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14 - Mariners and Dover Shores Neighborhood Traffic Calming Study
Q �EwPpRT O c — '9 TO: FROM CITY OF NEWPORT BEACH City Council Staff Report PREPARED BY: PHONE: TITLE: ABSTRACT: January 12, 2021 Agenda Item No. 14 HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL David A. Webb, Public Works Director - 949-644-3311, dawebb@newportbeachca.gov Antony Brine, City Traffic Engineer, tbrine@newportbeachca.gov 949-644-3329 Mariners and Dover Shores Neighborhood Traffic Calming Study In response to resident concerns for speed and cut -through traffic in the Mariners and Dover Shores neighborhoods, the City hired an engineering consultant to prepare a comprehensive neighborhood traffic calming study. A significant amount of data was collected including average daily traffic, cut -through traffic volumes, vehicle speed measurements, and traffic collision history. During the review process, three (3) separate Town Hall meetings were held to discuss the study preparation with residents. City Council Policy L-26 outlines the step-by-step review process and criteria that shall be considered in determining whether a residential street qualifies for implementation of traffic calming measures. The final traffic calming study provides a specific plan for speed cushions and traffic striping improvements in the two neighborhoods to help address the residents' concerns. The next step is for City Council to determine if there is enough community support to warrant the installation of said traffic calming measures, and if so, to fund and construct those identified traffic calming measures. RECOMMENDATION: a) Determine this action is exempt from the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because this action will not result in a physical change to the environment, directly or indirectly-, b) Receive and file the Mariners and Dover Shores Neighborhood Traffic Calming Study; and c) If so desired, waive the City Council Policy L-26 requirement for seventy (70) percent community support, and direct staff to implement and install the improvements outlined in the Mariners and Dover Shores Neighborhood Traffic Calming Study, or as otherwise directed by the City Council; and d) Direct staff to advertise the project, and appropriate the necessary funds at the time of contract award; or 14-1 Mariners and Dover Shores Neighborhood Traffic Calming Study January 12, 2021 Page 2 e) Uphold the City Council Policy L-26 requirement for seventy (70) percent community support, and direct staff not to proceed with the improvements outlined in the Mariners and Dover Shores Neighborhood Traffic Calming Study, or as otherwise directed by the City Council. FUNDING REQUIREMENTS: The necessary funding to construct any desired traffic calming improvements is not currently provided for within the City budget. Should Council direct staff to move forward with installation of traffic calming measures, the necessary funding for the project will be included for appropriation into the budget at the time of construction contract award. 11 k*T44I L34 rel 01 In an effort to address possible speed and cut -through traffic concerns received from residents in the Dover Shores and Mariners neighborhood, staff budgeted $100,000 in the Fiscal Year 2018/19 Capital Improvement Program for the preparation of a neighborhood traffic study. Staff selected a proposal for preparation of the comprehensive traffic study for the combined neighborhoods in early fall of 2018, and work on the traffic study began in October of 2018. The Mariners and Dover Shores neighborhoods encompass a large area, over 490 acres with approximately 3,900 residents. The purpose of the traffic study was to quantify and address the concerns expressed by residents. In order to collect resident feedback, share traffic data results and discuss potential improvements, a total of three (3) Town Hall meetings were held during the study preparation. Town Hall Meeting # 1 was held on November 29, 2018. The goal of the first Town Hall was to present the scope of the study and take questions and comments from the residents. Through this dialogue, staff and the consultant were able to the define the specific nature and locations of the residents' concerns. After the initial resident dialogue, and internal discussions, it was determined that the study should focus on the primary streets in the neighborhoods: • Santiago Drive • Highland Drive • Mariners Drive • Dover Drive • Commodore Road • Tradewinds Lane • Westcliff Drive • Polaris Drive • Galaxy Drive 14-2 Mariners and Dover Shores Neighborhood Traffic Calming Study January 12, 2021 Page 3 Following the first Town Hall, an extensive data compilation began including collecting average daily traffic counts, vehicle speed data, traffic collision data, traffic associated with the Newport Aquatic Center, and cut -through traffic counts. The data was collected after the holiday season in February and March of 2019. Town Hall Meeting # 2 was held on May 2, 2019. This meeting was very proactive, with all of the compiled traffic data presented and discussed with the attendees. The top concerns discussed, in order of resident importance, were 1) vehicle speeds, 2) cut - through traffic, 3) bicycle safety, 4) traffic signage, and 5) high traffic volumes. It is very important to note that throughout the preparation of the study, the consultant and staff followed the guidelines outlined in City Council Policy L-26, the "Neighborhood Traffic Management Policy". The Council Policy outlines the process involved in reviewing traffic calming requests in