1268 361 1831 80 366 66 294 146 66009:00 94 204 298 117 45 162 09:15 94 180 274 94 50 144 09:30 100 164 264 64 41 105 09:45 96 384 174 722 270 1106 63 338 35 171 98 50910:00 98 156 254 55 21 76 10:15 104 146 250 37 31 68 10:30 100 127 227 48 30 78 10:45 121 423 126 555 247 978 38 178 31 113 69 29111:00 128 124 252 46 10 56 11:15 104 113 217 23 13 36 11:30 134 127 261 30 13 43 11:45 128 494 139 503 267 997 24 123 7 43 31 166 TOTALS 2823 6276 9099 8687 5015 13702 SPLIT %31.0%69.0%39.9%63.4%36.6%60.1% NB SB EB WB 11,510 11,291 0 0 AM Peak Hour 07:30 07:30 07:30 16:45 14:30 16:45 AM Pk Volume 699 1509 2208 1575 728 2119 Pk Hr Factor 0.780 0.894 0.923 0.960 0.901 0.981 7 - 9 Volume 1095 2681 0 0 3776 2993 1101 0 0 4094 7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 699 1509 0 0 2208 1575 576 0 0 2119 Pk Hr Factor 0.780 0.894 0.000 0.000 0.923 0.960 0.954 0.000 0.000 0.981 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total22,801 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME College Blvd Bet. Carlsbad Village Dr & Cannon Rd Wednesday 5/8/2019 DAILY TOTALS Total22,801 Project #:CA19_4201_009 City:Carlsbad Location:Date:5/7/2019College Blvd Bet. Carlsbad Village Dr & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_009 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD College Blvd Bet. Carlsbad Village Dr & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 14 Location: College Boulevard Between El Camino Real and Aston Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_010 NB SB EB WB 6,419 6,671 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 5 2 7 112 143 255 00:15 3 2 5 103 116 21900:30 2 8 10 114 118 23200:45 3 13 6 18 9 31 116 445 126 503 242 94801:00 4 1 5 108 113 22101:15 2 4 6 110 99 20901:30 4 4 8 107 99 20601:45 3 13 4 13 7 26 97 422 100 411 197 83302:00 4 2 6 94 110 204 02:15 1 4 5 94 118 212 02:30 2 3 5 130 150 280 02:45 4 11 5 14 9 25 107 425 153 531 260 95603:00 2 3 5 100 130 230 03:15 2 2 4 98 115 213 03:30 2 3 5 102 109 211 03:45 3 9 7 15 10 24 103 403 97 451 200 85404:00 2 3 5 147 143 290 04:15 6 16 22 113 119 232 04:30 12 11 23 185 144 329 04:45 11 31 25 55 36 86 135 580 152 558 287 113805:00 26 23 49 167 204 371 05:15 25 19 44 145 185 330 05:30 35 40 75 122 157 279 05:45 51 137 80 162 131 299 105 539 115 661 220 120006:00 37 49 86 82 135 217 06:15 35 57 92 76 102 178 06:30 56 73 129 70 92 162 06:45 104 232 107 286 211 518 42 270 73 402 115 67207:00 79 82 161 37 40 77 07:15 99 106 205 30 47 77 07:30 162 131 293 26 37 63 07:45 204 544 166 485 370 1029 33 126 38 162 71 28808:00 236 141 377 39 45 84 08:15 165 137 302 41 36 77 08:30 165 134 299 30 28 58 08:45 163 729 117 529 280 1258 28 138 23 132 51 27009:00 139 108 247 25 28 53 09:15 126 103 229 20 17 37 09:30 109 73 182 18 11 29 09:45 104 478 79 363 183 841 21 84 13 69 34 15310:00 81 87 168 13 9 22 10:15 77 95 172 5 7 12 10:30 85 74 159 8 14 22 10:45 80 323 95 351 175 674 9 35 10 40 19 7511:00 86 87 173 21 11 32 11:15 94 97 191 10 7 17 11:30 100 102 202 7 10 17 11:45 108 388 143 429 251 817 6 44 3 31 9 75 TOTALS 2908 2720 5628 3511 3951 7462 SPLIT %51.7%48.3%43.0%47.1%52.9%57.0% NB SB EB WB 6,419 6,671 0 0 AM Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30 AM Pk Volume 770 578 1348 632 698 1317 Pk Hr Factor 0.816 0.870 0.894 0.854 0.855 0.887 7 - 9 Volume 1273 1014 0 0 2287 1119 1219 0 0 2338 7 - 9 Peak Hour 07:45 07:45 07:45 16:30 16:45 16:30 7 - 9 Pk Volume 770 578 0 0 1348 632 698 0 0 1317 Pk Hr Factor 0.816 0.870 0.000 0.000 0.894 0.854 0.855 0.000 0.000 0.887 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. El Camino Real & Aston Ave 21:3021:4522:00 Total13,090 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total13,090 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_010 NB SB EB WB 6,258 6,682 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 6 7 13 110 135 245 00:15 1 2 3 112 121 23300:30 3 7 10 104 122 22600:45 3 13 3 19 6 32 116 442 113 491 229 93301:00 3 0 3 121 120 24101:15 3 0 3 116 131 24701:30 2 2 4 122 113 23501:45 2 10 0 2 2 12 121 480 94 458 215 93802:00 4 4 8 78 108 186 02:15 1 5 6 80 107 187 02:30 7 2 9 120 111 231 02:45 1 13 3 14 4 27 99 377 147 473 246 85003:00 1 4 5 101 109 210 03:15 4 2 6 78 113 191 03:30 2 2 4 124 110 234 03:45 4 11 7 15 11 26 126 429 101 433 227 86204:00 6 8 14 129 147 276 04:15 8 10 18 108 118 226 04:30 11 9 20 156 131 287 04:45 15 40 17 44 32 84 135 528 149 545 284 107305:00 24 17 41 191 199 390 05:15 25 31 56 116 186 302 05:30 38 38 76 117 170 287 05:45 39 126 71 157 110 283 89 513 139 694 228 120706:00 35 42 77 73 137 210 06:15 39 56 95 69 110 179 06:30 58 84 142 49 98 147 06:45 108 240 97 279 205 519 36 227 74 419 110 64607:00 115 99 214 32 54 86 07:15 136 113 249 37 59 96 07:30 169 134 303 33 47 80 07:45 160 580 147 493 307 1073 42 144 37 197 79 34108:00 169 142 311 29 36 65 08:15 151 134 285 39 43 82 08:30 138 127 265 22 23 45 08:45 162 620 162 565 324 1185 24 114 15 117 39 23109:00 150 124 274 20 24 44 09:15 108 79 187 23 22 45 09:30 100 72 172 25 11 36 09:45 96 454 103 378 199 832 16 84 11 68 27 15210:00 87 83 170 16 10 26 10:15 94 80 174 14 12 26 10:30 66 71 137 12 14 26 10:45 111 358 73 307 184 665 8 50 15 51 23 10111:00 69 89 158 16 12 28 11:15 94 94 188 12 9 21 11:30 91 130 221 7 8 15 11:45 111 365 115 428 226 793 5 40 6 35 11 75 TOTALS 2830 2701 5531 3428 3981 7409 SPLIT %51.2%48.8%42.7%46.3%53.7%57.3% NB SB EB WB 6,258 6,682 0 0 AM Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30 AM Pk Volume 649 565 1206 598 704 1263 Pk Hr Factor 0.960 0.872 0.969 0.783 0.884 0.810 7 - 9 Volume 1200 1058 0 0 2258 1041 1239 0 0 2280 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:30 7 - 9 Pk Volume 649 565 0 0 1206 598 704 0 0 1263 Pk Hr Factor 0.960 0.872 0.000 0.000 0.969 0.783 0.884 0.000 0.000 0.810 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total12,940 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME College Blvd Bet. El Camino Real & Aston Ave Thursday 5/9/2019 DAILY TOTALS Total12,940 Project #:CA19_4201_010 City:Carlsbad Location:Date:5/8/2019College Blvd Bet. El Camino Real & Aston Prepared by NDS/ATD 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_010 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD College Blvd Bet. El Camino Real & Aston 0 100 200 300 400 500 600 700 800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 15 Location: College Boulevard Between Aston Avenue and Palomar Airport Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_011 NB SB EB WB 7,356 8,786 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 5 8 102 225 327 00:15 5 6 11 140 171 31100:30 4 6 10 106 160 26600:45 2 14 8 25 10 39 164 512 173 729 337 124101:00 3 2 5 138 152 29001:15 2 5 7 130 141 27101:30 4 7 11 113 126 23901:45 2 11 6 20 8 31 111 492 134 553 245 104502:00 6 6 12 109 168 277 02:15 2 5 7 113 156 269 02:30 3 4 7 108 219 327 02:45 3 14 6 21 9 35 89 419 221 764 310 118303:00 4 4 8 96 182 278 03:15 3 3 6 93 183 276 03:30 2 3 5 95 201 296 03:45 6 15 9 19 15 34 85 369 170 736 255 110504:00 4 4 8 104 219 323 04:15 9 18 27 91 222 313 04:30 18 12 30 113 236 349 04:45 27 58 20 54 47 112 91 399 224 901 315 130005:00 32 26 58 96 346 442 05:15 36 19 55 107 308 415 05:30 64 30 94 92 282 374 05:45 99 231 41 116 140 347 81 376 181 1117 262 149306:00 65 40 105 76 188 264 06:15 66 54 120 56 158 214 06:30 105 70 175 59 116 175 06:45 163 399 86 250 249 649 36 227 115 577 151 80407:00 148 60 208 29 77 106 07:15 159 94 253 30 63 93 07:30 264 108 372 26 41 67 07:45 295 866 132 394 427 1260 43 128 49 230 92 35808:00 313 116 429 37 60 97 08:15 275 113 388 44 40 84 08:30 238 109 347 30 39 69 08:45 258 1084 111 449 369 1533 31 142 25 164 56 30609:00 181 99 280 22 37 59 09:15 168 111 279 21 25 46 09:30 126 86 212 25 14 39 09:45 149 624 85 381 234 1005 21 89 14 90 35 17910:00 100 119 219 11 15 26 10:15 117 130 247 8 9 17 10:30 96 104 200 10 15 25 10:45 93 406 102 455 195 861 8 37 10 49 18 8611:00 92 123 215 14 16 30 11:15 103 144 247 8 8 16 11:30 117 155 272 6 13 19 11:45 100 412 230 652 330 1064 4 32 3 40 7 72 TOTALS 4134 2836 6970 3222 5950 9172 SPLIT %59.3%40.7%43.2%35.1%64.9%56.8% NB SB EB WB 7,356 8,786 0 0 AM Peak Hour 07:30 11:45 07:30 12:15 16:45 16:45 AM Pk Volume 1147 786 1616 548 1160 1546 Pk Hr Factor 0.916 0.854 0.942 0.835 0.838 0.874 7 - 9 Volume 1950 843 0 0 2793 775 2018 0 0 2793 7 - 9 Peak Hour 07:30 07:45 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1147 470 0 0 1616 407 1160 0 0 1546 Pk Hr Factor 0.916 0.890 0.000 0.000 0.942 0.900 0.838 0.000 0.000 0.874 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 College Blvd Bet. Aston Ave & Palomar Airport Rd 21:3021:4522:00 Total16,142 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total16,142 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_011 NB SB EB WB 7,181 8,230 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 4 7 11 127 203 330 00:15 3 5 8 120 150 27000:30 2 9 11 109 149 25800:45 4 13 3 24 7 37 150 506 135 637 285 114301:00 2 2 4 137 147 28401:15 4 0 4 157 149 30601:30 2 1 3 139 134 27301:45 2 10 2 5 4 15 128 561 125 555 253 111602:00 4 5 9 82 136 218 02:15 1 5 6 77 123 200 02:30 8 5 13 102 166 268 02:45 1 14 6 21 7 35 90 351 188 613 278 96403:00 1 4 5 112 170 282 03:15 8 2 10 66 169 235 03:30 2 3 5 98 169 267 03:45 9 20 7 16 16 36 104 380 169 677 273 105704:00 4 7 11 95 238 333 04:15 14 10 24 78 193 271 04:30 21 7 28 107 220 327 04:45 26 65 10 34 36 99 87 367 237 888 324 125505:00 37 15 52 117 329 446 05:15 33 25 58 90 294 384 05:30 63 26 89 97 241 338 05:45 79 212 37 103 116 315 81 385 218 1082 299 146706:00 67 34 101 74 176 250 06:15 77 46 123 55 161 216 06:30 101 56 157 50 137 187 06:45 164 409 73 209 237 618 36 215 95 569 131 78407:00 172 73 245 33 76 109 07:15 181 100 281 36 71 107 07:30 263 104 367 30 63 93 07:45 258 874 115 392 373 1266 41 140 49 259 90 39908:00 241 107 348 27 46 73 08:15 248 103 351 40 50 90 08:30 228 109 337 24 31 55 08:45 254 971 138 457 392 1428 18 109 23 150 41 25909:00 185 88 273 18 29 47 09:15 169 93 262 22 30 52 09:30 124 79 203 26 15 41 09:45 140 618 113 373 253 991 16 82 18 92 34 17410:00 110 90 200 15 14 29 10:15 114 88 202 14 11 25 10:30 85 94 179 10 20 30 10:45 110 419 88 360 198 779 8 47 14 59 22 10611:00 85 119 204 8 20 28 11:15 106 132 238 12 9 21 11:30 105 175 280 5 18 23 11:45 89 385 176 602 265 987 3 28 6 53 9 81 TOTALS 4010 2596 6606 3171 5634 8805 SPLIT %60.7%39.3%42.9%36.0%64.0%57.1% NB SB EB WB 7,181 8,230 0 0 AM Peak Hour 07:30 11:30 07:30 12:45 16:45 16:45 AM Pk Volume 1010 704 1439 583 1101 1492 Pk Hr Factor 0.960 0.867 0.964 0.928 0.837 0.836 7 - 9 Volume 1845 849 0 0 2694 752 1970 0 0 2722 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1010 457 0 0 1439 401 1101 0 0 1492 Pk Hr Factor 0.960 0.828 0.000 0.000 0.964 0.857 0.837 0.000 0.000 0.836 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total15,411 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME College Blvd Bet. Aston Ave & Palomar Airport Rd Thursday 5/9/2019 DAILY TOTALS Total15,411 Project #:CA19_4201_011 City:Carlsbad Location:Date:5/8/2019College Blvd Bet. Aston Ave & Palomar Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_011 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD College Blvd Bet. Aston Ave & Palomar 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 16 Location: Aviara Parkway Between Palomar Airport Road and Poinsettia Lane Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_012 NB SB EB WB 6,879 6,337 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 3 5 8 85 100 185 00:15 1 4 5 84 107 19100:30 4 2 6 67 95 16200:45 1 9 4 15 5 24 107 343 110 412 217 75501:00 4 1 5 120 90 21001:15 2 4 6 98 88 18601:30 0 2 2 109 94 20301:45 3 9 2 9 5 18 107 434 118 390 225 82402:00 1 6 7 97 92 189 02:15 2 2 4 116 122 238 02:30 3 2 5 116 122 238 02:45 2 8 2 12 4 20 146 475 149 485 295 96003:00 2 1 3 100 143 243 03:15 1 4 5 118 99 217 03:30 8 0 8 114 136 250 03:45 2 13 1 6 3 19 99 431 148 526 247 95704:00 5 2 7 112 138 250 04:15 8 2 10 118 156 274 04:30 10 3 13 119 174 293 04:45 8 31 4 11 12 42 87 436 197 665 284 110105:00 23 6 29 103 224 327 05:15 31 16 47 95 217 312 05:30 34 5 39 116 204 320 05:45 44 132 14 41 58 173 113 427 172 817 285 124406:00 41 21 62 85 164 249 06:15 40 27 67 80 146 226 06:30 78 41 119 72 125 197 06:45 107 266 53 142 160 408 56 293 107 542 163 83507:00 105 65 170 42 82 124 07:15 141 98 239 40 77 117 07:30 205 81 286 36 76 112 07:45 286 737 80 324 366 1061 42 160 70 305 112 46508:00 266 74 340 44 59 103 08:15 284 69 353 53 53 106 08:30 221 77 298 43 62 105 08:45 202 973 69 289 271 1262 36 176 60 234 96 41009:00 151 72 223 33 45 78 09:15 135 63 198 42 37 79 09:30 147 60 207 27 19 46 09:45 139 572 62 257 201 829 26 128 33 134 59 26210:00 105 63 168 10 19 29 10:15 108 70 178 11 14 25 10:30 83 65 148 10 13 23 10:45 90 386 62 260 152 646 12 43 6 52 18 9511:00 85 81 166 11 19 30 11:15 87 72 159 11 8 19 11:30 94 98 192 7 6 13 11:45 95 361 121 372 216 733 7 36 4 37 11 73 TOTALS 3497 1738 5235 3382 4599 7981 SPLIT %66.8%33.2%39.6%42.4%57.6%60.4% NB SB EB WB 6,879 6,337 0 0 AM Peak Hour 07:45 11:30 07:45 14:30 16:45 17:00 AM Pk Volume 1057 426 1357 480 842 1244 Pk Hr Factor 0.924 0.880 0.927 0.822 0.940 0.951 7 - 9 Volume 1710 613 0 0 2323 863 1482 0 0 2345 7 - 9 Peak Hour 07:45 07:15 07:45 16:00 16:45 17:00 7 - 9 Pk Volume 1057 333 0 0 1357 436 842 0 0 1244 Pk Hr Factor 0.924 0.849 0.000 0.000 0.927 0.916 0.940 0.000 0.000 0.951 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln 21:3021:4522:00 Total13,216 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total13,216 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_012 NB SB EB WB 6,809 6,500 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 5 4 9 117 105 222 00:15 3 5 8 109 102 21100:30 2 4 6 85 90 17500:45 4 14 4 17 8 31 139 450 103 400 242 85001:00 0 2 2 102 120 22201:15 5 3 8 125 129 25401:30 2 2 4 131 109 24001:45 2 9 2 9 4 18 130 488 95 453 225 94102:00 1 2 3 110 95 205 02:15 2 2 4 89 97 186 02:30 2 0 2 110 105 215 02:45 2 7 2 6 4 13 95 404 135 432 230 83603:00 2 1 3 103 123 226 03:15 5 2 7 110 147 257 03:30 5 2 7 110 153 263 03:45 5 17 0 5 5 22 104 427 143 566 247 99304:00 4 8 12 103 179 282 04:15 8 5 13 89 175 264 04:30 9 4 13 111 168 279 04:45 13 34 9 26 22 60 94 397 171 693 265 109005:00 25 8 33 94 230 324 05:15 25 11 36 102 230 332 05:30 30 8 38 114 184 298 05:45 40 120 15 42 55 162 102 412 172 816 274 122806:00 38 18 56 97 159 256 06:15 59 27 86 71 132 203 06:30 76 41 117 49 109 158 06:45 129 302 41 127 170 429 66 283 109 509 175 79207:00 155 65 220 39 80 119 07:15 136 103 239 41 86 127 07:30 192 105 297 48 73 121 07:45 255 738 77 350 332 1088 40 168 63 302 103 47008:00 230 97 327 40 65 105 08:15 234 74 308 32 67 99 08:30 214 96 310 16 51 67 08:45 211 889 96 363 307 1252 36 124 43 226 79 35009:00 178 72 250 18 38 56 09:15 143 60 203 25 44 69 09:30 119 60 179 23 35 58 09:45 129 569 55 247 184 816 15 81 21 138 36 21910:00 119 67 186 20 24 44 10:15 120 72 192 11 14 25 10:30 86 75 161 13 14 27 10:45 129 454 70 284 199 738 16 60 16 68 32 12811:00 86 74 160 9 16 25 11:15 84 86 170 10 10 20 11:30 82 108 190 2 9 11 11:45 83 335 113 381 196 716 6 27 5 40 11 67 TOTALS 3488 1857 5345 3321 4643 7964 SPLIT %65.3%34.7%40.2%41.7%58.3%59.8% NB SB EB WB 6,809 6,500 0 0 AM Peak Hour 07:45 11:30 07:45 12:45 17:00 17:00 AM Pk Volume 933 428 1277 497 816 1228 Pk Hr Factor 0.915 0.947 0.962 0.894 0.887 0.925 7 - 9 Volume 1627 713 0 0 2340 809 1509 0 0 2318 7 - 9 Peak Hour 07:45 07:15 07:45 17:00 17:00 17:00 7 - 9 Pk Volume 933 382 0 0 1277 412 816 0 0 1228 Pk Hr Factor 0.915 0.910 0.000 0.000 0.962 0.904 0.887 0.000 0.000 0.925 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total13,309 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Aviara Pkwy Bet. Palomar Airport Rd & Poinsettia Ln Thursday 5/9/2019 DAILY TOTALS Total13,309 Project #:CA19_4201_012 City:Carlsbad Location:Date:5/8/2019Aviara Pkwy Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_012 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Aviara Pkwy Bet. Palomar Airport Rd & 0 100 200 300 400 500 600 700 800 900 1000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 17 Melrose Drive Between City Limits and Palomar Airport Road 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_013 NB SB EB WB 15,573 16,868 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 22 9 31 233 232 465 00:15 7 5 12 232 227 45900:30 14 11 25 205 274 47900:45 23 66 9 34 32 100 229 899 227 960 456 185901:00 24 7 31 235 206 44101:15 18 5 23 235 194 42901:30 13 5 18 242 252 49401:45 3 58 6 23 9 81 226 938 209 861 435 179902:00 6 1 7 244 206 450 02:15 10 2 12 264 254 518 02:30 3 9 12 319 239 558 02:45 5 24 11 23 16 47 303 1130 241 940 544 207003:00 2 7 9 287 251 538 03:15 4 12 16 304 239 543 03:30 8 32 40 319 262 581 03:45 12 26 51 102 63 128 327 1237 244 996 571 223304:00 12 23 35 372 265 637 04:15 15 36 51 407 300 707 04:30 14 64 78 386 297 683 04:45 26 67 95 218 121 285 382 1547 279 1141 661 268805:00 28 83 111 409 322 731 05:15 47 96 143 446 292 738 05:30 57 188 245 435 252 687 05:45 88 220 253 620 341 840 373 1663 223 1089 596 275206:00 79 186 265 338 248 586 06:15 77 270 347 301 209 510 06:30 117 366 483 283 182 465 06:45 175 448 428 1250 603 1698 210 1132 159 798 369 193007:00 156 442 598 207 161 368 07:15 191 465 656 195 118 313 07:30 230 514 744 191 133 324 07:45 252 829 490 1911 742 2740 175 768 95 507 270 127508:00 286 421 707 146 89 235 08:15 284 455 739 142 92 234 08:30 253 456 709 128 75 203 08:45 230 1053 372 1704 602 2757 124 540 70 326 194 86609:00 214 298 512 117 62 179 09:15 185 295 480 107 50 157 09:30 166 275 441 89 72 161 09:45 150 715 259 1127 409 1842 85 398 45 229 130 62710:00 158 220 378 76 43 119 10:15 174 228 402 65 39 104 10:30 167 212 379 66 36 102 10:45 163 662 224 884 387 1546 61 268 30 148 91 41611:00 177 215 392 46 21 67 11:15 198 235 433 37 25 62 11:30 184 251 435 26 15 41 11:45 194 753 200 901 394 1654 23 132 15 76 38 208 TOTALS 4921 8797 13718 10652 8071 18723 SPLIT %35.9%64.1%42.3%56.9%43.1%57.7% NB SB EB WB 15,573 16,868 0 0 AM Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45 AM Pk Volume 1075 1911 2932 1672 1198 2817 Pk Hr Factor 0.940 0.929 0.985 0.937 0.930 0.954 7 - 9 Volume 1882 3615 0 0 5497 3210 2230 0 0 5440 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:15 16:45 7 - 9 Pk Volume 1075 1911 0 0 2932 1672 1198 0 0 2817 Pk Hr Factor 0.940 0.929 0.000 0.000 0.985 0.937 0.930 0.000 0.000 0.954 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. City Limits & Palomar Airport Rd 21:3021:4522:00 Total32,441 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total32,441 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_013 NB SB EB WB 15,590 16,915 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 17 12 29 212 238 450 00:15 22 10 32 231 234 46500:30 16 11 27 232 249 48100:45 10 65 10 43 20 108 240 915 213 934 453 184901:00 23 4 27 223 249 47201:15 15 6 21 233 223 45601:30 5 4 9 253 261 51401:45 8 51 9 23 17 74 265 974 210 943 475 191702:00 11 3 14 229 246 475 02:15 3 9 12 253 227 480 02:30 6 8 14 257 252 509 02:45 6 26 2 22 8 48 297 1036 249 974 546 201003:00 4 7 11 271 249 520 03:15 8 7 15 335 249 584 03:30 7 20 27 354 295 649 03:45 14 33 50 84 64 117 358 1318 237 1030 595 234804:00 10 28 38 348 259 607 04:15 10 38 48 383 260 643 04:30 14 64 78 425 283 708 04:45 23 57 98 228 121 285 412 1568 292 1094 704 266205:00 40 91 131 418 312 730 05:15 41 104 145 401 302 703 05:30 43 200 243 429 271 700 05:45 89 213 249 644 338 857 352 1600 250 1135 602 273506:00 83 189 272 325 214 539 06:15 79 270 349 329 184 513 06:30 113 388 501 242 169 411 06:45 179 454 426 1273 605 1727 259 1155 157 724 416 187907:00 162 446 608 203 146 349 07:15 207 474 681 200 130 330 07:30 227 493 720 156 129 285 07:45 247 843 480 1893 727 2736 156 715 83 488 239 120308:00 270 470 740 146 79 225 08:15 253 454 707 141 91 232 08:30 221 403 624 112 73 185 08:45 231 975 360 1687 591 2662 147 546 76 319 223 86509:00 211 317 528 122 74 196 09:15 158 243 401 100 44 144 09:30 170 266 436 103 73 176 09:45 179 718 254 1080 433 1798 87 412 52 243 139 65510:00 149 209 358 74 40 114 10:15 154 219 373 69 39 108 10:30 197 235 432 73 36 109 10:45 183 683 223 886 406 1569 79 295 42 157 121 45211:00 164 216 380 58 25 83 11:15 197 208 405 56 19 75 11:30 185 249 434 35 21 56 11:45 213 759 259 932 472 1691 30 179 14 79 44 258 TOTALS 4877 8795 13672 10713 8120 18833 SPLIT %35.7%64.3%42.1%56.9%43.1%57.9% NB SB EB WB 15,590 16,915 0 0 AM Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30 AM Pk Volume 997 1917 2894 1660 1189 2845 Pk Hr Factor 0.923 0.972 0.978 0.967 0.953 0.974 7 - 9 Volume 1818 3580 0 0 5398 3168 2229 0 0 5397 7 - 9 Peak Hour 07:30 07:15 07:30 16:45 16:30 16:30 7 - 9 Pk Volume 997 1917 0 0 2894 1660 1189 0 0 2845 Pk Hr Factor 0.923 0.972 0.000 0.000 0.978 0.967 0.953 0.000 0.000 0.974 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total32,505 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Melrose Dr Bet. City Limits & Palomar Airport Rd Thursday 5/2/2019 DAILY TOTALS Total32,505 Project #:CA19_4201_013 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. City Limits & Palomar Prepared by NDS/ATD 0 500 1000 1500 2000 2500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_013 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. City Limits & Palomar 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 18 Location: Melrose Drive Between Palomar Airport Road and Poinsettia Ln Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_014 NB SB EB WB 14,345 13,012 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 13 20 210 147 357 00:15 4 5 9 162 154 31600:30 8 11 19 173 162 33500:45 6 25 4 33 10 58 187 732 173 636 360 136801:00 4 8 12 164 152 31601:15 5 2 7 189 170 35901:30 6 3 9 220 198 41801:45 1 16 5 18 6 34 197 770 186 706 383 147602:00 1 2 3 187 197 384 02:15 3 2 5 280 190 470 02:30 2 7 9 293 205 498 02:45 5 11 2 13 7 24 249 1009 205 797 454 180603:00 1 3 4 251 230 481 03:15 4 3 7 247 261 508 03:30 7 15 22 285 223 508 03:45 13 25 5 26 18 51 303 1086 210 924 513 201004:00 10 8 18 311 285 596 04:15 9 5 14 344 280 624 04:30 11 18 29 306 294 600 04:45 22 52 20 51 42 103 355 1316 274 1133 629 244905:00 21 30 51 325 317 642 05:15 34 44 78 350 313 663 05:30 49 83 132 314 293 607 05:45 88 192 103 260 191 452 319 1308 226 1149 545 245706:00 65 99 164 252 241 493 06:15 98 144 242 220 260 480 06:30 132 239 371 217 205 422 06:45 227 522 279 761 506 1283 189 878 157 863 346 174107:00 223 313 536 156 172 328 07:15 302 312 614 136 138 274 07:30 378 315 693 152 130 282 07:45 412 1315 362 1302 774 2617 141 585 109 549 250 113408:00 430 316 746 103 117 220 08:15 410 317 727 92 124 216 08:30 343 268 611 86 97 183 08:45 330 1513 205 1106 535 2619 91 372 88 426 179 79809:00 233 176 409 65 78 143 09:15 224 198 422 58 49 107 09:30 208 141 349 53 58 111 09:45 204 869 138 653 342 1522 41 217 50 235 91 45210:00 160 140 300 34 37 71 10:15 182 170 352 29 37 66 10:30 173 150 323 27 33 60 10:45 150 665 146 606 296 1271 32 122 25 132 57 25411:00 182 139 321 16 19 35 11:15 141 133 274 20 17 37 11:30 182 142 324 17 15 32 11:45 177 682 156 570 333 1252 10 63 12 63 22 126 TOTALS 5887 5399 11286 8458 7613 16071 SPLIT %52.2%47.8%41.3%52.6%47.4%58.7% NB SB EB WB 14,345 13,012 0 0 AM Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45 AM Pk Volume 1630 1310 2940 1344 1198 2541 Pk Hr Factor 0.948 0.905 0.950 0.946 0.945 0.958 7 - 9 Volume 2828 2408 0 0 5236 2624 2282 0 0 4906 7 - 9 Peak Hour 07:30 07:30 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 1630 1310 0 0 2940 1344 1198 0 0 2541 Pk Hr Factor 0.948 0.905 0.000 0.000 0.950 0.946 0.945 0.000 0.000 0.958 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln 21:3021:4522:00 Total27,357 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total27,357 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_014 NB SB EB WB 14,921 13,479 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 11 18 196 186 382 00:15 18 11 29 183 160 34300:30 9 9 18 159 178 33700:45 3 37 8 39 11 76 198 736 153 677 351 141301:00 6 7 13 223 145 36801:15 2 8 10 175 182 35701:30 1 2 3 207 201 40801:45 5 14 7 24 12 38 198 803 201 729 399 153202:00 6 4 10 196 211 407 02:15 2 4 6 203 191 394 02:30 7 1 8 258 202 460 02:45 1 16 2 11 3 27 272 929 248 852 520 178103:00 2 2 4 253 276 529 03:15 6 3 9 348 259 607 03:30 3 11 14 393 269 662 03:45 13 24 10 26 23 50 321 1315 233 1037 554 235204:00 7 8 15 302 257 559 04:15 5 10 15 335 254 589 04:30 15 20 35 359 286 645 04:45 21 48 24 62 45 110 325 1321 324 1121 649 244205:00 16 29 45 366 330 696 05:15 30 36 66 348 324 672 05:30 47 96 143 347 317 664 05:45 75 168 130 291 205 459 294 1355 260 1231 554 258606:00 77 121 198 275 224 499 06:15 106 179 285 236 208 444 06:30 147 228 375 216 183 399 06:45 242 572 274 802 516 1374 207 934 158 773 365 170707:00 259 261 520 132 163 295 07:15 347 329 676 162 156 318 07:30 396 357 753 135 144 279 07:45 401 1403 319 1266 720 2669 131 560 117 580 248 114008:00 449 338 787 117 113 230 08:15 378 338 716 90 97 187 08:30 353 279 632 83 96 179 08:45 350 1530 197 1152 547 2682 111 401 94 400 205 80109:00 225 188 413 85 79 164 09:15 214 166 380 74 75 149 09:30 196 150 346 75 62 137 09:45 216 851 136 640 352 1491 52 286 50 266 102 55210:00 167 132 299 47 51 98 10:15 186 170 356 39 44 83 10:30 165 175 340 24 26 50 10:45 145 663 128 605 273 1268 44 154 46 167 90 32111:00 174 150 324 28 23 51 11:15 171 154 325 29 23 52 11:30 173 174 347 20 15 35 11:45 189 707 169 647 358 1354 17 94 20 81 37 175 TOTALS 6033 5565 11598 8888 7914 16802 SPLIT %52.0%48.0%40.8%52.9%47.1%59.2% NB SB EB WB 14,921 13,479 0 0 AM Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45 AM Pk Volume 1624 1352 2976 1398 1295 2681 Pk Hr Factor 0.904 0.947 0.945 0.955 0.981 0.963 7 - 9 Volume 2933 2418 0 0 5351 2676 2352 0 0 5028 7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:45 7 - 9 Pk Volume 1624 1352 0 0 2976 1398 1295 0 0 2681 Pk Hr Factor 0.904 0.947 0.000 0.000 0.945 0.955 0.981 0.000 0.000 0.963 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total28,400 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Melrose Dr Bet. Palomar Airport Rd & Poinsettia Ln Thursday 5/2/2019 DAILY TOTALS Total28,400 Project #:CA19_4201_014 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. Palomar Airport Rd & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_014 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. Palomar Airport Rd & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 19 Location: Melrose Drive Between Poinsettia Ln and Rancho Santa Fe Road Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_015 NB SB EB WB 10,340 10,283 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 2 9 11 139 124 263 00:15 3 5 8 107 113 22000:30 7 8 15 124 140 26400:45 6 18 4 26 10 44 143 513 135 512 278 102501:00 4 4 8 139 112 25101:15 5 1 6 128 154 28201:30 3 2 5 209 142 35101:45 1 13 4 11 5 24 177 653 145 553 322 120602:00 1 2 3 178 120 298 02:15 1 1 2 152 223 375 02:30 2 4 6 200 182 382 02:45 4 8 3 10 7 18 164 694 179 704 343 139803:00 2 3 5 180 172 352 03:15 2 3 5 171 223 394 03:30 3 10 13 267 199 466 03:45 10 17 6 22 16 39 191 809 239 833 430 164204:00 6 4 10 232 246 478 04:15 6 5 11 224 246 470 04:30 12 10 22 252 236 488 04:45 12 36 14 33 26 69 236 944 245 973 481 191705:00 17 15 32 226 288 514 05:15 27 29 56 229 294 523 05:30 41 49 90 179 258 437 05:45 64 149 75 168 139 317 197 831 213 1053 410 188406:00 39 67 106 177 186 363 06:15 69 82 151 140 223 363 06:30 79 141 220 140 179 319 06:45 154 341 174 464 328 805 133 590 132 720 265 131007:00 148 188 336 106 168 274 07:15 223 186 409 98 126 224 07:30 287 212 499 96 121 217 07:45 392 1050 224 810 616 1860 76 376 84 499 160 87508:00 353 211 564 69 97 166 08:15 346 198 544 57 103 160 08:30 289 201 490 52 72 124 08:45 205 1193 178 788 383 1981 47 225 73 345 120 57009:00 189 134 323 48 57 105 09:15 157 140 297 32 44 76 09:30 147 109 256 46 44 90 09:45 131 624 112 495 243 1119 26 152 32 177 58 32910:00 109 99 208 20 27 47 10:15 128 124 252 23 34 57 10:30 121 109 230 16 25 41 10:45 124 482 125 457 249 939 24 83 30 116 54 19911:00 116 125 241 12 11 23 11:15 111 117 228 14 12 26 11:30 159 108 267 14 13 27 11:45 103 489 118 468 221 957 10 50 10 46 20 96 TOTALS 4420 3752 8172 5920 6531 12451 SPLIT %54.1%45.9%39.6%47.5%52.5%60.4% NB SB EB WB 10,340 10,283 0 0 AM Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30 AM Pk Volume 1380 845 2223 944 1085 2006 Pk Hr Factor 0.880 0.943 0.902 0.937 0.923 0.959 7 - 9 Volume 2243 1598 0 0 3841 1775 2026 0 0 3801 7 - 9 Peak Hour 07:45 07:30 07:30 16:00 16:45 16:30 7 - 9 Pk Volume 1380 845 0 0 2223 944 1085 0 0 2006 Pk Hr Factor 0.880 0.943 0.000 0.000 0.902 0.937 0.923 0.000 0.000 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd 21:3021:4522:00 Total20,623 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total20,623 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_015 NB SB EB WB 10,379 10,234 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 7 10 17 137 148 285 00:15 9 9 18 116 143 25900:30 4 8 12 134 147 28100:45 2 22 5 32 7 54 137 524 133 571 270 109501:00 2 7 9 149 113 26201:15 2 6 8 117 152 26901:30 1 2 3 135 145 28001:45 1 6 3 18 4 24 129 530 161 571 290 110102:00 2 1 3 136 178 314 02:15 3 4 7 144 148 292 02:30 4 6 10 259 144 403 02:45 3 12 1 12 4 24 207 746 162 632 369 137803:00 2 3 5 214 183 397 03:15 3 3 6 236 279 515 03:30 5 5 10 236 196 432 03:45 7 17 10 21 17 38 207 893 229 887 436 178004:00 4 6 10 206 193 399 04:15 3 9 12 220 244 464 04:30 12 7 19 243 231 474 04:45 12 31 16 38 28 69 198 867 236 904 434 177105:00 16 16 32 236 252 488 05:15 23 25 48 229 289 518 05:30 37 56 93 252 268 520 05:45 52 128 94 191 146 319 233 950 199 1008 432 195806:00 37 70 107 155 199 354 06:15 76 98 174 167 183 350 06:30 77 145 222 146 136 282 06:45 134 324 150 463 284 787 131 599 143 661 274 126007:00 167 194 361 99 120 219 07:15 227 220 447 125 108 233 07:30 278 221 499 93 126 219 07:45 363 1035 179 814 542 1849 71 388 87 441 158 82908:00 371 216 587 83 83 166 08:15 297 228 525 57 77 134 08:30 264 223 487 56 74 130 08:45 212 1144 169 836 381 1980 67 263 70 304 137 56709:00 185 132 317 38 68 106 09:15 130 104 234 61 65 126 09:30 138 107 245 43 52 95 09:45 138 591 87 430 225 1021 25 167 42 227 67 39410:00 121 100 221 29 40 69 10:15 119 123 242 23 37 60 10:30 106 121 227 20 25 45 10:45 102 448 119 463 221 911 30 102 37 139 67 24111:00 136 104 240 15 23 38 11:15 131 117 248 18 14 32 11:30 128 125 253 24 21 45 11:45 130 525 154 500 284 1025 10 67 13 71 23 138 TOTALS 4283 3818 8101 6096 6416 12512 SPLIT %52.9%47.1%39.3%48.7%51.3%60.7% NB SB EB WB 10,379 10,234 0 0 AM Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45 AM Pk Volume 1309 846 2153 950 1045 1960 Pk Hr Factor 0.882 0.928 0.917 0.942 0.904 0.942 7 - 9 Volume 2179 1650 0 0 3829 1817 1912 0 0 3729 7 - 9 Peak Hour 07:30 07:45 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 1309 846 0 0 2153 950 1045 0 0 1960 Pk Hr Factor 0.882 0.928 0.000 0.000 0.917 0.942 0.904 0.000 0.000 0.942 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total20,613 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Melrose Dr Bet. Poinsettia Ln & S Rancho Santa Fe Rd Thursday 5/2/2019 DAILY TOTALS Total20,613 Project #:CA19_4201_015 City:Carlsbad Location:Date:5/1/2019Melrose Dr Bet. Poinsettia Ln & S Rancho Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_015 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Melrose Dr Bet. Poinsettia Ln & S Rancho 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 20 Location: Rancho Santa Fe Between City Limits and Camino Junipero Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_016 NB SB EB WB 24,514 26,011 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 38 19 57 354 299 653 00:15 32 14 46 322 309 63100:30 24 13 37 322 385 70700:45 21 115 12 58 33 173 356 1354 313 1306 669 266001:00 21 9 30 313 282 59501:15 10 19 29 372 325 69701:30 8 10 18 376 334 71001:45 8 47 10 48 18 95 398 1459 351 1292 749 275102:00 5 5 10 319 347 666 02:15 6 3 9 430 333 763 02:30 5 9 14 397 399 796 02:45 10 26 7 24 17 50 525 1671 355 1434 880 310503:00 11 8 19 582 329 911 03:15 4 19 23 470 379 849 03:30 8 23 31 599 385 984 03:45 8 31 33 83 41 114 594 2245 401 1494 995 373904:00 11 34 45 687 350 1037 04:15 9 48 57 581 374 955 04:30 22 60 82 625 424 1049 04:45 15 57 89 231 104 288 661 2554 418 1566 1079 412005:00 25 97 122 666 442 1108 05:15 38 114 152 638 413 1051 05:30 70 187 257 628 431 1059 05:45 80 213 279 677 359 890 619 2551 387 1673 1006 422406:00 76 348 424 533 366 899 06:15 105 449 554 573 352 925 06:30 171 581 752 453 312 765 06:45 188 540 653 2031 841 2571 408 1967 275 1305 683 327207:00 188 823 1011 315 283 598 07:15 248 736 984 389 272 661 07:30 302 784 1086 342 208 550 07:45 323 1061 740 3083 1063 4144 299 1345 184 947 483 229208:00 324 727 1051 339 180 519 08:15 327 617 944 290 195 485 08:30 342 711 1053 263 155 418 08:45 321 1314 601 2656 922 3970 222 1114 129 659 351 177309:00 284 487 771 250 112 362 09:15 254 497 751 176 100 276 09:30 283 451 734 196 103 299 09:45 293 1114 431 1866 724 2980 157 779 83 398 240 117710:00 283 366 649 154 89 243 10:15 284 363 647 127 58 185 10:30 300 328 628 104 60 164 10:45 276 1143 393 1450 669 2593 59 444 52 259 111 70311:00 283 351 634 79 43 122 11:15 278 365 643 47 21 68 11:30 304 349 653 35 21 56 11:45 307 1172 302 1367 609 2539 37 198 19 104 56 302 TOTALS 6833 13574 20407 17681 12437 30118 SPLIT %33.5%66.5%40.4%58.7%41.3%59.6% NB SB EB WB 24,514 26,011 0 0 AM Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45 AM Pk Volume 1316 3083 4184 2593 1704 4297 Pk Hr Factor 0.962 0.937 0.963 0.973 0.964 0.970 7 - 9 Volume 2375 5739 0 0 8114 5105 3239 0 0 8344 7 - 9 Peak Hour 07:45 07:00 07:15 16:45 16:45 16:45 7 - 9 Pk Volume 1316 3083 0 0 4184 2593 1704 0 0 4297 Pk Hr Factor 0.962 0.937 0.000 0.000 0.963 0.973 0.964 0.000 0.000 0.970 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Rancho Santa Fe Rd Bet. City Limits & Camino Junipero 21:3021:4522:00 Total50,525 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total50,525 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_016 NB SB EB WB 24,472 26,292 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 33 17 50 306 349 655 00:15 35 13 48 324 335 65900:30 28 17 45 348 340 68800:45 19 115 9 56 28 171 352 1330 361 1385 713 271501:00 16 15 31 314 287 60101:15 7 9 16 393 344 73701:30 10 10 20 390 333 72301:45 6 39 5 39 11 78 374 1471 333 1297 707 276802:00 9 10 19 390 344 734 02:15 6 6 12 426 343 769 02:30 7 8 15 444 350 794 02:45 9 31 3 27 12 58 492 1752 378 1415 870 316703:00 6 5 11 580 352 932 03:15 7 14 21 563 390 953 03:30 6 27 33 499 350 849 03:45 5 24 32 78 37 102 544 2186 411 1503 955 368904:00 9 43 52 594 364 958 04:15 8 38 46 643 402 1045 04:30 14 53 67 603 384 987 04:45 16 47 99 233 115 280 597 2437 432 1582 1029 401905:00 20 103 123 650 402 1052 05:15 44 125 169 628 402 1030 05:30 65 189 254 645 445 1090 05:45 65 194 317 734 382 928 585 2508 374 1623 959 413106:00 86 306 392 547 349 896 06:15 93 478 571 555 356 911 06:30 158 636 794 453 310 763 06:45 196 533 662 2082 858 2615 434 1989 296 1311 730 330007:00 209 820 1029 398 283 681 07:15 242 779 1021 342 265 607 07:30 318 819 1137 351 189 540 07:45 326 1095 738 3156 1064 4251 314 1405 209 946 523 235108:00 324 683 1007 328 171 499 08:15 335 632 967 270 201 471 08:30 338 765 1103 246 156 402 08:45 324 1321 640 2720 964 4041 226 1070 168 696 394 176609:00 279 469 748 229 126 355 09:15 287 452 739 210 114 324 09:30 276 428 704 157 114 271 09:45 286 1128 348 1697 634 2825 155 751 96 450 251 120110:00 285 340 625 150 77 227 10:15 300 414 714 128 75 203 10:30 267 377 644 120 52 172 10:45 274 1126 345 1476 619 2602 96 494 63 267 159 76111:00 299 345 644 61 43 104 11:15 277 330 607 60 34 94 11:30 285 305 590 52 40 92 11:45 345 1206 387 1367 732 2573 47 220 35 152 82 372 TOTALS 6859 13665 20524 17613 12627 30240 SPLIT %33.4%66.6%40.4%58.2%41.8%59.6% NB SB EB WB 24,472 26,292 0 0 AM Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45 AM Pk Volume 1323 3156 4251 2520 1681 4201 Pk Hr Factor 0.979 0.962 0.935 0.969 0.944 0.964 7 - 9 Volume 2416 5876 0 0 8292 4945 3205 0 0 8150 7 - 9 Peak Hour 07:45 07:00 07:00 16:45 16:45 16:45 7 - 9 Pk Volume 1323 3156 0 0 4251 2520 1681 0 0 4201 Pk Hr Factor 0.979 0.962 0.000 0.000 0.935 0.969 0.944 0.000 0.000 0.964 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total50,764 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Rancho Santa Fe Rd Bet. City Limits & Camino Junipero Thursday 5/2/2019 DAILY TOTALS Total50,764 Project #:CA19_4201_016 City:Carlsbad Location:Date:5/1/2019Rancho Santa Fe Rd Bet. City Limits & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_016 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Rancho Santa Fe Rd Bet. City Limits & 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 21 Location: Rancho Santa Fe Between Camino Junipero and La Costa Avenue Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_017 NB SB EB WB 20,091 21,721 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 16 46 297 269 566 00:15 32 12 44 257 280 53700:30 17 12 29 266 332 59800:45 18 97 11 51 29 148 296 1116 263 1144 559 226001:00 16 7 23 297 248 54501:15 7 12 19 282 293 57501:30 10 9 19 330 304 63401:45 5 38 7 35 12 73 349 1258 306 1151 655 240902:00 6 4 10 306 308 614 02:15 7 3 10 322 300 622 02:30 4 5 9 413 324 737 02:45 9 26 6 18 15 44 478 1519 317 1249 795 276803:00 7 7 14 432 291 723 03:15 4 14 18 457 322 779 03:30 7 21 28 425 342 767 03:45 6 24 26 68 32 92 503 1817 329 1284 832 310104:00 14 29 43 503 304 807 04:15 7 35 42 489 329 818 04:30 14 50 64 501 310 811 04:45 12 47 75 189 87 236 480 1973 369 1312 849 328505:00 19 71 90 547 330 877 05:15 31 102 133 481 336 817 05:30 64 164 228 501 352 853 05:45 62 176 225 562 287 738 469 1998 322 1340 791 333806:00 59 288 347 432 281 713 06:15 98 368 466 465 301 766 06:30 140 490 630 334 262 596 06:45 153 450 550 1696 703 2146 309 1540 216 1060 525 260007:00 180 654 834 290 230 520 07:15 196 635 831 304 210 514 07:30 302 629 931 283 150 433 07:45 258 936 596 2514 854 3450 235 1112 173 763 408 187508:00 294 580 874 252 147 399 08:15 313 488 801 229 154 383 08:30 261 596 857 213 131 344 08:45 255 1123 494 2158 749 3281 210 904 107 539 317 144309:00 221 397 618 193 107 300 09:15 209 401 610 156 86 242 09:30 206 377 583 156 89 245 09:45 226 862 357 1532 583 2394 123 628 72 354 195 98210:00 245 316 561 126 75 201 10:15 222 305 527 113 52 165 10:30 250 279 529 88 53 141 10:45 204 921 339 1239 543 2160 56 383 49 229 105 61211:00 250 282 532 61 33 94 11:15 220 304 524 41 19 60 11:30 239 306 545 32 17 49 11:45 274 983 253 1145 527 2128 26 160 20 89 46 249 TOTALS 5683 11207 16890 14408 10514 24922 SPLIT %33.6%66.4%40.4%57.8%42.2%59.6% NB SB EB WB 20,091 21,721 0 0 AM Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45 AM Pk Volume 1167 2514 3490 2017 1387 3396 Pk Hr Factor 0.932 0.961 0.937 0.922 0.940 0.968 7 - 9 Volume 2059 4672 0 0 6731 3971 2652 0 0 6623 7 - 9 Peak Hour 07:30 07:00 07:15 16:15 16:45 16:45 7 - 9 Pk Volume 1167 2514 0 0 3490 2017 1387 0 0 3396 Pk Hr Factor 0.932 0.961 0.000 0.000 0.937 0.922 0.940 0.000 0.000 0.968 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave 21:3021:4522:00 Total41,812 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total41,812 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_017 NB SB EB WB 19,826 22,135 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 25 12 37 254 290 544 00:15 27 11 38 272 294 56600:30 19 13 32 283 301 58400:45 16 87 9 45 25 132 271 1080 311 1196 582 227601:00 13 13 26 271 251 52201:15 9 8 17 304 295 59901:30 10 8 18 332 294 62601:45 5 37 7 36 12 73 292 1199 297 1137 589 233602:00 7 6 13 313 324 637 02:15 6 7 13 346 312 658 02:30 6 8 14 399 311 710 02:45 4 23 2 23 6 46 403 1461 332 1279 735 274003:00 7 4 11 446 288 734 03:15 6 12 18 460 342 802 03:30 5 21 26 433 318 751 03:45 8 26 26 63 34 89 462 1801 385 1333 847 313404:00 8 37 45 462 277 739 04:15 9 30 39 516 364 880 04:30 12 49 61 466 332 798 04:45 12 41 82 198 94 239 513 1957 368 1341 881 329805:00 17 87 104 469 352 821 05:15 37 97 134 461 336 797 05:30 55 160 215 549 392 941 05:45 47 156 250 594 297 750 460 1939 334 1414 794 335306:00 88 258 346 367 285 652 06:15 73 361 434 466 289 755 06:30 139 518 657 354 259 613 06:45 150 450 556 1693 706 2143 347 1534 259 1092 606 262607:00 207 653 860 298 229 527 07:15 184 624 808 282 216 498 07:30 301 687 988 277 159 436 07:45 288 980 581 2545 869 3525 255 1112 185 789 440 190108:00 256 548 804 243 142 385 08:15 291 493 784 238 176 414 08:30 249 597 846 219 146 365 08:45 247 1043 468 2106 715 3149 180 880 151 615 331 149509:00 233 415 648 211 114 325 09:15 203 387 590 171 90 261 09:30 236 333 569 123 102 225 09:45 215 887 288 1423 503 2310 145 650 90 396 235 104610:00 243 294 537 128 64 192 10:15 234 321 555 122 69 191 10:30 206 321 527 103 49 152 10:45 209 892 301 1237 510 2129 89 442 55 237 144 67911:00 260 296 556 63 41 104 11:15 214 299 513 46 34 80 11:30 225 285 510 46 35 81 11:45 252 951 327 1207 579 2158 43 198 26 136 69 334 TOTALS 5573 11170 16743 14253 10965 25218 SPLIT %33.3%66.7%39.9%56.5%43.5%60.1% NB SB EB WB 19,826 22,135 0 0 AM Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45 AM Pk Volume 1136 2545 3525 1992 1448 3440 Pk Hr Factor 0.944 0.926 0.892 0.907 0.923 0.914 7 - 9 Volume 2023 4651 0 0 6674 3896 2755 0 0 6651 7 - 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45 7 - 9 Pk Volume 1136 2545 0 0 3525 1992 1448 0 0 3440 Pk Hr Factor 0.944 0.926 0.000 0.000 0.892 0.907 0.923 0.000 0.000 0.914 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total41,961 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Rancho Santa Fe Rd Bet. Camino Junipero & La Costa Ave Thursday 5/2/2019 DAILY TOTALS Total41,961 Project #:CA19_4201_017 City:Carlsbad Location:Date:5/1/2019Rancho Santa Fe Rd Bet. Camino Junipero & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_017 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Rancho Santa Fe Rd Bet. Camino Junipero & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 22 Rancho Santa Fe Between La Costa Avenue and Calle Barcelona 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 23 Rancho Santa Fe Between Calle Barcelona and Olivenhain Road 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 24 Location: Cannon Road Between Avenida Encinas and Paseo del Norte Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_018 NB SB EB WB 0 0 14,491 14,076 AM Period NB SB EB WB NB SB EB WB 00:00 9 15 24 248 249 497 00:15 13 11 24 248 204 45200:30 4 7 11 260 225 48500:45 4 30 5 38 9 68 266 1022 212 890 478 191201:00 9 6 15 229 218 44701:15 10 6 16 211 213 42401:30 2 5 7 219 226 44501:45 5 26 3 20 8 46 235 894 235 892 470 178602:00 1 1 2 197 241 438 02:15 6 5 11 207 230 437 02:30 8 2 10 201 264 465 02:45 6 21 3 11 9 32 250 855 262 997 512 185203:00 4 2 6 180 304 484 03:15 6 4 10 221 279 500 03:30 6 5 11 228 391 619 03:45 7 23 13 24 20 47 238 867 313 1287 551 215404:00 10 8 18 249 384 633 04:15 5 13 18 260 355 615 04:30 13 12 25 190 362 552 04:45 44 72 27 60 71 132 268 967 339 1440 607 240705:00 23 27 50 267 462 729 05:15 27 38 65 240 535 775 05:30 54 50 104 226 431 657 05:45 94 198 63 178 157 376 233 966 338 1766 571 273206:00 88 115 203 196 295 491 06:15 120 122 242 166 249 415 06:30 146 173 319 167 233 400 06:45 217 571 175 585 392 1156 155 684 183 960 338 164407:00 230 180 410 115 160 275 07:15 275 165 440 109 133 242 07:30 366 180 546 134 128 262 07:45 457 1328 151 676 608 2004 123 481 118 539 241 102008:00 470 155 625 111 104 215 08:15 351 186 537 107 105 212 08:30 343 150 493 102 93 195 08:45 364 1528 165 656 529 2184 79 399 70 372 149 77109:00 297 164 461 67 104 171 09:15 256 148 404 75 77 152 09:30 250 158 408 83 62 145 09:45 303 1106 177 647 480 1753 69 294 42 285 111 57910:00 219 159 378 52 42 94 10:15 264 171 435 48 37 85 10:30 205 186 391 32 26 58 10:45 270 958 189 705 459 1663 44 176 41 146 85 32211:00 208 189 397 39 32 71 11:15 221 172 393 27 23 50 11:30 227 216 443 26 35 61 11:45 258 914 224 801 482 1715 19 111 11 101 30 212 TOTALS 6775 4401 11176 7716 9675 17391 SPLIT %60.6%39.4%39.1%44.4%55.6%60.9% NB SB EB WB 0 0 14,491 14,076 AM Peak Hour 07:30 11:45 07:30 12:00 16:45 16:45 AM Pk Volume 1644 902 2316 1022 1767 2768 Pk Hr Factor 0.874 0.906 0.926 0.961 0.826 0.893 7 - 9 Volume 0 0 2856 1332 4188 0 0 1933 3206 5139 7 - 9 Peak Hour 07:30 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 1644 676 2316 0 0 1001 1767 2768 Pk Hr Factor 0.000 0.000 0.874 0.939 0.926 0.000 0.000 0.934 0.826 0.893 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Avenida Encinas & Paseo Del Norte 21:3021:4522:00 Total28,567 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total28,567 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_018 NB SB EB WB 0 0 14,164 14,018 AM Period NB SB EB WB NB SB EB WB 00:00 17 26 43 248 234 482 00:15 13 10 23 229 218 44700:30 12 8 20 254 202 45600:45 9 51 9 53 18 104 247 978 218 872 465 185001:00 8 8 16 299 231 53001:15 6 7 13 209 253 46201:30 2 6 8 232 238 47001:45 6 22 4 25 10 47 212 952 232 954 444 190602:00 7 2 9 222 237 459 02:15 4 5 9 220 293 513 02:30 6 4 10 211 258 469 02:45 15 32 2 13 17 45 237 890 287 1075 524 196503:00 2 9 11 242 345 587 03:15 4 2 6 227 292 519 03:30 12 4 16 216 366 582 03:45 10 28 10 25 20 53 267 952 297 1300 564 225204:00 4 11 15 201 360 561 04:15 6 11 17 242 356 598 04:30 16 20 36 225 387 612 04:45 54 80 18 60 72 140 252 920 413 1516 665 243605:00 26 29 55 248 496 744 05:15 32 45 77 243 495 738 05:30 57 48 105 224 383 607 05:45 93 208 65 187 158 395 215 930 308 1682 523 261206:00 67 93 160 225 309 534 06:15 130 144 274 197 227 424 06:30 157 161 318 164 167 331 06:45 234 588 169 567 403 1155 130 716 169 872 299 158807:00 250 185 435 141 153 294 07:15 303 162 465 139 115 254 07:30 348 172 520 100 107 207 07:45 492 1393 127 646 619 2039 92 472 97 472 189 94408:00 408 156 564 76 128 204 08:15 369 200 569 102 93 195 08:30 335 156 491 90 87 177 08:45 366 1478 153 665 519 2143 66 334 94 402 160 73609:00 269 154 423 80 113 193 09:15 242 158 400 69 84 153 09:30 252 156 408 62 65 127 09:45 253 1016 136 604 389 1620 58 269 51 313 109 58210:00 253 171 424 43 28 71 10:15 227 161 388 44 27 71 10:30 216 172 388 35 30 65 10:45 244 940 178 682 422 1622 29 151 29 114 58 26511:00 136 203 339 36 24 60 11:15 137 196 333 21 16 37 11:30 146 224 370 15 15 30 11:45 258 677 231 854 489 1531 15 87 10 65 25 152 TOTALS 6513 4381 10894 7651 9637 17288 SPLIT %59.8%40.2%38.7%44.3%55.7%61.3% NB SB EB WB 0 0 14,164 14,018 AM Peak Hour 07:30 11:30 07:30 12:15 16:30 16:30 AM Pk Volume 1617 907 2272 1029 1791 2759 Pk Hr Factor 0.822 0.969 0.918 0.860 0.903 0.927 7 - 9 Volume 0 0 2871 1311 4182 0 0 1850 3198 5048 7 - 9 Peak Hour 07:30 08:00 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 1617 665 2272 0 0 968 1791 2759 Pk Hr Factor 0.000 0.000 0.822 0.831 0.918 0.000 0.000 0.960 0.903 0.927 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total28,182 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Avenida Encinas & Paseo Del Norte Wednesday 5/8/2019 DAILY TOTALS Total28,182 Project #:CA19_4201_018 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Avenida Encinas & Paseo Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_018 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Avenida Encinas & Paseo 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 25 Location: Cannon Road Between Paseo del Norte and Car Country Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_019 NB SB EB WB 0 0 11,258 11,280 AM Period NB SB EB WB NB SB EB WB 00:00 6 10 16 165 189 354 00:15 12 11 23 153 141 29400:30 5 5 10 164 166 33000:45 5 28 5 31 10 59 184 666 135 631 319 129701:00 9 4 13 169 159 32801:15 7 7 14 131 133 26401:30 3 2 5 163 170 33301:45 4 23 3 16 7 39 169 632 180 642 349 127402:00 1 1 2 167 158 325 02:15 2 4 6 172 176 348 02:30 4 2 6 160 217 377 02:45 0 7 3 10 3 17 202 701 214 765 416 146603:00 0 2 2 144 239 383 03:15 3 4 7 168 226 394 03:30 7 5 12 195 305 500 03:45 5 15 12 23 17 38 181 688 259 1029 440 171704:00 10 8 18 211 288 499 04:15 3 14 17 224 271 495 04:30 12 12 24 159 289 448 04:45 33 58 28 62 61 120 216 810 271 1119 487 192905:00 22 26 48 219 390 609 05:15 22 39 61 215 470 685 05:30 45 58 103 201 356 557 05:45 69 158 59 182 128 340 201 836 279 1495 480 233106:00 61 112 173 187 226 413 06:15 96 123 219 133 187 320 06:30 111 186 297 130 155 285 06:45 168 436 197 618 365 1054 111 561 129 697 240 125807:00 172 187 359 104 113 217 07:15 187 176 363 100 87 187 07:30 291 192 483 112 92 204 07:45 381 1031 153 708 534 1739 93 409 71 363 164 77208:00 356 167 523 92 50 142 08:15 295 178 473 92 57 149 08:30 272 142 414 86 64 150 08:45 287 1210 159 646 446 1856 77 347 50 221 127 56809:00 235 147 382 61 40 101 09:15 204 121 325 64 37 101 09:30 197 138 335 55 36 91 09:45 198 834 165 571 363 1405 61 241 18 131 79 37210:00 166 132 298 50 21 71 10:15 190 138 328 33 13 46 10:30 155 149 304 24 18 42 10:45 172 683 151 570 323 1253 41 148 31 83 72 23111:00 158 125 283 33 18 51 11:15 163 129 292 24 13 37 11:30 153 169 322 21 23 44 11:45 169 643 180 603 349 1246 15 93 10 64 25 157 TOTALS 5126 4040 9166 6132 7240 13372 SPLIT %55.9%44.1%40.7%45.9%54.1%59.3% NB SB EB WB 0 0 11,258 11,280 AM Peak Hour 07:30 06:45 07:30 16:45 17:00 16:45 AM Pk Volume 1323 752 2013 851 1495 2338 Pk Hr Factor 0.868 0.954 0.942 0.971 0.795 0.853 7 - 9 Volume 0 0 2241 1354 3595 0 0 1646 2614 4260 7 - 9 Peak Hour 07:30 07:00 07:30 16:45 17:00 16:45 7 - 9 Pk Volume 0 0 1323 708 2013 0 0 851 1495 2338 Pk Hr Factor 0.000 0.000 0.868 0.922 0.942 0.000 0.000 0.971 0.795 0.853 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Paseo Del Norte & Car Country Dr 21:3021:4522:00 Total22,538 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total22,538 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_019 NB SB EB WB 0 0 11,259 11,227 AM Period NB SB EB WB NB SB EB WB 00:00 13 16 29 166 155 321 00:15 15 6 21 173 180 35300:30 9 6 15 174 153 32700:45 7 44 3 31 10 75 163 676 149 637 312 131301:00 7 8 15 194 164 35801:15 4 6 10 172 172 34401:30 2 4 6 176 173 34901:45 4 17 1 19 5 36 166 708 180 689 346 139702:00 7 2 9 171 173 344 02:15 2 5 7 179 209 388 02:30 6 4 10 158 186 344 02:45 6 21 2 13 8 34 212 720 225 793 437 151303:00 2 9 11 199 270 469 03:15 2 2 4 187 214 401 03:30 9 4 13 192 298 490 03:45 2 15 7 22 9 37 197 775 231 1013 428 178804:00 1 10 11 183 287 470 04:15 5 10 15 202 255 457 04:30 15 21 36 204 321 525 04:45 38 59 22 63 60 122 211 800 336 1199 547 199905:00 19 29 48 220 412 632 05:15 25 40 65 209 410 619 05:30 41 49 90 211 330 541 05:45 75 160 63 181 138 341 196 836 238 1390 434 222606:00 54 99 153 183 244 427 06:15 98 143 241 176 153 329 06:30 120 174 294 135 124 259 06:45 171 443 194 610 365 1053 103 597 112 633 215 123007:00 173 189 362 118 102 220 07:15 219 174 393 99 85 184 07:30 276 174 450 90 74 164 07:45 393 1061 138 675 531 1736 84 391 56 317 140 70808:00 322 160 482 66 66 132 08:15 295 197 492 87 48 135 08:30 291 139 430 78 46 124 08:45 291 1199 155 651 446 1850 63 294 54 214 117 50809:00 219 152 371 76 69 145 09:15 187 142 329 69 49 118 09:30 187 131 318 56 37 93 09:45 194 787 123 548 317 1335 50 251 21 176 71 42710:00 186 158 344 35 14 49 10:15 164 135 299 43 14 57 10:30 155 146 301 32 16 48 10:45 167 672 139 578 306 1250 30 140 25 69 55 20911:00 112 151 263 36 20 56 11:15 99 154 253 20 13 33 11:30 122 180 302 13 12 25 11:45 178 511 169 654 347 1165 13 82 7 52 20 134 TOTALS 4989 4045 9034 6270 7182 13452 SPLIT %55.2%44.8%40.2%46.6%53.4%59.8% NB SB EB WB 0 0 11,259 11,227 AM Peak Hour 07:45 06:30 07:30 16:45 16:45 16:45 AM Pk Volume 1301 731 1955 851 1488 2339 Pk Hr Factor 0.828 0.942 0.920 0.967 0.903 0.925 7 - 9 Volume 0 0 2260 1326 3586 0 0 1636 2589 4225 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 1301 675 1955 0 0 851 1488 2339 Pk Hr Factor 0.000 0.000 0.828 0.893 0.920 0.000 0.000 0.967 0.903 0.925 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total22,486 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Paseo Del Norte & Car Country Dr Wednesday 5/8/2019 DAILY TOTALS Total22,486 Project #:CA19_4201_019 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Paseo Del Norte & Car Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_019 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Paseo Del Norte & Car 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 26 Location: Cannon Road Between Car Country and Legoland Drive Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_020 NB SB EB WB 0 0 11,298 11,230 AM Period NB SB EB WB NB SB EB WB 00:00 9 9 18 166 177 343 00:15 12 12 24 157 139 29600:30 5 5 10 163 161 32400:45 2 28 5 31 7 59 199 685 137 614 336 129901:00 7 4 11 182 156 33801:15 9 4 13 156 136 29201:30 2 2 4 164 177 34101:45 4 22 3 13 7 35 163 665 167 636 330 130102:00 1 1 2 159 152 311 02:15 3 4 7 171 172 343 02:30 4 1 5 162 220 382 02:45 0 8 3 9 3 17 186 678 213 757 399 143503:00 0 2 2 151 248 399 03:15 3 4 7 158 216 374 03:30 5 5 10 204 303 507 03:45 4 12 11 22 15 34 182 695 257 1024 439 171904:00 9 9 18 217 281 498 04:15 2 16 18 217 263 480 04:30 12 13 25 185 283 468 04:45 30 53 29 67 59 120 205 824 272 1099 477 192305:00 21 27 48 253 392 645 05:15 22 39 61 243 447 690 05:30 45 60 105 231 354 585 05:45 58 146 56 182 114 328 207 934 265 1458 472 239206:00 61 119 180 206 220 426 06:15 84 128 212 153 191 344 06:30 109 199 308 156 146 302 06:45 158 412 216 662 374 1074 140 655 115 672 255 132707:00 152 213 365 112 110 222 07:15 178 193 371 117 81 198 07:30 268 213 481 130 88 218 07:45 364 962 162 781 526 1743 100 459 67 346 167 80508:00 338 172 510 107 45 152 08:15 282 183 465 100 56 156 08:30 249 150 399 94 59 153 08:45 280 1149 175 680 455 1829 87 388 39 199 126 58709:00 214 144 358 79 40 119 09:15 180 127 307 76 34 110 09:30 177 146 323 58 26 84 09:45 156 727 153 570 309 1297 66 279 20 120 86 39910:00 166 124 290 51 20 71 10:15 176 135 311 38 13 51 10:30 132 145 277 26 19 45 10:45 158 632 140 544 298 1176 38 153 31 83 69 23611:00 156 127 283 30 15 45 11:15 162 135 297 23 16 39 11:30 154 157 311 25 24 49 11:45 167 639 177 596 344 1235 15 93 10 65 25 158 TOTALS 4790 4157 8947 6508 7073 13581 SPLIT %53.5%46.5%39.7%47.9%52.1%60.3% NB SB EB WB 0 0 11,298 11,230 AM Peak Hour 07:30 06:45 07:30 17:00 16:45 16:45 AM Pk Volume 1252 835 1982 934 1465 2397 Pk Hr Factor 0.860 0.966 0.942 0.923 0.819 0.868 7 - 9 Volume 0 0 2111 1461 3572 0 0 1758 2557 4315 7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 0 0 1252 781 1982 0 0 934 1465 2397 Pk Hr Factor 0.000 0.000 0.860 0.917 0.942 0.000 0.000 0.923 0.819 0.868 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total22,528 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Cannon Rd Bet. Car Country Dr & Legoland Dr 21:3021:4522:00 Total22,528 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_020 NB SB EB WB 0 0 10,215 11,171 AM Period NB SB EB WB NB SB EB WB 00:00 16 15 31 172 162 334 00:15 20 6 26 165 167 33200:30 9 6 15 191 146 33700:45 7 52 2 29 9 81 175 703 151 626 326 132901:00 6 8 14 186 154 34001:15 4 6 10 181 172 35301:30 2 4 6 164 171 33501:45 4 16 1 19 5 35 192 723 181 678 373 140102:00 7 2 9 174 173 347 02:15 2 5 7 171 178 349 02:30 4 3 7 162 189 351 02:45 5 18 2 12 7 30 210 717 218 758 428 147503:00 3 6 9 221 264 485 03:15 2 2 4 194 203 397 03:30 7 4 11 176 294 470 03:45 4 16 7 19 11 35 204 795 226 987 430 178204:00 1 9 10 201 291 492 04:15 5 11 16 224 236 460 04:30 10 20 30 221 328 549 04:45 37 53 23 63 60 116 225 871 320 1175 545 204605:00 19 29 48 266 414 680 05:15 24 40 64 237 396 633 05:30 41 51 92 235 322 557 05:45 72 156 66 186 138 342 118 856 247 1379 365 223506:00 49 99 148 106 225 331 06:15 86 156 242 92 146 238 06:30 112 178 290 68 111 179 06:45 151 398 225 658 376 1056 50 316 108 590 158 90607:00 156 207 363 58 87 145 07:15 200 188 388 53 81 134 07:30 254 186 440 46 70 116 07:45 379 989 158 739 537 1728 39 196 55 293 94 48908:00 297 157 454 35 63 98 08:15 285 205 490 38 42 80 08:30 286 142 428 39 42 81 08:45 267 1135 170 674 437 1809 26 138 41 188 67 32609:00 211 164 375 35 66 101 09:15 165 141 306 27 49 76 09:30 198 127 325 20 33 53 09:45 168 742 124 556 292 1298 23 105 18 166 41 27110:00 172 166 338 21 11 32 10:15 149 148 297 22 17 39 10:30 149 139 288 10 15 25 10:45 143 613 145 598 288 1211 12 65 22 65 34 13011:00 113 158 271 19 19 38 11:15 83 147 230 8 10 18 11:30 133 178 311 3 12 15 11:45 181 510 180 663 361 1173 2 32 9 50 11 82 TOTALS 4698 4216 8914 5517 6955 12472 SPLIT %52.7%47.3%41.7%44.2%55.8%58.3% NB SB EB WB 0 0 10,215 11,171 AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45 AM Pk Volume 1247 806 1921 963 1458 2415 Pk Hr Factor 0.823 0.896 0.894 0.905 0.880 0.888 7 - 9 Volume 0 0 2124 1413 3537 0 0 1727 2554 4281 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 1247 739 1921 0 0 963 1458 2415 Pk Hr Factor 0.000 0.000 0.823 0.893 0.894 0.000 0.000 0.905 0.880 0.888 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Car Country Dr & Legoland Dr Wednesday 5/8/2019 DAILY TOTALS Total21,386 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total21,386 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_020 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Car Country Dr & Legoland Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_020 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Car Country Dr & Legoland 0 200 400 600 800 1000 1200 1400 1600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 27 Location: Cannon Road Between Legoland Drive and Faraday Ave Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_021 NB SB EB WB 0 0 11,057 10,641 AM Period NB SB EB WB NB SB EB WB 00:00 12 4 16 112 149 261 00:15 11 6 17 145 133 27800:30 5 5 10 143 149 29200:45 2 30 4 19 6 49 166 566 139 570 305 113601:00 8 3 11 152 127 27901:15 9 2 11 138 141 27901:30 3 2 5 152 153 30501:45 3 23 2 9 5 32 146 588 161 582 307 117002:00 1 1 2 161 132 293 02:15 4 3 7 176 154 330 02:30 4 0 4 190 172 362 02:45 0 9 2 6 2 15 184 711 207 665 391 137603:00 0 2 2 210 189 399 03:15 3 3 6 192 181 373 03:30 4 7 11 283 186 469 03:45 4 11 13 25 17 36 209 894 186 742 395 163604:00 6 10 16 292 219 511 04:15 2 19 21 279 196 475 04:30 11 17 28 279 201 480 04:45 24 43 45 91 69 134 280 1130 215 831 495 196105:00 20 29 49 316 292 608 05:15 16 50 66 298 340 638 05:30 32 74 106 336 228 564 05:45 49 117 81 234 130 351 242 1192 204 1064 446 225606:00 46 136 182 266 180 446 06:15 47 162 209 194 149 343 06:30 77 264 341 191 112 303 06:45 107 277 336 898 443 1175 160 811 97 538 257 134907:00 148 255 403 155 80 235 07:15 125 279 404 133 73 206 07:30 192 302 494 131 80 211 07:45 263 728 309 1145 572 1873 119 538 62 295 181 83308:00 255 234 489 128 36 164 08:15 203 206 409 118 42 160 08:30 216 193 409 98 47 145 08:45 201 875 188 821 389 1696 89 433 31 156 120 58909:00 163 169 332 105 30 135 09:15 118 138 256 89 31 120 09:30 116 156 272 58 19 77 09:45 104 501 163 626 267 1127 71 323 25 105 96 42810:00 118 125 243 62 20 82 10:15 100 133 233 41 13 54 10:30 110 136 246 32 19 51 10:45 128 456 146 540 274 996 44 179 14 66 58 24511:00 112 124 236 36 12 48 11:15 124 149 273 27 13 40 11:30 123 141 264 35 13 48 11:45 150 509 156 570 306 1079 15 113 5 43 20 156 TOTALS 3579 4984 8563 7478 5657 13135 SPLIT %41.8%58.2%39.5%56.9%43.1%60.5% NB SB EB WB 0 0 11,057 10,641 AM Peak Hour 07:45 06:45 07:30 16:45 16:45 16:45 AM Pk Volume 937 1172 1964 1230 1075 2305 Pk Hr Factor 0.891 0.872 0.858 0.915 0.790 0.903 7 - 9 Volume 0 0 1603 1966 3569 0 0 2322 1895 4217 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 937 1145 1964 0 0 1230 1075 2305 Pk Hr Factor 0.000 0.000 0.891 0.926 0.858 0.000 0.000 0.915 0.790 0.903 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Legoland Dr & Faraday Ave 21:3021:4522:00 Total21,698 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total21,698 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_021 NB SB EB WB 0 0 11,304 10,681 AM Period NB SB EB WB NB SB EB WB 00:00 19 11 30 145 149 294 00:15 15 5 20 125 161 28600:30 9 5 14 150 151 30100:45 7 50 10 31 17 81 141 561 155 616 296 117701:00 7 3 10 162 132 29401:15 3 4 7 159 161 32001:30 4 2 6 135 177 31201:45 3 17 0 9 3 26 169 625 167 637 336 126202:00 4 0 4 175 155 330 02:15 2 3 5 153 132 285 02:30 2 3 5 154 166 320 02:45 3 11 2 8 5 19 209 691 221 674 430 136503:00 3 5 8 249 179 428 03:15 4 3 7 203 193 396 03:30 6 5 11 238 171 409 03:45 6 19 14 27 20 46 225 915 180 723 405 163804:00 1 12 13 256 224 480 04:15 4 8 12 263 190 453 04:30 8 23 31 298 236 534 04:45 18 31 31 74 49 105 294 1111 256 906 550 201705:00 17 32 49 355 303 658 05:15 20 44 64 317 301 618 05:30 27 64 91 337 231 568 05:45 49 113 88 228 137 341 280 1289 186 1021 466 231006:00 37 117 154 270 172 442 06:15 56 190 246 240 132 372 06:30 74 258 332 190 95 285 06:45 100 267 312 877 412 1144 135 835 94 493 229 132807:00 110 267 377 166 75 241 07:15 154 241 395 128 63 191 07:30 206 262 468 123 59 182 07:45 291 761 260 1030 551 1791 115 532 45 242 160 77408:00 272 228 500 111 59 170 08:15 254 256 510 110 42 152 08:30 227 173 400 104 36 140 08:45 209 962 199 856 408 1818 94 419 36 173 130 59209:00 178 170 348 94 69 163 09:15 139 162 301 84 49 133 09:30 147 136 283 62 25 87 09:45 126 590 146 614 272 1204 78 318 15 158 93 47610:00 108 169 277 49 11 60 10:15 104 143 247 49 12 61 10:30 99 125 224 48 11 59 10:45 124 435 134 571 258 1006 54 200 18 52 72 25211:00 94 158 252 42 13 55 11:15 77 137 214 30 11 41 11:30 120 174 294 18 8 26 11:45 154 445 154 623 308 1068 17 107 6 38 23 145 TOTALS 3701 4948 8649 7603 5733 13336 SPLIT %42.8%57.2%39.3%57.0%43.0%60.7% NB SB EB WB 0 0 11,304 10,681 AM Peak Hour 07:45 06:45 07:30 16:45 16:30 16:45 AM Pk Volume 1044 1082 2029 1303 1096 2394 Pk Hr Factor 0.897 0.867 0.921 0.918 0.904 0.910 7 - 9 Volume 0 0 1723 1886 3609 0 0 2400 1927 4327 7 - 9 Peak Hour 07:45 07:00 07:30 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 1044 1030 2029 0 0 1303 1096 2394 Pk Hr Factor 0.000 0.000 0.897 0.964 0.921 0.000 0.000 0.918 0.904 0.910 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total21,985 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Legoland Dr & Faraday Ave Wednesday 5/8/2019 DAILY TOTALS Total21,985 Project #:CA19_4201_021 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. Legoland Dr & Faraday Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_021 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. Legoland Dr & Faraday Ave 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 28 Location: Cannon Road Between Faraday Ave and El Camino Real Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_022 NB SB EB WB 0 0 7,652 8,353 AM Period NB SB EB WB NB SB EB WB 00:00 14 4 18 97 105 202 00:15 12 4 16 96 121 21700:30 8 4 12 102 104 20600:45 8 42 6 18 14 60 77 372 120 450 197 82201:00 6 1 7 112 98 21001:15 2 3 5 97 121 21801:30 4 0 4 88 166 25401:45 3 15 1 5 4 20 104 401 113 498 217 89902:00 4 0 4 128 92 220 02:15 4 2 6 100 115 215 02:30 1 2 3 136 126 262 02:45 2 11 4 8 6 19 135 499 177 510 312 100903:00 2 3 5 211 113 324 03:15 2 3 5 152 125 277 03:30 2 3 5 222 88 310 03:45 4 10 13 22 17 32 189 774 113 439 302 121304:00 0 10 10 216 108 324 04:15 2 7 9 211 107 318 04:30 3 27 30 254 114 368 04:45 8 13 27 71 35 84 235 916 121 450 356 136605:00 6 35 41 321 130 451 05:15 6 37 43 266 101 367 05:30 7 56 63 323 95 418 05:45 15 34 84 212 99 246 238 1148 91 417 329 156506:00 14 106 120 231 100 331 06:15 22 198 220 184 92 276 06:30 39 273 312 141 71 212 06:45 38 113 329 906 367 1019 96 652 48 311 144 96307:00 57 248 305 124 48 172 07:15 51 237 288 89 54 143 07:30 73 262 335 98 54 152 07:45 116 297 308 1055 424 1352 85 396 37 193 122 58908:00 129 267 396 88 41 129 08:15 77 275 352 76 41 117 08:30 71 199 270 75 36 111 08:45 64 341 189 930 253 1271 69 308 47 165 116 47309:00 80 158 238 61 74 135 09:15 57 144 201 67 49 116 09:30 71 119 190 41 32 73 09:45 68 276 135 556 203 832 61 230 17 172 78 40210:00 68 133 201 38 16 54 10:15 57 114 171 32 16 48 10:30 63 100 163 31 9 40 10:45 73 261 119 466 192 727 28 129 16 57 44 18611:00 82 110 192 26 13 39 11:15 63 109 172 19 7 26 11:30 92 101 193 13 6 19 11:45 107 344 91 411 198 755 12 70 5 31 17 101 TOTALS 1757 4660 6417 5895 3693 9588 SPLIT %27.4%72.6%40.1%61.5%38.5%59.9% NB SB EB WB 0 0 7,652 8,353 AM Peak Hour 11:45 07:30 07:30 17:00 14:30 16:45 AM Pk Volume 402 1112 1507 1148 541 1592 Pk Hr Factor 0.939 0.903 0.889 0.889 0.764 0.882 7 - 9 Volume 0 0 638 1985 2623 0 0 2064 867 2931 7 - 9 Peak Hour 07:30 07:30 07:30 17:00 16:15 16:45 7 - 9 Pk Volume 0 0 395 1112 1507 0 0 1148 472 1592 Pk Hr Factor 0.000 0.000 0.766 0.903 0.889 0.000 0.000 0.889 0.908 0.882 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. Faraday Ave & El Camino Real 21:3021:4522:00 Total16,005 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total16,005 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_022 NB SB EB WB 0 0 7,375 8,099 AM Period NB SB EB WB NB SB EB WB 00:00 10 5 15 98 92 190 00:15 11 4 15 98 89 18700:30 4 7 11 94 104 19800:45 6 31 5 21 11 52 83 373 112 397 195 77001:00 5 2 7 115 107 22201:15 6 1 7 101 116 21701:30 2 0 2 99 145 24401:45 4 17 0 3 4 20 111 426 119 487 230 91302:00 3 1 4 116 102 218 02:15 2 5 7 134 91 225 02:30 4 2 6 131 138 269 02:45 1 10 3 11 4 21 124 505 130 461 254 96603:00 2 3 5 168 111 279 03:15 2 5 7 167 113 280 03:30 1 4 5 177 88 265 03:45 3 8 12 24 15 32 183 695 105 417 288 111204:00 4 8 12 221 79 300 04:15 3 5 8 199 109 308 04:30 2 24 26 271 114 385 04:45 7 16 41 78 48 94 227 918 113 415 340 133305:00 4 30 34 290 108 398 05:15 8 43 51 304 123 427 05:30 11 73 84 266 76 342 05:45 9 32 77 223 86 255 217 1077 80 387 297 146406:00 14 136 150 204 79 283 06:15 27 163 190 142 75 217 06:30 30 277 307 149 59 208 06:45 52 123 311 887 363 1010 111 606 53 266 164 87207:00 117 291 408 110 51 161 07:15 59 300 359 84 53 137 07:30 73 314 387 84 44 128 07:45 67 316 329 1234 396 1550 82 360 48 196 130 55608:00 73 250 323 94 34 128 08:15 68 195 263 96 40 136 08:30 82 232 314 69 26 95 08:45 61 284 205 882 266 1166 52 311 29 129 81 44009:00 61 147 208 61 27 88 09:15 50 151 201 74 29 103 09:30 63 141 204 52 26 78 09:45 54 228 129 568 183 796 44 231 21 103 65 33410:00 70 116 186 37 14 51 10:15 75 97 172 29 16 45 10:30 78 121 199 24 11 35 10:45 72 295 85 419 157 714 31 121 6 47 37 16811:00 73 85 158 20 17 37 11:15 69 118 187 13 11 24 11:30 91 107 198 23 6 29 11:45 85 318 93 403 178 721 18 74 7 41 25 115 TOTALS 1678 4753 6431 5697 3346 9043 SPLIT %26.1%73.9%41.6%63.0%37.0%58.4% NB SB EB WB 0 0 7,375 8,099 AM Peak Hour 11:45 07:00 07:00 16:30 14:30 16:30 AM Pk Volume 375 1234 1550 1092 492 1550 Pk Hr Factor 0.957 0.938 0.950 0.898 0.891 0.907 7 - 9 Volume 0 0 600 2116 2716 0 0 1995 802 2797 7 - 9 Peak Hour 07:00 07:00 07:00 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 316 1234 1550 0 0 1092 458 1550 Pk Hr Factor 0.000 0.000 0.675 0.938 0.950 0.000 0.000 0.898 0.931 0.907 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total15,474 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Cannon Rd Bet. Faraday Ave & El Camino Real Thursday 5/9/2019 DAILY TOTALS Total15,474 Project #:CA19_4201_022 City:Carlsbad Location:Date:5/8/2019Cannon Rd Bet. Faraday Ave & El Camino Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_022 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Cannon Rd Bet. Faraday Ave & El Camino 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 29 Location: Cannon Road Between El Camino Real and College Boulevard Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_023 NB SB EB WB 0 0 11,873 12,015 AM Period NB SB EB WB NB SB EB WB 00:00 0 0 28 5 33 0 0 173 129 302 00:15 0 0 14 5 19 0 0 147 120 26700:30 0 0 6 10 16 0 0 136 159 29500:45 0 0 5 53 2 22 7 75 0 0 152 608 161 569 313 117701:00 0 0 10 4 14 0 0 122 160 28201:15 0 0 6 1 7 0 0 148 267 41501:30 0 0 10 1 11 0 0 146 201 34701:45 0 0 6 32 3 9 9 41 0 0 159 575 150 778 309 135302:00 0 0 6 3 9 0 0 172 149 321 02:15 0 0 2 4 6 0 0 211 145 356 02:30 0 0 5 6 11 0 0 302 228 530 02:45 0 0 5 18 7 20 12 38 0 0 286 971 311 833 597 180403:00 0 0 2 4 6 0 0 248 205 453 03:15 0 0 6 5 11 0 0 241 245 486 03:30 0 0 4 11 15 0 0 285 185 470 03:45 0 0 4 16 20 40 24 56 0 0 306 1080 196 831 502 191104:00 0 0 7 26 33 0 0 356 136 492 04:15 0 0 4 36 40 0 0 399 128 527 04:30 0 0 5 49 54 0 0 389 166 555 04:45 0 0 7 23 78 189 85 212 0 0 395 1539 137 567 532 210605:00 0 0 11 56 67 0 0 426 141 567 05:15 0 0 11 91 102 0 0 432 154 586 05:30 0 0 12 141 153 0 0 444 116 560 05:45 0 0 21 55 219 507 240 562 0 0 371 1673 131 542 502 221506:00 0 0 37 172 209 0 0 306 105 411 06:15 0 0 34 248 282 0 0 227 102 329 06:30 0 0 51 327 378 0 0 200 92 292 06:45 0 0 154 276 403 1150 557 1426 0 0 192 925 93 392 285 131707:00 0 0 324 359 683 0 0 172 68 240 07:15 0 0 164 472 636 0 0 167 57 224 07:30 0 0 86 442 528 0 0 138 72 210 07:45 0 0 133 707 385 1658 518 2365 0 0 133 610 71 268 204 87808:00 0 0 93 346 439 0 0 103 51 154 08:15 0 0 100 319 419 0 0 113 81 194 08:30 0 0 119 260 379 0 0 110 63 173 08:45 0 0 113 425 294 1219 407 1644 0 0 82 408 32 227 114 63509:00 0 0 96 232 328 0 0 75 38 113 09:15 0 0 77 214 291 0 0 90 48 138 09:30 0 0 102 214 316 0 0 67 34 101 09:45 0 0 90 365 175 835 265 1200 0 0 64 296 40 160 104 45610:00 0 0 97 128 225 0 0 63 28 91 10:15 0 0 88 135 223 0 0 47 14 61 10:30 0 0 112 136 248 0 0 40 17 57 10:45 0 0 98 395 135 534 233 929 0 0 45 195 14 73 59 26811:00 0 0 115 129 244 0 0 47 23 70 11:15 0 0 112 129 241 0 0 33 14 47 11:30 0 0 117 148 265 0 0 33 10 43 11:45 0 0 144 488 132 538 276 1026 0 0 27 140 7 54 34 194 TOTALS 2853 6721 9574 9020 5294 14314 SPLIT %29.8%70.2%40.1%63.0%37.0%59.9% NB SB EB WB 0 0 11,873 12,015 AM Peak Hour 06:45 06:45 06:45 16:45 14:30 16:45 AM Pk Volume 728 1676 2404 1697 989 2245 Pk Hr Factor 0.562 0.888 0.880 0.956 0.795 0.958 7 - 9 Volume 0 0 1132 2877 4009 0 0 3212 1109 4321 7 - 9 Peak Hour 07:00 07:00 07:00 16:45 16:30 16:45 7 - 9 Pk Volume 0 0 707 1658 2365 0 0 1697 598 2245 Pk Hr Factor 0.000 0.000 0.546 0.878 0.866 0.000 0.000 0.956 0.901 0.958 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Cannon Rd Bet. El Camino Real & College Blvd 21:3021:4522:00 Total23,888 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total23,888 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_023 NB SB EB WB 0 0 12,449 12,228 AM Period NB SB EB WB NB SB EB WB 00:00 0 0 24 7 31 0 0 182 159 341 00:15 0 0 9 7 16 0 0 134 163 29700:30 0 0 9 4 13 0 0 143 155 29800:45 0 0 8 50 2 20 10 70 0 0 124 583 141 618 265 120101:00 0 0 7 7 14 0 0 162 162 32401:15 0 0 6 4 10 0 0 163 158 32101:30 0 0 9 2 11 0 0 157 264 42101:45 0 0 5 27 0 13 5 40 0 0 184 666 185 769 369 143502:00 0 0 4 2 6 0 0 218 147 365 02:15 0 0 5 5 10 0 0 204 156 360 02:30 0 0 0 2 2 0 0 299 241 540 02:45 0 0 1 10 11 20 12 30 0 0 342 1063 254 798 596 186103:00 0 0 5 5 10 0 0 259 182 441 03:15 0 0 3 5 8 0 0 308 179 487 03:30 0 0 6 9 15 0 0 316 151 467 03:45 0 0 4 18 22 41 26 59 0 0 336 1219 183 695 519 191404:00 0 0 4 19 23 0 0 360 153 513 04:15 0 0 4 36 40 0 0 400 164 564 04:30 0 0 10 53 63 0 0 405 157 562 04:45 0 0 8 26 77 185 85 211 0 0 396 1561 182 656 578 221705:00 0 0 12 66 78 0 0 424 138 562 05:15 0 0 8 75 83 0 0 465 143 608 05:30 0 0 15 155 170 0 0 427 136 563 05:45 0 0 15 50 235 531 250 581 0 0 368 1684 138 555 506 223906:00 0 0 28 161 189 0 0 323 149 472 06:15 0 0 41 244 285 0 0 303 120 423 06:30 0 0 60 322 382 0 0 237 116 353 06:45 0 0 77 206 374 1101 451 1307 0 0 186 1049 80 465 266 151407:00 0 0 95 370 465 0 0 185 71 256 07:15 0 0 74 346 420 0 0 149 67 216 07:30 0 0 95 356 451 0 0 132 73 205 07:45 0 0 196 460 386 1458 582 1918 0 0 115 581 64 275 179 85608:00 0 0 342 351 693 0 0 116 63 179 08:15 0 0 178 411 589 0 0 106 78 184 08:30 0 0 97 330 427 0 0 122 82 204 08:45 0 0 97 714 295 1387 392 2101 0 0 94 438 70 293 164 73109:00 0 0 119 223 342 0 0 102 117 219 09:15 0 0 122 215 337 0 0 88 63 151 09:30 0 0 106 186 292 0 0 50 44 94 09:45 0 0 83 430 201 825 284 1255 0 0 73 313 36 260 109 57310:00 0 0 98 174 272 0 0 62 17 79 10:15 0 0 107 144 251 0 0 44 17 61 10:30 0 0 89 135 224 0 0 59 25 84 10:45 0 0 122 416 146 599 268 1015 0 0 40 205 26 85 66 29011:00 0 0 124 141 265 0 0 51 16 67 11:15 0 0 133 120 253 0 0 25 11 36 11:30 0 0 132 125 257 0 0 31 7 38 11:45 0 0 156 545 150 536 306 1081 0 0 28 135 9 43 37 178 TOTALS 2952 6716 9668 9497 5512 15009 SPLIT %30.5%69.5%39.2%63.3%36.7%60.8% NB SB EB WB 0 0 12,449 12,228 AM Peak Hour 07:45 07:30 07:30 16:45 14:30 16:45 AM Pk Volume 813 1504 2315 1712 856 2311 Pk Hr Factor 0.594 0.915 0.835 0.920 0.843 0.950 7 - 9 Volume 0 0 1174 2845 4019 0 0 3245 1211 4456 7 - 9 Peak Hour 07:45 07:30 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 0 0 813 1504 2315 0 0 1712 656 2311 Pk Hr Factor 0.000 0.000 0.594 0.915 0.835 0.000 0.000 0.920 0.901 0.950 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total24,677 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Cannon Rd Bet. El Camino Real & College Blvd Wednesday 5/8/2019 DAILY TOTALS Total24,677 Project #:CA19_4201_023 City:Carlsbad Location:Date:5/7/2019Cannon Rd Bet. El Camino Real & College Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_023 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Cannon Rd Bet. El Camino Real & College 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 30 Location: Palomar Airport Road Between Carlsbad Blvd and Avenida Encinas Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_026 NB SB EB WB 0 0 2,513 4,362 AM Period NB SB EB WB NB SB EB WB 00:00 0 3 3 47 79 126 00:15 0 2 2 58 68 12600:30 0 2 2 41 76 11700:45 1 1 2 9 3 10 38 184 74 297 112 48101:00 2 3 5 39 79 11801:15 0 0 0 48 66 11401:30 3 1 4 55 78 13301:45 2 7 4 8 6 15 50 192 85 308 135 50002:00 1 1 2 33 65 98 02:15 0 1 1 44 79 123 02:30 1 2 3 46 71 117 02:45 0 2 1 5 1 7 31 154 88 303 119 45703:00 3 0 3 40 79 119 03:15 0 2 2 48 74 122 03:30 0 0 0 40 86 126 03:45 3 6 0 2 3 8 58 186 84 323 142 50904:00 1 0 1 40 115 155 04:15 2 0 2 50 110 160 04:30 1 2 3 36 122 158 04:45 6 10 3 5 9 15 40 166 87 434 127 60005:00 1 7 8 24 116 140 05:15 5 10 15 37 113 150 05:30 11 13 24 36 107 143 05:45 20 37 12 42 32 79 37 134 148 484 185 61806:00 20 21 41 38 94 132 06:15 32 17 49 34 89 123 06:30 53 37 90 30 81 111 06:45 52 157 59 134 111 291 41 143 64 328 105 47107:00 47 75 122 29 51 80 07:15 61 80 141 22 51 73 07:30 65 63 128 20 44 64 07:45 48 221 63 281 111 502 27 98 35 181 62 27908:00 55 53 108 17 33 50 08:15 44 68 112 22 47 69 08:30 47 42 89 16 21 37 08:45 52 198 45 208 97 406 19 74 17 118 36 19209:00 36 56 92 14 19 33 09:15 40 49 89 8 23 31 09:30 36 46 82 14 16 30 09:45 35 147 48 199 83 346 9 45 17 75 26 12010:00 42 66 108 7 18 25 10:15 33 44 77 7 14 21 10:30 40 64 104 3 11 14 10:45 32 147 58 232 90 379 6 23 7 50 13 7311:00 38 85 123 5 9 14 11:15 39 76 115 8 5 13 11:30 39 75 114 5 6 11 11:45 45 161 74 310 119 471 2 20 6 26 8 46 TOTALS 1094 1435 2529 1419 2927 4346 SPLIT %43.3%56.7%36.8%32.7%67.3%63.2% NB SB EB WB 0 0 2,513 4,362 AM Peak Hour 07:15 11:00 06:45 13:00 17:00 17:00 AM Pk Volume 229 310 502 192 484 618 Pk Hr Factor 0.881 0.912 0.890 0.873 0.818 0.835 7 - 9 Volume 0 0 419 489 908 0 0 300 918 1218 7 - 9 Peak Hour 07:15 07:00 07:00 16:00 17:00 17:00 7 - 9 Pk Volume 0 0 229 281 502 0 0 166 484 618 Pk Hr Factor 0.000 0.000 0.881 0.878 0.890 0.000 0.000 0.830 0.818 0.835 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total6,875 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas 21:3021:4522:00 Total6,875 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_026 NB SB EB WB 0 0 2,331 4,546 AM Period NB SB EB WB NB SB EB WB 00:00 2 4 6 33 65 98 00:15 3 2 5 45 74 11900:30 3 8 11 46 68 11400:45 1 9 1 15 2 24 36 160 78 285 114 44501:00 0 2 2 38 61 9901:15 3 1 4 39 76 11501:30 1 2 3 41 75 11601:45 3 7 1 6 4 13 34 152 72 284 106 43602:00 3 0 3 43 62 105 02:15 2 3 5 25 56 81 02:30 1 1 2 28 81 109 02:45 0 6 0 4 0 10 34 130 84 283 118 41303:00 1 2 3 50 86 136 03:15 0 0 0 44 79 123 03:30 0 0 0 47 81 128 03:45 2 3 0 2 2 5 38 179 86 332 124 51104:00 1 1 2 32 80 112 04:15 0 3 3 30 109 139 04:30 2 1 3 32 108 140 04:45 6 9 1 6 7 15 43 137 84 381 127 51805:00 3 7 10 27 122 149 05:15 1 3 4 49 117 166 05:30 10 8 18 37 117 154 05:45 9 23 11 29 20 52 31 144 123 479 154 62306:00 19 11 30 46 104 150 06:15 20 17 37 39 99 138 06:30 31 35 66 45 86 131 06:45 58 128 59 122 117 250 30 160 64 353 94 51307:00 55 76 131 24 77 101 07:15 46 139 185 37 43 80 07:30 59 129 188 26 57 83 07:45 51 211 70 414 121 625 22 109 48 225 70 33408:00 41 74 115 28 31 59 08:15 35 85 120 23 39 62 08:30 54 83 137 23 26 49 08:45 28 158 64 306 92 464 14 88 22 118 36 20609:00 28 49 77 27 19 46 09:15 26 62 88 19 13 32 09:30 36 55 91 13 18 31 09:45 32 122 52 218 84 340 14 73 12 62 26 13510:00 37 62 99 5 25 30 10:15 41 55 96 9 13 22 10:30 35 71 106 4 12 16 10:45 29 142 51 239 80 381 8 26 13 63 21 8911:00 39 65 104 5 7 12 11:15 29 90 119 3 10 13 11:30 39 68 107 4 3 7 11:45 33 140 72 295 105 435 3 15 5 25 8 40 TOTALS 958 1656 2614 1373 2890 4263 SPLIT %36.6%63.4%38.0%32.2%67.8%62.0% NB SB EB WB 0 0 2,331 4,546 AM Peak Hour 06:45 07:00 07:00 15:00 17:00 17:15 AM Pk Volume 218 414 625 179 479 624 Pk Hr Factor 0.924 0.745 0.831 0.895 0.974 0.940 7 - 9 Volume 0 0 369 720 1089 0 0 281 860 1141 7 - 9 Peak Hour 07:00 07:00 07:00 16:45 17:00 17:00 7 - 9 Pk Volume 0 0 211 414 625 0 0 156 479 623 Pk Hr Factor 0.000 0.000 0.894 0.745 0.831 0.000 0.000 0.796 0.974 0.938 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Carlsbad Blvd & Avenida Encinas Thursday 5/9/2019 DAILY TOTALS Total6,877 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total6,877 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_026 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Carlsbad Blvd & Prepared by NDS/ATD 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_026 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Carlsbad Blvd & 0 100 200 300 400 500 600 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 31 Location: Palomar Airport Road Between Avenida Encinas and Paso del Norte Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_027 NB SB EB WB 0 0 13,713 12,222 AM Period NB SB EB WB NB SB EB WB 00:00 16 16 32 325 218 543 00:15 25 16 41 294 187 48100:30 20 9 29 268 196 46400:45 13 74 17 58 30 132 250 1137 228 829 478 196601:00 23 5 28 238 197 43501:15 7 3 10 281 161 44201:30 13 16 29 244 186 43001:45 10 53 6 30 16 83 244 1007 207 751 451 175802:00 15 6 21 234 174 408 02:15 6 5 11 238 176 414 02:30 6 12 18 250 184 434 02:45 2 29 4 27 6 56 214 936 199 733 413 166903:00 7 5 12 233 186 419 03:15 2 4 6 207 194 401 03:30 6 6 12 261 217 478 03:45 10 25 7 22 17 47 228 929 204 801 432 173004:00 7 4 11 299 199 498 04:15 10 5 15 257 216 473 04:30 15 17 32 327 190 517 04:45 19 51 28 54 47 105 285 1168 217 822 502 199005:00 25 48 73 373 201 574 05:15 19 39 58 319 246 565 05:30 37 74 111 299 207 506 05:45 53 134 99 260 152 394 268 1259 284 938 552 219706:00 57 92 149 260 166 426 06:15 94 115 209 201 173 374 06:30 98 127 225 216 163 379 06:45 142 391 187 521 329 912 221 898 159 661 380 155907:00 156 218 374 198 111 309 07:15 156 257 413 148 92 240 07:30 180 243 423 134 100 234 07:45 163 655 243 961 406 1616 142 622 106 409 248 103108:00 161 200 361 180 95 275 08:15 135 269 404 149 98 247 08:30 169 221 390 143 64 207 08:45 191 656 250 940 441 1596 103 575 75 332 178 90709:00 160 214 374 122 69 191 09:15 161 188 349 71 63 134 09:30 202 204 406 89 56 145 09:45 194 717 205 811 399 1528 67 349 64 252 131 60110:00 191 169 360 52 38 90 10:15 159 178 337 56 45 101 10:30 218 194 412 53 37 90 10:45 186 754 201 742 387 1496 51 212 29 149 80 36111:00 223 220 443 33 37 70 11:15 236 303 539 42 20 62 11:30 230 306 536 24 25 49 11:45 268 957 195 1024 463 1981 26 125 13 95 39 220 TOTALS 4496 5450 9946 9217 6772 15989 SPLIT %45.2%54.8%38.3%57.6%42.4%61.7% NB SB EB WB 0 0 13,713 12,222 AM Peak Hour 11:45 10:45 11:15 16:30 17:00 17:00 AM Pk Volume 1155 1030 2081 1304 938 2197 Pk Hr Factor 0.888 0.842 0.958 0.874 0.826 0.957 7 - 9 Volume 0 0 1311 1901 3212 0 0 2427 1760 4187 7 - 9 Peak Hour 07:15 07:00 07:00 16:30 17:00 17:00 7 - 9 Pk Volume 0 0 660 961 1616 0 0 1304 938 2197 Pk Hr Factor 0.000 0.000 0.917 0.935 0.955 0.000 0.000 0.874 0.826 0.957 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total25,935 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte 21:3021:4522:00 Total25,935 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_027 NB SB EB WB 0 0 10,634 12,693 AM Period NB SB EB WB NB SB EB WB 00:00 12 9 21 226 211 437 00:15 14 11 25 220 203 42300:30 11 23 34 206 203 40900:45 14 51 11 54 25 105 221 873 201 818 422 169101:00 12 7 19 200 220 42001:15 7 5 12 228 207 43501:30 10 4 14 208 176 38401:45 9 38 7 23 16 61 202 838 200 803 402 164102:00 10 2 12 219 194 413 02:15 2 9 11 190 184 374 02:30 6 11 17 191 206 397 02:45 7 25 7 29 14 54 221 821 217 801 438 162203:00 2 8 10 197 185 382 03:15 8 11 19 198 202 400 03:30 6 7 13 202 208 410 03:45 17 33 9 35 26 68 174 771 200 795 374 156604:00 5 6 11 220 193 413 04:15 11 11 22 212 224 436 04:30 11 20 31 256 192 448 04:45 10 37 28 65 38 102 250 938 218 827 468 176505:00 8 35 43 238 211 449 05:15 21 30 51 261 256 517 05:30 26 44 70 241 207 448 05:45 35 90 93 202 128 292 211 951 210 884 421 183506:00 50 87 137 201 191 392 06:15 54 98 152 174 219 393 06:30 71 128 199 178 149 327 06:45 92 267 192 505 284 772 155 708 121 680 276 138807:00 99 213 312 155 159 314 07:15 107 380 487 132 113 245 07:30 128 364 492 132 116 248 07:45 99 433 355 1312 454 1745 107 526 85 473 192 99908:00 102 299 401 112 96 208 08:15 109 323 432 104 99 203 08:30 130 281 411 104 84 188 08:45 132 473 239 1142 371 1615 62 382 89 368 151 75009:00 119 216 335 82 87 169 09:15 117 205 322 76 55 131 09:30 140 180 320 71 54 125 09:45 130 506 178 779 308 1285 71 300 50 246 121 54610:00 138 193 331 67 51 118 10:15 132 184 316 33 32 65 10:30 139 177 316 34 35 69 10:45 180 589 198 752 378 1341 41 175 40 158 81 33311:00 173 179 352 35 25 60 11:15 177 195 372 20 21 41 11:30 181 218 399 28 36 64 11:45 175 706 254 846 429 1552 20 103 14 96 34 199 TOTALS 3248 5744 8992 7386 6949 14335 SPLIT %36.1%63.9%38.5%51.5%48.5%61.5% NB SB EB WB 0 0 10,634 12,693 AM Peak Hour 11:45 07:15 07:15 16:30 16:45 16:30 AM Pk Volume 827 1398 1834 1005 892 1882 Pk Hr Factor 0.915 0.920 0.932 0.963 0.871 0.910 7 - 9 Volume 0 0 906 2454 3360 0 0 1889 1711 3600 7 - 9 Peak Hour 08:00 07:15 07:15 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 473 1398 1834 0 0 1005 892 1882 Pk Hr Factor 0.000 0.000 0.896 0.920 0.932 0.000 0.000 0.963 0.871 0.910 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Avenida Encinas & Paseo Del Norte Thursday 5/9/2019 DAILY TOTALS Total23,327 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total23,327 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_027 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Avenida Encinas & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_027 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Avenida Encinas & 0 200 400 600 800 1000 1200 1400 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 32 Location: Palomar Airport Road Between Paseo del Norte and Armada Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_028 NB SB EB WB 0 0 24,273 24,603 AM Period NB SB EB WB NB SB EB WB 00:00 35 29 64 411 518 929 00:15 22 22 44 472 451 92300:30 28 23 51 425 420 84500:45 17 102 20 94 37 196 448 1756 440 1829 888 358501:00 17 14 31 425 395 82001:15 16 14 30 459 350 80901:30 16 17 33 423 479 90201:45 15 64 15 60 30 124 428 1735 384 1608 812 334302:00 15 11 26 391 415 806 02:15 16 12 28 388 457 845 02:30 16 13 29 345 444 789 02:45 20 67 7 43 27 110 409 1533 482 1798 891 333103:00 12 20 32 380 479 859 03:15 12 16 28 353 480 833 03:30 31 22 53 351 508 859 03:45 47 102 20 78 67 180 326 1410 510 1977 836 338704:00 35 22 57 334 536 870 04:15 31 26 57 344 580 924 04:30 79 38 117 347 609 956 04:45 122 267 66 152 188 419 331 1356 629 2354 960 371005:00 81 67 148 321 624 945 05:15 123 55 178 354 663 1017 05:30 192 90 282 347 704 1051 05:45 288 684 134 346 422 1030 321 1343 567 2558 888 390106:00 225 150 375 337 457 794 06:15 273 157 430 328 421 749 06:30 305 222 527 294 345 639 06:45 376 1179 230 759 606 1938 283 1242 311 1534 594 277607:00 359 241 600 251 297 548 07:15 431 280 711 238 221 459 07:30 558 289 847 198 205 403 07:45 676 2024 265 1075 941 3099 195 882 263 986 458 186808:00 539 287 826 206 209 415 08:15 570 251 821 160 158 318 08:30 546 244 790 121 165 286 08:45 528 2183 245 1027 773 3210 150 637 156 688 306 132509:00 475 286 761 139 165 304 09:15 419 272 691 126 122 248 09:30 468 246 714 124 118 242 09:45 420 1782 297 1101 717 2883 100 489 84 489 184 97810:00 357 351 708 113 97 210 10:15 296 413 709 83 55 138 10:30 347 375 722 83 85 168 10:45 343 1343 413 1552 756 2895 62 341 75 312 137 65311:00 377 400 777 34 51 85 11:15 391 495 886 46 43 89 11:30 423 509 932 34 61 95 11:45 419 1610 582 1986 1001 3596 28 142 42 197 70 339 TOTALS 11407 8273 19680 12866 16330 29196 SPLIT %58.0%42.0%40.3%44.1%55.9%59.7% NB SB EB WB 0 0 24,273 24,603 AM Peak Hour 07:30 11:15 11:30 12:15 16:45 16:45 AM Pk Volume 2343 2104 3785 1770 2620 3973 Pk Hr Factor 0.866 0.904 0.945 0.938 0.930 0.945 7 - 9 Volume 0 0 4207 2102 6309 0 0 2699 4912 7611 7 - 9 Peak Hour 07:30 07:15 07:30 16:00 16:45 16:45 7 - 9 Pk Volume 0 0 2343 1121 3435 0 0 1356 2620 3973 Pk Hr Factor 0.000 0.000 0.866 0.970 0.913 0.000 0.000 0.977 0.930 0.945 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total48,876 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr 21:3021:4522:00 Total48,876 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/7/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_028 NB SB EB WB 0 0 25,470 26,822 AM Period NB SB EB WB NB SB EB WB 00:00 38 40 78 433 601 1034 00:15 22 43 65 441 595 103600:30 18 32 50 412 503 91500:45 16 94 25 140 41 234 459 1745 562 2261 1021 400601:00 17 22 39 428 485 91301:15 18 22 40 534 507 104101:30 22 25 47 402 459 86101:45 13 70 11 80 24 150 415 1779 491 1942 906 372102:00 13 9 22 434 515 949 02:15 21 29 50 442 501 943 02:30 14 12 26 407 501 908 02:45 12 60 11 61 23 121 430 1713 462 1979 892 369203:00 18 13 31 404 498 902 03:15 15 11 26 373 469 842 03:30 32 16 48 348 526 874 03:45 48 113 16 56 64 169 355 1480 565 2058 920 353804:00 31 31 62 384 551 935 04:15 34 26 60 334 597 931 04:30 77 55 132 417 631 1048 04:45 116 258 58 170 174 428 325 1460 606 2385 931 384505:00 82 73 155 383 662 1045 05:15 124 76 200 357 697 1054 05:30 203 111 314 392 654 1046 05:45 279 688 107 367 386 1055 360 1492 594 2607 954 409906:00 206 175 381 331 495 826 06:15 288 169 457 291 497 788 06:30 257 164 421 326 423 749 06:45 315 1066 256 764 571 1830 271 1219 428 1843 699 306207:00 407 246 653 278 309 587 07:15 542 247 789 286 339 625 07:30 589 307 896 222 294 516 07:45 589 2127 267 1067 856 3194 252 1038 304 1246 556 228408:00 568 275 843 227 253 480 08:15 587 219 806 222 244 466 08:30 523 279 802 164 232 396 08:45 535 2213 267 1040 802 3253 131 744 180 909 311 165309:00 461 300 761 142 169 311 09:15 399 346 745 165 130 295 09:30 488 293 781 123 112 235 09:45 436 1784 321 1260 757 3044 101 531 84 495 185 102610:00 456 358 814 92 70 162 10:15 379 388 767 84 79 163 10:30 396 396 792 52 82 134 10:45 380 1611 464 1606 844 3217 48 276 66 297 114 57311:00 402 433 835 54 80 134 11:15 430 477 907 45 65 110 11:30 432 518 950 56 52 108 11:45 451 1715 519 1947 970 3662 39 194 45 242 84 436 TOTALS 11799 8558 20357 13671 18264 31935 SPLIT %58.0%42.0%38.9%42.8%57.2%61.1% NB SB EB WB 0 0 25,470 26,822 AM Peak Hour 07:30 11:30 11:30 12:30 16:45 17:00 AM Pk Volume 2333 2233 3990 1833 2619 4099 Pk Hr Factor 0.990 0.929 0.963 0.858 0.939 0.972 7 - 9 Volume 0 0 4340 2107 6447 0 0 2952 4992 7944 7 - 9 Peak Hour 07:30 07:15 07:30 17:00 16:45 17:00 7 - 9 Pk Volume 0 0 2333 1096 3401 0 0 1492 2619 4099 Pk Hr Factor 0.000 0.000 0.990 0.893 0.949 0.000 0.000 0.952 0.939 0.972 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Paseo Del Norte & Armada Dr Wednesday 5/8/2019 DAILY TOTALS Total52,292 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total52,292 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_028 City:Carlsbad Location:Date:5/7/2019Palomar Airport Rd Bet. Paseo Del Norte & Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_028 City:Carlsbad Location:Date:5/8/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Paseo Del Norte & 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 33 Location: Palomar Airport Road Between Armada and Aviara Parkway Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_029 NB SB EB WB 0 0 22,995 24,258 AM Period NB SB EB WB NB SB EB WB 00:00 17 30 47 379 473 852 00:15 26 15 41 397 515 91200:30 20 17 37 474 410 88400:45 22 85 23 85 45 170 406 1656 412 1810 818 346601:00 23 22 45 374 485 85901:15 8 13 21 383 364 74701:30 17 21 38 416 444 86001:45 10 58 16 72 26 130 332 1505 395 1688 727 319302:00 24 9 33 340 438 778 02:15 8 11 19 343 445 788 02:30 22 18 40 320 475 795 02:45 11 65 16 54 27 119 408 1411 475 1833 883 324403:00 15 18 33 348 460 808 03:15 18 16 34 334 433 767 03:30 21 13 34 366 514 880 03:45 38 92 22 69 60 161 339 1387 460 1867 799 325404:00 27 24 51 358 531 889 04:15 46 23 69 347 543 890 04:30 68 35 103 382 593 975 04:45 113 254 78 160 191 414 323 1410 533 2200 856 361005:00 86 69 155 340 680 1020 05:15 109 73 182 349 686 1035 05:30 221 105 326 336 555 891 05:45 279 695 135 382 414 1077 352 1377 479 2400 831 377706:00 182 161 343 315 443 758 06:15 224 155 379 291 401 692 06:30 311 247 558 288 348 636 06:45 404 1121 267 830 671 1951 247 1141 363 1555 610 269607:00 388 246 634 238 261 499 07:15 510 263 773 208 241 449 07:30 549 287 836 192 200 392 07:45 612 2059 299 1095 911 3154 188 826 216 918 404 174408:00 513 258 771 177 188 365 08:15 548 307 855 170 168 338 08:30 517 272 789 160 129 289 08:45 521 2099 294 1131 815 3230 151 658 130 615 281 127309:00 400 300 700 112 120 232 09:15 375 327 702 92 115 207 09:30 363 323 686 105 90 195 09:45 367 1505 393 1343 760 2848 90 399 73 398 163 79710:00 322 360 682 66 72 138 10:15 366 406 772 70 67 137 10:30 341 389 730 68 69 137 10:45 335 1364 379 1534 714 2898 66 270 34 242 100 51211:00 314 443 757 44 51 95 11:15 341 439 780 43 42 85 11:30 391 496 887 31 44 75 11:45 367 1413 431 1809 798 3222 27 145 31 168 58 313 TOTALS 10810 8564 19374 12185 15694 27879 SPLIT %55.8%44.2%41.0%43.7%56.3%59.0% NB SB EB WB 0 0 22,995 24,258 AM Peak Hour 07:30 11:30 11:30 12:00 16:30 16:30 AM Pk Volume 2222 1915 3449 1656 2492 3886 Pk Hr Factor 0.908 0.930 0.945 0.873 0.908 0.939 7 - 9 Volume 0 0 4158 2226 6384 0 0 2787 4600 7387 7 - 9 Peak Hour 07:30 07:30 07:30 16:00 16:30 16:30 7 - 9 Pk Volume 0 0 2222 1151 3373 0 0 1410 2492 3886 Pk Hr Factor 0.000 0.000 0.908 0.937 0.926 0.000 0.000 0.923 0.908 0.939 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy 21:3021:4522:00 Total47,253 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total47,253 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_029 NB SB EB WB 0 0 23,414 26,876 AM Period NB SB EB WB NB SB EB WB 00:00 17 16 33 374 609 983 00:15 21 12 33 343 569 91200:30 26 32 58 409 499 90800:45 15 79 18 78 33 157 432 1558 478 2155 910 371301:00 19 10 29 391 458 84901:15 13 8 21 383 505 88801:30 14 15 29 402 492 89401:45 13 59 11 44 24 103 359 1535 454 1909 813 344402:00 22 6 28 364 487 851 02:15 6 11 17 343 444 787 02:30 18 25 43 323 541 864 02:45 22 68 16 58 38 126 341 1371 463 1935 804 330603:00 10 14 24 361 530 891 03:15 21 15 36 349 481 830 03:30 29 17 46 375 528 903 03:45 44 104 21 67 65 171 356 1441 520 2059 876 350004:00 31 30 61 380 584 964 04:15 41 35 76 367 595 962 04:30 81 41 122 408 631 1039 04:45 109 262 64 170 173 432 383 1538 635 2445 1018 398305:00 83 73 156 394 692 1086 05:15 122 71 193 381 714 1095 05:30 204 81 285 318 661 979 05:45 261 670 137 362 398 1032 380 1473 564 2631 944 410406:00 220 154 374 303 574 877 06:15 240 180 420 307 541 848 06:30 315 215 530 287 469 756 06:45 325 1100 269 818 594 1918 271 1168 364 1948 635 311607:00 350 298 648 224 327 551 07:15 455 276 731 243 277 520 07:30 564 317 881 245 222 467 07:45 563 1932 304 1195 867 3127 202 914 236 1062 438 197608:00 567 296 863 214 190 404 08:15 537 322 859 179 184 363 08:30 535 315 850 177 139 316 08:45 543 2182 301 1234 844 3416 130 700 124 637 254 133709:00 458 333 791 116 124 240 09:15 380 327 707 121 123 244 09:30 346 317 663 106 84 190 09:45 350 1534 432 1409 782 2943 105 448 76 407 181 85510:00 345 401 746 77 77 154 10:15 358 411 769 76 57 133 10:30 285 442 727 62 64 126 10:45 366 1354 464 1718 830 3072 50 265 57 255 107 52011:00 345 543 888 55 44 99 11:15 382 481 863 53 42 95 11:30 376 566 942 46 45 91 11:45 371 1474 528 2118 899 3592 31 185 31 162 62 347 TOTALS 10818 9271 20089 12596 17605 30201 SPLIT %53.9%46.1%39.9%41.7%58.3%60.1% NB SB EB WB 0 0 23,414 26,876 AM Peak Hour 07:30 11:30 11:30 12:30 16:45 16:30 AM Pk Volume 2231 2272 3736 1615 2702 4238 Pk Hr Factor 0.984 0.933 0.950 0.935 0.946 0.968 7 - 9 Volume 0 0 4114 2429 6543 0 0 3011 5076 8087 7 - 9 Peak Hour 07:30 07:30 07:30 16:30 16:45 16:30 7 - 9 Pk Volume 0 0 2231 1239 3470 0 0 1566 2702 4238 Pk Hr Factor 0.000 0.000 0.984 0.962 0.985 0.000 0.000 0.960 0.946 0.968 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total50,290 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Armada Dr & Aviara Pkwy Thursday 5/9/2019 DAILY TOTALS Total50,290 Project #:CA19_4201_029 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Armada Dr & Aviara Prepared by NDS/ATD 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_029 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Armada Dr & Aviara 0 500 1000 1500 2000 2500 3000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 34 Location: Palomar Airport Road Between Aviara Parkway and Camino Vida Roble Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_030 NB SB EB WB 0 0 18,207 17,783 AM Period NB SB EB WB NB SB EB WB 00:00 19 23 42 297 336 633 00:15 22 12 34 341 345 68600:30 20 11 31 339 323 66200:45 20 81 16 62 36 143 317 1294 268 1272 585 256601:00 21 14 35 290 340 63001:15 6 12 18 296 288 58401:30 14 18 32 347 343 69001:45 13 54 11 55 24 109 270 1203 317 1288 587 249102:00 13 9 22 298 299 597 02:15 6 10 16 248 296 544 02:30 12 12 24 312 320 632 02:45 11 42 16 47 27 89 295 1153 303 1218 598 237103:00 11 11 22 282 320 602 03:15 17 13 30 279 333 612 03:30 15 12 27 284 362 646 03:45 23 66 19 55 42 121 312 1157 362 1377 674 253404:00 23 22 45 305 397 702 04:15 35 18 53 307 390 697 04:30 52 35 87 315 443 758 04:45 78 188 66 141 144 329 312 1239 377 1607 689 284605:00 46 58 104 314 505 819 05:15 71 64 135 304 452 756 05:30 134 96 230 284 333 617 05:45 172 423 107 325 279 748 322 1224 348 1638 670 286206:00 146 104 250 244 314 558 06:15 158 133 291 233 264 497 06:30 222 194 416 220 239 459 06:45 279 805 218 649 497 1454 209 906 235 1052 444 195807:00 272 192 464 183 179 362 07:15 362 219 581 152 141 293 07:30 450 241 691 140 154 294 07:45 467 1551 251 903 718 2454 154 629 143 617 297 124608:00 426 246 672 150 134 284 08:15 436 266 702 130 112 242 08:30 386 236 622 118 103 221 08:45 394 1642 243 991 637 2633 115 513 107 456 222 96909:00 293 270 563 95 99 194 09:15 307 246 553 83 69 152 09:30 283 271 554 82 57 139 09:45 284 1167 302 1089 586 2256 80 340 52 277 132 61710:00 253 261 514 61 58 119 10:15 260 234 494 61 51 112 10:30 263 264 527 60 40 100 10:45 271 1047 297 1056 568 2103 57 239 26 175 83 41411:00 236 322 558 36 39 75 11:15 292 329 621 41 28 69 11:30 256 338 594 27 28 55 11:45 331 1115 326 1315 657 2430 25 129 23 118 48 247 TOTALS 8181 6688 14869 10026 11095 21121 SPLIT %55.0%45.0%41.3%47.5%52.5%58.7% NB SB EB WB 0 0 18,207 17,783 AM Peak Hour 07:30 11:30 07:30 12:00 16:30 16:30 AM Pk Volume 1779 1345 2783 1294 1777 3022 Pk Hr Factor 0.952 0.975 0.969 0.949 0.880 0.922 7 - 9 Volume 0 0 3193 1894 5087 0 0 2463 3245 5708 7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1779 1004 2783 0 0 1248 1777 3022 Pk Hr Factor 0.000 0.000 0.952 0.944 0.969 0.000 0.000 0.990 0.880 0.922 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total35,990 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble 21:3021:4522:00 Total35,990 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4201_030 NB SB EB WB 0 0 18,154 17,876 AM Period NB SB EB WB NB SB EB WB 00:00 20 12 32 262 370 632 00:15 16 6 22 289 327 61600:30 26 23 49 292 325 61700:45 14 76 13 54 27 130 358 1201 275 1297 633 249801:00 16 11 27 288 312 60001:15 11 12 23 284 338 62201:30 11 12 23 317 324 64101:45 13 51 8 43 21 94 281 1170 289 1263 570 243302:00 13 3 16 330 311 641 02:15 6 10 16 273 297 570 02:30 10 18 28 304 325 629 02:45 16 45 12 43 28 88 245 1152 305 1238 550 239003:00 8 14 22 277 319 596 03:15 16 12 28 305 312 617 03:30 18 16 34 292 401 693 03:45 26 68 19 61 45 129 261 1135 335 1367 596 250204:00 28 26 54 312 412 724 04:15 22 31 53 308 387 695 04:30 65 46 111 360 471 831 04:45 66 181 66 169 132 350 321 1301 400 1670 721 297105:00 50 57 107 337 520 857 05:15 71 57 128 306 440 746 05:30 134 81 215 285 401 686 05:45 156 411 124 319 280 730 296 1224 352 1713 648 293706:00 153 110 263 257 335 592 06:15 165 129 294 246 302 548 06:30 236 165 401 249 259 508 06:45 233 787 208 612 441 1399 204 956 212 1108 416 206407:00 259 212 471 175 204 379 07:15 285 221 506 183 180 363 07:30 435 258 693 178 144 322 07:45 480 1459 236 927 716 2386 165 701 130 658 295 135908:00 448 257 705 148 120 268 08:15 432 229 661 132 117 249 08:30 350 261 611 119 111 230 08:45 434 1664 237 984 671 2648 96 495 96 444 192 93909:00 293 248 541 108 86 194 09:15 327 232 559 92 78 170 09:30 279 242 521 77 70 147 09:45 276 1175 254 976 530 2151 78 355 61 295 139 65010:00 274 250 524 63 50 113 10:15 254 270 524 64 46 110 10:30 241 270 511 45 36 81 10:45 281 1050 287 1077 568 2127 48 220 39 171 87 39111:00 256 299 555 48 29 77 11:15 297 290 587 42 31 73 11:30 252 325 577 38 26 64 11:45 312 1117 368 1282 680 2399 32 160 19 105 51 265 TOTALS 8084 6547 14631 10070 11329 21399 SPLIT %55.3%44.7%40.6%47.1%52.9%59.4% NB SB EB WB 0 0 18,154 17,876 AM Peak Hour 07:30 11:30 07:30 16:15 16:30 16:30 AM Pk Volume 1795 1390 2775 1326 1831 3155 Pk Hr Factor 0.935 0.939 0.969 0.921 0.880 0.920 7 - 9 Volume 0 0 3123 1911 5034 0 0 2525 3383 5908 7 - 9 Peak Hour 07:30 08:00 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1795 984 2775 0 0 1326 1831 3155 Pk Hr Factor 0.000 0.000 0.935 0.943 0.969 0.000 0.000 0.921 0.880 0.920 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Aviara Pkwy & Camino Vida Roble Thursday 5/9/2019 DAILY TOTALS Total36,030 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total36,030 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4201_030 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Aviara Pkwy & Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_030 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Aviara Pkwy & 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 35 Location: Palomar Airport Road Between Camino Vida Roble and El Camino Real Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_031 NB SB EB WB 0 0 16,960 16,602 AM Period NB SB EB WB NB SB EB WB 00:00 27 21 48 295 272 567 00:15 19 8 27 314 290 60400:30 19 11 30 312 272 58400:45 20 85 17 57 37 142 260 1181 259 1093 519 227401:00 20 9 29 272 323 59501:15 6 9 15 258 257 51501:30 14 10 24 309 314 62301:45 11 51 9 37 20 88 303 1142 265 1159 568 230102:00 19 11 30 251 274 525 02:15 13 7 20 263 242 505 02:30 11 15 26 324 269 593 02:45 12 55 19 52 31 107 293 1131 266 1051 559 218203:00 18 15 33 345 251 596 03:15 14 9 23 290 273 563 03:30 16 14 30 355 296 651 03:45 11 59 36 74 47 133 327 1317 293 1113 620 243004:00 19 30 49 387 272 659 04:15 24 42 66 354 292 646 04:30 35 92 127 405 334 739 04:45 42 120 148 312 190 432 388 1534 285 1183 673 271705:00 45 78 123 417 313 730 05:15 49 100 149 351 343 694 05:30 114 147 261 318 253 571 05:45 145 353 163 488 308 841 307 1393 255 1164 562 255706:00 104 138 242 300 239 539 06:15 108 198 306 243 202 445 06:30 153 232 385 230 205 435 06:45 215 580 302 870 517 1450 223 996 196 842 419 183807:00 196 282 478 187 163 350 07:15 236 304 540 136 120 256 07:30 340 299 639 165 126 291 07:45 311 1083 344 1229 655 2312 134 622 112 521 246 114308:00 306 338 644 158 111 269 08:15 287 330 617 105 100 205 08:30 301 281 582 128 86 214 08:45 280 1174 306 1255 586 2429 90 481 97 394 187 87509:00 262 303 565 84 81 165 09:15 210 260 470 92 61 153 09:30 230 273 503 78 40 118 09:45 238 940 282 1118 520 2058 82 336 43 225 125 56110:00 201 253 454 62 46 108 10:15 248 240 488 70 49 119 10:30 248 243 491 69 33 102 10:45 222 919 246 982 468 1901 62 263 19 147 81 41011:00 223 265 488 42 34 76 11:15 254 288 542 39 22 61 11:30 236 304 540 34 19 53 11:45 293 1006 281 1138 574 2144 24 139 23 98 47 237 TOTALS 6425 7612 14037 10535 8990 19525 SPLIT %45.8%54.2%41.8%54.0%46.0%58.2% NB SB EB WB 0 0 16,960 16,602 AM Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 AM Pk Volume 1244 1311 2555 1564 1275 2836 Pk Hr Factor 0.915 0.953 0.975 0.938 0.929 0.959 7 - 9 Volume 0 0 2257 2484 4741 0 0 2927 2347 5274 7 - 9 Peak Hour 07:30 07:30 07:30 16:15 16:30 16:30 7 - 9 Pk Volume 0 0 1244 1311 2555 0 0 1564 1275 2836 Pk Hr Factor 0.000 0.000 0.915 0.953 0.975 0.000 0.000 0.938 0.929 0.959 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/8/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real 21:3021:4522:00 Total33,562 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total33,562 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_031 NB SB EB WB 0 0 17,005 16,585 AM Period NB SB EB WB NB SB EB WB 00:00 17 9 26 274 313 587 00:15 16 6 22 287 286 57300:30 21 20 41 304 266 57000:45 16 70 7 42 23 112 282 1147 258 1123 540 227001:00 21 9 30 281 274 55501:15 13 4 17 253 327 58001:30 18 9 27 304 274 57801:45 9 61 14 36 23 97 243 1081 257 1132 500 221302:00 10 4 14 304 276 580 02:15 7 16 23 280 261 541 02:30 11 28 39 278 254 532 02:45 16 44 30 78 46 122 262 1124 263 1054 525 217803:00 15 18 33 300 251 551 03:15 15 14 29 288 254 542 03:30 16 18 34 330 303 633 03:45 21 67 34 84 55 151 325 1243 254 1062 579 230504:00 26 29 55 369 280 649 04:15 23 40 63 349 305 654 04:30 44 88 132 458 341 799 04:45 46 139 138 295 184 434 352 1528 318 1244 670 277205:00 34 75 109 450 325 775 05:15 52 103 155 376 327 703 05:30 102 131 233 330 304 634 05:45 134 322 155 464 289 786 326 1482 291 1247 617 272906:00 103 146 249 287 254 541 06:15 156 180 336 268 237 505 06:30 170 190 360 252 211 463 06:45 175 604 280 796 455 1400 202 1009 175 877 377 188607:00 177 291 468 179 184 363 07:15 212 314 526 185 151 336 07:30 306 339 645 186 118 304 07:45 308 1003 283 1227 591 2230 141 691 98 551 239 124208:00 317 324 641 159 101 260 08:15 308 289 597 130 107 237 08:30 277 339 616 121 94 215 08:45 264 1166 288 1240 552 2406 102 512 90 392 192 90409:00 256 334 590 101 65 166 09:15 251 222 473 93 45 138 09:30 228 241 469 83 53 136 09:45 252 987 247 1044 499 2031 78 355 62 225 140 58010:00 220 225 445 57 43 100 10:15 238 241 479 70 40 110 10:30 231 236 467 51 28 79 10:45 213 902 261 963 474 1865 53 231 36 147 89 37811:00 225 282 507 50 25 75 11:15 274 265 539 40 26 66 11:30 291 290 581 48 26 74 11:45 275 1065 330 1167 605 2232 34 172 18 95 52 267 TOTALS 6430 7436 13866 10575 9149 19724 SPLIT %46.4%53.6%41.3%53.6%46.4%58.7% NB SB EB WB 0 0 17,005 16,585 AM Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 AM Pk Volume 1239 1260 2474 1636 1311 2947 Pk Hr Factor 0.977 0.929 0.959 0.893 0.961 0.922 7 - 9 Volume 0 0 2169 2467 4636 0 0 3010 2491 5501 7 - 9 Peak Hour 07:30 07:15 07:30 16:30 16:30 16:30 7 - 9 Pk Volume 0 0 1239 1260 2474 0 0 1636 1311 2947 Pk Hr Factor 0.000 0.000 0.977 0.929 0.959 0.000 0.000 0.893 0.961 0.922 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total33,590 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Camino Vida Roble & El Camino Real Thursday 5/9/2019 DAILY TOTALS Total33,590 Project #:CA19_4201_031 City:Carlsbad Location:Date:5/8/2019Palomar Airport Rd Bet. Camino Vida Roble Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_031 City:Carlsbad Location:Date:5/9/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Camino Vida Roble 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 36 Palomar Airport Road Between El Camino Real and El Fuerte 15 Minute Volume Report City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 37 Palomar Airport Road Between El Fuerte and Melrose Drive 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4342_001 NB SB EB WB 0 0 26,449 29,023 AM Period NB SB EB WB NB SB EB WB 00:00 44 12 56 377 441 818 00:15 30 20 50 400 413 81300:30 31 25 56 408 445 85300:45 20 125 15 72 35 197 382 1567 471 1770 853 333701:00 19 9 28 431 399 83001:15 30 6 36 431 424 85501:30 22 5 27 443 401 84401:45 16 87 11 31 27 118 445 1750 419 1643 864 339302:00 20 13 33 491 373 864 02:15 15 18 33 445 372 817 02:30 14 18 32 608 367 975 02:45 10 59 18 67 28 126 500 2044 413 1525 913 356903:00 15 22 37 624 348 972 03:15 10 24 34 464 392 856 03:30 7 28 35 665 411 1076 03:45 13 45 66 140 79 185 607 2360 446 1597 1053 395704:00 32 68 100 601 454 1055 04:15 18 140 158 682 437 1119 04:30 37 149 186 760 473 1233 04:45 49 136 233 590 282 726 764 2807 440 1804 1204 461105:00 40 174 214 694 431 1125 05:15 59 253 312 787 415 1202 05:30 70 370 440 707 406 1113 05:45 104 273 592 1389 696 1662 611 2799 385 1637 996 443606:00 100 358 458 604 294 898 06:15 103 414 517 535 342 877 06:30 147 550 697 489 289 778 06:45 215 565 644 1966 859 2531 432 2060 269 1194 701 325407:00 176 708 884 382 223 605 07:15 277 752 1029 344 230 574 07:30 249 816 1065 270 180 450 07:45 324 1026 872 3148 1196 4174 267 1263 153 786 420 204908:00 332 778 1110 285 172 457 08:15 337 671 1008 226 114 340 08:30 367 747 1114 236 138 374 08:45 277 1313 709 2905 986 4218 220 967 139 563 359 153009:00 277 612 889 217 110 327 09:15 304 461 765 204 100 304 09:30 265 488 753 167 96 263 09:45 287 1133 513 2074 800 3207 121 709 75 381 196 109010:00 256 431 687 128 66 194 10:15 281 413 694 97 52 149 10:30 308 440 748 160 60 220 10:45 313 1158 420 1704 733 2862 88 473 55 233 143 70611:00 323 383 706 110 31 141 11:15 361 425 786 97 30 127 11:30 337 452 789 79 19 98 11:45 367 1388 408 1668 775 3056 56 342 56 136 112 478 TOTALS 7308 15754 23062 19141 13269 32410 SPLIT %31.7%68.3%41.6%59.1%40.9%58.4% NB SB EB WB 0 0 26,449 29,023 AM Peak Hour 11:45 07:15 07:45 16:30 15:45 16:30 AM Pk Volume 1552 3218 4428 3005 1810 4764 Pk Hr Factor 0.951 0.923 0.926 0.955 0.957 0.966 7 - 9 Volume 0 0 2339 6053 8392 0 0 5606 3441 9047 7 - 9 Peak Hour 07:45 07:15 07:45 16:30 16:00 16:30 7 - 9 Pk Volume 0 0 1360 3218 4428 0 0 3005 1804 4764 Pk Hr Factor 0.000 0.000 0.926 0.923 0.926 0.000 0.000 0.955 0.953 0.966 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total55,472 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 Palomar Airport Rd Bet. El Fuerte St & Melrose Dr 21:3021:4522:00 Total55,472 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 9/10/2019 14:4515:00 DAILY TOTALS PM Period VOLUMEPrepared by National Data & Surveying Services 13:1513:3013:45 12:0012:1512:3012:4513:00 Day:City:Carlsbad Date:Project #:CA19_4342_001 NB SB EB WB 0 0 26,553 28,684 AM Period NB SB EB WB NB SB EB WB 00:00 68 29 97 406 409 815 00:15 35 19 54 435 439 87400:30 41 19 60 380 459 83900:45 24 168 19 86 43 254 388 1609 440 1747 828 335601:00 34 9 43 479 392 87101:15 12 18 30 395 413 80801:30 17 11 28 426 398 82401:45 14 77 15 53 29 130 445 1745 424 1627 869 337202:00 15 14 29 458 374 832 02:15 8 17 25 446 379 825 02:30 16 21 37 597 341 938 02:45 16 55 18 70 34 125 540 2041 373 1467 913 350803:00 8 13 21 507 372 879 03:15 8 23 31 591 373 964 03:30 16 38 54 563 472 1035 03:45 21 53 68 142 89 195 598 2259 409 1626 1007 388504:00 12 71 83 612 445 1057 04:15 19 114 133 732 434 1166 04:30 28 136 164 773 463 1236 04:45 56 115 217 538 273 653 702 2819 462 1804 1164 462305:00 39 173 212 754 458 1212 05:15 51 272 323 765 425 1190 05:30 85 364 449 734 385 1119 05:45 106 281 564 1373 670 1654 678 2931 383 1651 1061 458206:00 89 355 444 562 342 904 06:15 98 443 541 508 332 840 06:30 159 550 709 419 280 699 06:45 220 566 714 2062 934 2628 405 1894 271 1225 676 311907:00 193 699 892 363 194 557 07:15 289 720 1009 385 199 584 07:30 268 757 1025 356 181 537 07:45 370 1120 848 3024 1218 4144 299 1403 160 734 459 213708:00 286 805 1091 242 151 393 08:15 362 837 1199 245 138 383 08:30 309 757 1066 245 104 349 08:45 294 1251 706 3105 1000 4356 225 957 111 504 336 146109:00 317 556 873 185 91 276 09:15 270 489 759 199 88 287 09:30 280 496 776 169 68 237 09:45 264 1131 490 2031 754 3162 133 686 49 296 182 98210:00 269 376 645 169 55 224 10:15 273 418 691 108 41 149 10:30 268 428 696 128 31 159 10:45 328 1138 422 1644 750 2782 112 517 29 156 141 67311:00 325 391 716 122 20 142 11:15 371 397 768 91 21 112 11:30 326 431 757 93 15 108 11:45 363 1385 427 1646 790 3031 46 352 17 73 63 425 TOTALS 7340 15774 23114 19213 12910 32123 SPLIT %31.8%68.2%41.8%59.8%40.2%58.2% NB SB EB WB 0 0 26,553 28,684 AM Peak Hour 11:45 07:30 07:45 16:30 16:15 16:30 AM Pk Volume 1584 3247 4574 2994 1817 4802 Pk Hr Factor 0.910 0.957 0.939 0.968 0.981 0.971 7 - 9 Volume 0 0 2371 6129 8500 0 0 5750 3455 9205 7 - 9 Peak Hour 07:45 07:30 07:45 16:30 16:15 16:30 7 - 9 Pk Volume 0 0 1327 3247 4574 0 0 2994 1817 4802 Pk Hr Factor 0.000 0.000 0.897 0.957 0.939 0.000 0.000 0.968 0.981 0.971 Prepared by National Data & Surveying ServicesVOLUME Palomar Airport Rd Bet. El Fuerte St & Melrose Dr Wednesday 9/11/2019 DAILY TOTALS Total55,237 TOTAL PM Period TOTAL 12:0012:1512:3012:4513:0013:1513:3013:4514:0014:1514:3014:4515:0015:1515:3015:4516:0016:1516:3016:4517:0017:1517:3017:4518:0018:1518:3018:4519:0019:1519:3019:4520:0020:1520:3020:4521:0021:15 SPLIT % 21:3021:4522:0022:1522:3022:45 DAILY TOTALS Total55,237 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS Project #:CA19_4342_001 City:Carlsbad Location:Date:9/10/2019Palomar Airport Rd Bet. El Fuerte St & Prepared by National Data & Surveying Services 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4342_001 City:Carlsbad Location:Date:9/11/2019 Prepared by National Data & Surveying Services Palomar Airport Rd Bet. El Fuerte St & 0 500 1000 1500 2000 2500 3000 3500 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: 38 Location: Palomar Airport Road Between Melrose Drive and City Limits Contents: 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_032 NB SB EB WB 0 0 17,728 17,752 AM Period NB SB EB WB NB SB EB WB 00:00 36 19 55 276 290 566 00:15 21 11 32 284 270 55400:30 14 15 29 285 293 57800:45 20 91 15 60 35 151 266 1111 305 1158 571 226901:00 54 10 64 274 270 54401:15 10 9 19 289 297 58601:30 14 9 23 317 271 58801:45 10 88 9 37 19 125 277 1157 271 1109 548 226602:00 16 12 28 291 226 517 02:15 13 17 30 337 248 585 02:30 8 9 17 485 242 727 02:45 8 45 13 51 21 96 404 1517 252 968 656 248503:00 11 16 27 379 257 636 03:15 4 18 22 374 258 632 03:30 11 45 56 375 278 653 03:45 11 37 59 138 70 175 400 1528 222 1015 622 254304:00 14 36 50 441 284 725 04:15 12 51 63 441 278 719 04:30 27 93 120 437 295 732 04:45 38 91 144 324 182 415 471 1790 283 1140 754 293005:00 38 105 143 503 278 781 05:15 35 168 203 488 278 766 05:30 47 273 320 471 294 765 05:45 70 190 358 904 428 1094 386 1848 267 1117 653 296506:00 55 232 287 348 241 589 06:15 81 271 352 332 211 543 06:30 115 315 430 280 196 476 06:45 140 391 365 1183 505 1574 246 1206 171 819 417 202507:00 149 364 513 221 150 371 07:15 183 377 560 234 172 406 07:30 211 383 594 182 160 342 07:45 229 772 384 1508 613 2280 199 836 127 609 326 144508:00 245 401 646 157 110 267 08:15 219 373 592 134 123 257 08:30 194 356 550 139 108 247 08:45 212 870 421 1551 633 2421 128 558 84 425 212 98309:00 224 329 553 104 74 178 09:15 202 265 467 100 60 160 09:30 180 272 452 88 76 164 09:45 197 803 297 1163 494 1966 87 379 75 285 162 66410:00 187 235 422 90 47 137 10:15 218 236 454 72 41 113 10:30 233 221 454 76 37 113 10:45 249 887 237 929 486 1816 66 304 30 155 96 45911:00 261 233 494 75 26 101 11:15 231 254 485 38 21 59 11:30 260 277 537 42 14 56 11:45 289 1041 266 1030 555 2071 33 188 13 74 46 262 TOTALS 5306 8878 14184 12422 8874 21296 SPLIT %37.4%62.6%40.0%58.3%41.7%60.0% NB SB EB WB 0 0 17,728 17,752 AM Peak Hour 11:45 08:00 07:30 16:45 12:30 16:45 AM Pk Volume 1134 1551 2445 1933 1165 3066 Pk Hr Factor 0.981 0.921 0.946 0.961 0.955 0.981 7 - 9 Volume 0 0 1642 3059 4701 0 0 3638 2257 5895 7 - 9 Peak Hour 07:30 08:00 07:30 16:45 16:00 16:45 7 - 9 Pk Volume 0 0 904 1551 2445 0 0 1933 1140 3066 Pk Hr Factor 0.000 0.000 0.922 0.921 0.946 0.000 0.000 0.961 0.966 0.981 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 Palomar Airport Rd Bet. Melrose Dr & City Limits 21:3021:4522:00 Total35,480 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total35,480 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_032 NB SB EB WB 0 0 18,107 17,878 AM Period NB SB EB WB NB SB EB WB 00:00 45 17 62 290 267 557 00:15 25 16 41 260 270 53000:30 15 17 32 317 300 61700:45 10 95 18 68 28 163 281 1148 295 1132 576 228001:00 48 12 60 287 282 56901:15 20 8 28 279 296 57501:30 15 10 25 323 265 58801:45 17 100 10 40 27 140 290 1179 269 1112 559 229102:00 11 16 27 346 247 593 02:15 9 9 18 327 254 581 02:30 10 13 23 440 249 689 02:45 14 44 13 51 27 95 404 1517 258 1008 662 252503:00 6 10 16 402 263 665 03:15 10 19 29 379 259 638 03:30 9 42 51 428 255 683 03:45 7 32 69 140 76 172 402 1611 281 1058 683 266904:00 8 31 39 444 256 700 04:15 14 48 62 458 280 738 04:30 21 97 118 459 277 736 04:45 38 81 142 318 180 399 453 1814 270 1083 723 289705:00 27 98 125 489 271 760 05:15 35 161 196 466 282 748 05:30 57 232 289 464 294 758 05:45 60 179 353 844 413 1023 384 1803 267 1114 651 291706:00 81 215 296 355 258 613 06:15 87 266 353 320 242 562 06:30 121 320 441 280 224 504 06:45 164 453 337 1138 501 1591 266 1221 205 929 471 215007:00 143 369 512 219 178 397 07:15 180 388 568 192 145 337 07:30 223 378 601 195 117 312 07:45 215 761 429 1564 644 2325 191 797 106 546 297 134308:00 269 395 664 122 116 238 08:15 249 386 635 161 100 261 08:30 237 374 611 133 95 228 08:45 237 992 358 1513 595 2505 139 555 112 423 251 97809:00 200 348 548 131 89 220 09:15 213 272 485 125 69 194 09:30 211 278 489 84 62 146 09:45 204 828 288 1186 492 2014 89 429 62 282 151 71110:00 180 275 455 92 67 159 10:15 223 259 482 68 42 110 10:30 228 233 461 86 47 133 10:45 251 882 241 1008 492 1890 69 315 34 190 103 50511:00 258 241 499 67 41 108 11:15 255 243 498 48 34 82 11:30 277 264 541 41 18 59 11:45 287 1077 266 1014 553 2091 38 194 24 117 62 311 TOTALS 5524 8884 14408 12583 8994 21577 SPLIT %38.3%61.7%40.0%58.3%41.7%60.0% NB SB EB WB 0 0 18,107 17,878 AM Peak Hour 11:45 07:15 07:45 16:45 12:30 16:45 AM Pk Volume 1154 1590 2554 1872 1173 2989 Pk Hr Factor 0.910 0.927 0.962 0.957 0.978 0.983 7 - 9 Volume 0 0 1753 3077 4830 0 0 3617 2197 5814 7 - 9 Peak Hour 08:00 07:15 07:45 16:45 16:45 16:45 7 - 9 Pk Volume 0 0 992 1590 2554 0 0 1872 1117 2989 Pk Hr Factor 0.000 0.000 0.922 0.927 0.962 0.000 0.000 0.957 0.950 0.983 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total35,985 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME Palomar Airport Rd Bet. Melrose Dr & City Limits Thursday 5/2/2019 DAILY TOTALS Total35,985 Project #:CA19_4201_032 City:Carlsbad Location:Date:5/1/2019Palomar Airport Rd Bet. Melrose Dr & City Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_032 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD Palomar Airport Rd Bet. Melrose Dr & City 0 200 400 600 800 1000 1200 1400 1600 1800 2000 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB City of Carlsbad Roadway Level of Service Analysis MIDBLOCK COUNT SUMMARY Number: Location: Contents: 39 La Costa Avenue Between Piraeus St and El Camino Real 15 Minute Volume Report Day 1 15 Minute Volume Report Day 2 24-Hour Volume Plot Day 1 24-Hour Volume Plot Day 2 Day:City:Carlsbad Date:Project #:CA19_4201_033 NB SB EB WB 0 0 19,195 18,990 AM Period NB SB EB WB NB SB EB WB 00:00 31 12 43 267 266 533 00:15 24 10 34 286 285 57100:30 22 8 30 268 280 54800:45 19 96 8 38 27 134 264 1085 254 1085 518 217001:00 12 15 27 281 314 59501:15 10 9 19 283 266 54901:30 6 4 10 299 285 58401:45 14 42 9 37 23 79 331 1194 259 1124 590 231802:00 11 2 13 312 280 592 02:15 7 5 12 300 282 582 02:30 11 2 13 321 367 688 02:45 6 35 2 11 8 46 371 1304 337 1266 708 257003:00 4 2 6 299 361 660 03:15 10 11 21 343 345 688 03:30 19 10 29 386 290 676 03:45 21 54 29 52 50 106 330 1358 324 1320 654 267804:00 18 17 35 379 313 692 04:15 15 22 37 362 352 714 04:30 27 34 61 370 330 700 04:45 48 108 52 125 100 233 411 1522 365 1360 776 288205:00 40 74 114 421 330 751 05:15 65 82 147 393 381 774 05:30 94 103 197 417 367 784 05:45 148 347 148 407 296 754 424 1655 318 1396 742 305106:00 113 209 322 434 288 722 06:15 137 270 407 388 296 684 06:30 154 287 441 344 275 619 06:45 238 642 351 1117 589 1759 281 1447 231 1090 512 253707:00 242 391 633 222 214 436 07:15 295 415 710 241 192 433 07:30 300 442 742 250 178 428 07:45 382 1219 448 1696 830 2915 228 941 151 735 379 167608:00 334 398 732 231 128 359 08:15 334 398 732 183 124 307 08:30 310 372 682 199 109 308 08:45 322 1300 342 1510 664 2810 163 776 111 472 274 124809:00 271 280 551 168 100 268 09:15 248 324 572 157 98 255 09:30 249 318 567 118 75 193 09:45 251 1019 331 1253 582 2272 105 548 53 326 158 87410:00 238 282 520 100 69 169 10:15 256 314 570 105 39 144 10:30 191 246 437 104 57 161 10:45 248 933 278 1120 526 2053 79 388 34 199 113 58711:00 249 280 529 70 32 102 11:15 210 299 509 39 29 68 11:30 264 301 565 28 17 45 11:45 281 1004 282 1162 563 2166 41 178 11 89 52 267 TOTALS 6799 8528 15327 12396 10462 22858 SPLIT %44.4%55.6%40.1%54.2%45.8%59.9% NB SB EB WB 0 0 19,195 18,990 AM Peak Hour 07:45 07:15 07:30 17:15 16:45 16:45 AM Pk Volume 1360 1703 3036 1668 1443 3085 Pk Hr Factor 0.890 0.950 0.914 0.961 0.947 0.984 7 - 9 Volume 0 0 2519 3206 5725 0 0 3177 2756 5933 7 - 9 Peak Hour 07:45 07:15 07:30 17:00 16:45 16:45 7 - 9 Pk Volume 0 0 1360 1703 3036 0 0 1655 1443 3085 Pk Hr Factor 0.000 0.000 0.890 0.950 0.914 0.000 0.000 0.976 0.947 0.984 VOLUMEPrepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 5/1/2019 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Wednesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 La Costa Ave Bet. Piraeus St & El Camino Real 21:3021:4522:00 Total38,185 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total38,185 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Carlsbad Date:Project #:CA19_4201_033 NB SB EB WB 0 0 19,399 19,245 AM Period NB SB EB WB NB SB EB WB 00:00 25 11 36 247 302 549 00:15 33 12 45 296 274 57000:30 18 8 26 269 310 57900:45 15 91 5 36 20 127 267 1079 286 1172 553 225101:00 16 8 24 260 293 55301:15 18 10 28 288 258 54601:30 14 4 18 237 258 49501:45 10 58 2 24 12 82 284 1069 301 1110 585 217902:00 12 3 15 312 317 629 02:15 9 5 14 310 352 662 02:30 9 3 12 355 330 685 02:45 3 33 5 16 8 49 329 1306 332 1331 661 263703:00 11 11 22 338 334 672 03:15 10 10 20 385 346 731 03:30 17 16 33 322 389 711 03:45 19 57 16 53 35 110 353 1398 336 1405 689 280304:00 16 22 38 387 344 731 04:15 19 20 39 395 325 720 04:30 32 23 55 412 370 782 04:45 44 111 49 114 93 225 364 1558 327 1366 691 292405:00 38 65 103 423 355 778 05:15 55 83 138 422 383 805 05:30 107 122 229 405 370 775 05:45 129 329 144 414 273 743 401 1651 326 1434 727 308506:00 145 210 355 379 317 696 06:15 149 260 409 336 298 634 06:30 180 306 486 353 280 633 06:45 217 691 317 1093 534 1784 351 1419 222 1117 573 253607:00 268 439 707 238 225 463 07:15 292 410 702 268 184 452 07:30 325 451 776 223 160 383 07:45 399 1284 399 1699 798 2983 253 982 152 721 405 170308:00 341 389 730 219 134 353 08:15 337 374 711 244 142 386 08:30 317 349 666 207 129 336 08:45 339 1334 366 1478 705 2812 200 870 102 507 302 137709:00 294 303 597 173 98 271 09:15 235 318 553 142 111 253 09:30 278 301 579 135 94 229 09:45 251 1058 321 1243 572 2301 104 554 79 382 183 93610:00 247 310 557 105 57 162 10:15 232 277 509 85 48 133 10:30 233 293 526 75 48 123 10:45 270 982 275 1155 545 2137 85 350 38 191 123 54111:00 222 265 487 65 37 102 11:15 202 280 482 67 29 96 11:30 260 277 537 37 16 53 11:45 240 924 255 1077 495 2001 42 211 25 107 67 318 TOTALS 6952 8402 15354 12447 10843 23290 SPLIT %45.3%54.7%39.7%53.4%46.6%60.3% NB SB EB WB 0 0 19,399 19,245 AM Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00 AM Pk Volume 1402 1699 3015 1651 1435 3085 Pk Hr Factor 0.878 0.942 0.945 0.976 0.937 0.958 7 - 9 Volume 0 0 2618 3177 5795 0 0 3209 2800 6009 7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:30 17:00 7 - 9 Pk Volume 0 0 1402 1699 3015 0 0 1651 1435 3085 Pk Hr Factor 0.000 0.000 0.878 0.942 0.945 0.000 0.000 0.976 0.937 0.958 Pk Hr Factor 4 - 6 Volume 4 - 6 Peak Hour 4 - 6 Pk Volume Pk Hr Factor DAILY TOTALS DAILY TOTALS Total38,644 PM Peak Hour PM Pk Volume 23:0023:1523:3023:45 TOTALS SPLIT % 21:3021:4522:0022:1522:3022:45 20:0020:1520:3020:4521:0021:15 18:3018:4519:0019:1519:3019:45 17:0017:1517:3017:4518:0018:15 15:3015:4516:0016:1516:3016:45 14:0014:1514:3014:4515:0015:15 12:3012:4513:0013:1513:3013:45 TOTAL PM Period TOTAL 12:0012:15 Prepared by NDS/ATDVOLUME La Costa Ave Bet. Piraeus St & El Camino Real Thursday 5/2/2019 DAILY TOTALS Total38,644 Project #:CA19_4201_033 City:Carlsbad Location:Date:5/1/2019La Costa Ave Bet. Piraeus St & El Camino Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Project #:CA19_4201_033 City:Carlsbad Location:Date:5/2/2019 Prepared by NDS/ATD La Costa Ave Bet. Piraeus St & El Camino 0 200 400 600 800 1000 1200 1400 1600 1800 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00VehiclesNB SB EB WB Community Development Department Planning Division 1635 Faraday Avenue Carlsbad, CA 92008 760-602-4600 760-602-8560 fax NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City of Carlsbad Traffic and Mobility Commission will hold a public hearing at 3:00 p.m. on Monday, Oct. 5, 2020 to receive and make recommendations to City Council on the Circulation Section of the Annual Monitoring Report for the City of Carlsbad General Plan/Growth Management Plan/Citywide Facilities and Improvements Plan, prepared pursuant to Carlsbad Municipal Code Section 21.90.130 and Gov. Code Section 65400. Per State of California Executive Order N-29-20 in the interest of public health and safety, the City is temporarily taking actions to prevent and mitigate the effects of the COVID-19 pandemic by holding Traffic and Mobility Commission meetings electronically or by teleconferencing. Traffic and Mobility Commission Special meetings can be watched via livestream or replayed on the city website at http://www.carlsbadca.gov. You can participate in the meeting by e-mailing your comments to the Minutes Clerk at traffic@carlsbadca.gov prior to commencement of the agenda item. Your comment will be transmitted to the Traffic and Mobility Commission at the start of the agenda item. If you desire to have your comment read into the record at the Traffic and Mobility Commission Special Meeting, please indicate so in the first line of your e-mail and limit your e-mail to 500 words or less. This component of the monitoring report includes discussion of compliance with the Citywide Facilities and Improvements performance standards for Circulation, as amended in 2015 pursuant to Resolution No. 2015-243. The Traffic and Mobility Commission will also make a recommendation to City Council related to compliance with the City’s Circulation performance standard, including but not limited to circulation improvements and implementation actions, potential vehicular Level of Service exemptions pursuant to General Plan Mobility Element Policy 3-P.9, and/or any other permissible actions allowed under Carlsbad Municipal Code Chapter 21.90. The Commission’s Staff Report and the Circulation component of the Monitoring Report will be available on the City’s agenda website at least 72 hours before the Commission hearing: https://www.carlsbadca.gov/cityhall/clerk/meetings/boards/traffic.asp Those persons wishing to speak on this proposal are cordially invited to attend the public hearing. If you have any questions, please contact Nathan Schmidt in the Transportation Department of the Public Works Branch at (760) 602-2734 or Nathan.Schmidt@carlsbadca.gov. If you challenge this Annual Monitoring Report or the Traffic and Mobility Commission recommendations in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice or in written correspondence delivered to the City of Carlsbad, Attn: City Clerk’s Office, 1200 Carlsbad Village Drive, Carlsbad, CA 92008, at or prior to the public hearing. PUBLISH: September 24, 2020 CITY OF CARLSBAD TRAFFIC AND MOBILITY COMMISSION Exhibit 7