neighborhoods. Additionally, specific criteria are defined that are reviewed when considering the implementation of traffic calming tools such as speed bumps or speed cushions. City Council Policy L-26 is Attachment B. With the input provided by the residents, together with the traffic data collected, the consultant and staff started the analysis to determine if any streets within the neighborhood met the warrants for traffic calming features. Of the traffic calming tools outlined in Council Policy L-26, staff and the consultant determined that striping modifications and speed cushion installation would be the most appropriate tools for consideration on those neighborhood streets that met the minimum criteria. The striping modifications would include edgeline striping which visually narrows the roadway without making physical modifications. Also, striped "bulb -outs" at select intersections better channelize turn movements and traffic flow at intersections. These striping techniques help reduce travel speeds. Speed cushions are vertical changes to the traveled way that are similar to speed humps. The difference is that a speed cushion is configured such that there are gaps created between the rises in the pavement to allow emergency vehicles to proceed along the street without having to slow or stop. Typical passenger vehicles, with shorter axles, would have to slow in order to safely traverse the cushions. The Fire Department supports the use of speed cushions. Town Hall Meeting # 3 was held on September 12, 2019. At this meeting, the consultant and staff summarized the information presented at the previous town hall meetings and presented the Conceptual Improvement Plan. The Traffic Study outlined the draft improvement plan which included edgeline striping to narrow the roadway on Santiago Drive, Highland Drive, Dover Drive, Mariners Drive, Commodore Road, Polaris Drive and Tradewinds Lane. The plan also includes the installation of speed cushions at seventeen (17) locations throughout the community, where the criteria from City Council Policy L-26 were met. • 8 sets of speed cushions on Santiago Drive • 3 sets of speed cushions on Highland Drive 14-3 Mariners and Dover Shores Neighborhood Traffic Calming Study January 12, 2021 Page 4 • 2 sets of speed cushions on Polaris Drive • 2 sets of speed cushions on Commodore Road • 1 set of speed cushions on Mariners Drive • 1 set of speed cushions on Dover Drive Warning signs and advance roadway markings would be incorporated as part of the speed cushion installation. The Final Mariners and Dover Shores Neighborhood Traffic Calming Study was completed on October 23, 2019. Per the process covered in City Council Policy L-26, the final study, including the draft improvement plan, was submitted by staff to the residents in October 2019, together with an approved petition for signatures. A neighborhood representative is then responsible for the circulation of the petition and draft plan. The city staff worked with the neighborhood representative to provide a list of the affected residences where the signatures should attempt to be obtained. When City Council Policy L-26 was approved in 2006, the City Council determined that the step-by-step process is the backbone of the program. The decision was made that the process cannot include staff only. The petition process is a very important part of the overall program. The City Council determined that responsibility should be placed on the residents to discuss the issues with their neighbors, and garner support for a proposed project. The process states that seventy (70) percent of the total number of affected residences must support the project. The neighborhood representative submitted the signed petitions on October 21, 2020. A summary of the petition results was provided to staff. The results are summarized by street with the following results: • Santiago = 61 % support • Commodore = 61 % support • Tradewinds = 52 % support • Dover = 60 % support • Highland = 71 % support • Mariners = 42 % support • Polaris = 15 % support. If Polaris Drive was removed from the project, which is staff's recommendation for lack of resident support, then the overall support in the community is 60 percent. 14-4 Mariners and Dover Shores Neighborhood Traffic Calming Study January 12, 2021 Page 5 There was limited communication and perceived interest from the neighborhood representatives to staff between January and July of 2020, and staff did not receive the signed community petition until October 2020. When the City budget was reviewed and adjusted in response to the COVID-19 pandemic in May 2020, the decision was made to remove the project funding from the Capital Improvement Program budget. Should the City Council wish to proceed with the proposed project, necessary funding will need to be appropriated back into the budget at the time of construction contract award. The project has been designed such that installation of the improvements will not result in excessive diversion of traffic to parallel and/or adjacent neighborhood streets. Thus, should Council decide to go forward with this traffic calming project, inclusion of all identified improvements is recommended and will be key to the success of the project. However, given its unique location in the most southeastern corner of the community, and the lack of resident support among Polaris Drive residents, staff recommends that Polaris Drive be removed from the project. ENVIRONMENTAL REVIEW: Staff recommends the City Council find this action is not subject to the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. NOTICING: The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). ATTACHMENTS: Attachment A — Dover Shores Speeding Petition and Results Attachment B — City Council Policy L-26 Attachment C — Mariners and Dover Shores Neighborhood Traffic Calming Study Attachment D — Correspondence 14-5 ATTACHMENT A ** URGENT ** DOVER SHORES COMMUNITY SUPPORT NEEDED Speeding has been a long-time issue in Dover Shores. Not only do we have increased car traffic from subcontractors and NAC visitors, our neighbors are speeding. The City of Newport Beach has determined the following streets have the highest rates of speeding from their traffic study: • Santiago Drive • Commodore Road • Highland Drive • Mariners Drive • Dover Drive • Polaris Drive (Evening Star Lane) • Tradewinds Lane The City of Newport Beach recommends speed -reducing measures on the above streets and requires 70% residents on those streets to sign this petition. By signing this petition, you live in Dover Shores in Newport Beach, CA and you approve the city's recommendation to install speed cushions (speed bumps) and/or paint edge -line striping on the above streets. Link for plans: https://www.newportbeachca.gov/home/showdocument?id=67231 have read the project description and reviewed the plans prepared by the City and approve the proposed project. print name signature print address print email address 14-6 Dover Shores Speeding Petition Resident Count Per City Santiago 122 Commodore 46 Tradewinds 45 Dover 25 Highland 103 Mariners 50 Polaris/ Evening Star 49 Totals 440 Other DS Residents TOTAL Signed % Signed 75 61% 28 61% 23 52% 15 60% 73 71% 21 42% 5 15% 240 55% Without Polaris 391 235 60% * Have 78% Santiago section from Mainers to Holiday 14-7 ATTACHMENT B L-26 NEIGHBORHOOD TRAFFIC MANAGEMENT POLICY The City has developed Neighborhood Traffic Management Guidelines in an effort to provide residents with traffic concerns access to traffic management measures that can serve to alleviate their concerns. It is the intent of this policy to identify traffic calming measures; establish speed and volume thresholds for the implementation of measures and; define step-by-step procedures to address neighborhood traffic concerns. GENERAL The Goals of the Neighborhood Traffic Management Program are: A. Manage the speed of vehicles on residential streets with "demonstrated speeding concerns" (as defined in this Policy) to levels consistent with residential speed limits, or other posted speed limits as determined by the California Vehicle Code or the City of Newport Beach Municipal Code. B. Discourage the use of local residential streets by non -local (cut -through) traffic by making the streets less attractive as commuter routes. C. Develop and emphasize focused neighborhood educational programs that will address residential traffic concerns. This shall be accomplished by the preparation of a traffic calming pamphlet; holding neighborhood meetings; and public hearings before the City Traffic Affairs Committee and the City Council. D. Implementation of selective police enforcement actions in neighborhoods with traffic related concerns. E. Minimize impacts on emergency vehicle response times, which may potentially be caused by implementation of neighborhood traffic calming measures. F. Limit the potential for shifting traffic from one residential street (or neighborhood) to another when implementing traffic calming measures. G. Respond to complaints in a timely manner. 1 14-8 L -2b 01All 0000MA1:1►1:[e10ITUIML41 0WAIa1-10):1 Traffic management measures generally fall into three (3) categories: A. Level 1 Tools are comprised of actions and programs that are primarily educational and enforcement based. These tools include neighborhood meetings, police enforcement, signing, and the use of a speed radar trailer. B. Level 2 Tools include the construction of physical improvements to address documented speed concerns. These tools include road narrowing, chokers, gateways, traffic circles, speed bumps, speed tables, and intersection channelization. C. Level 3 Tools include the construction of physical improvements to reduce traffic volumes on a local residential street. These tools include neckdowns, turn restrictions, cul-de-sacs, diagonal diverters, half -closures. The definitions for the different traffic calming tools are included in the Neighborhood Traffic Management Guidelines document. CRITERIA The implementation of Level 2 Tools will be considered for those public streets meeting all of the following criteria: 1. The street should be primarily a local, residential street with a posted (or prima facie) speed limit of 25 mph or 30 mph. 2. The section of road shall have no more than one lane in each direction, and shall be a maximum of 44 feet in width curb -to -curb. The street segment shall also be at least 800 feet in length, and have no intermediate STOP signs. 3. The volume of traffic on the street shall be between 500 and 4000 vehicles per day. 4. A speed survey must demonstrate that the 85 percentile speed is greater than 32 mph on a posted 25 mph street, or greater that 37 mph on a posted 30 mph street. Speeds above these thresholds indicate a "demonstrated speed concern". K 14-9 L-26 5. The street must have a sustained longitudinal grade of 6 percent or less. The street must have a horizontal and vertical alignment such that there is adequate sight distance, as determined by the City Traffic Engineer. 6. Level 2 measures will not be installed if, in the opinion of the City Traffic Engineer, they will result in excessive diversion of traffic to parallel local residential streets. 7. Proposed Level 2 measures will be reviewed by the Police and Fire Departments for potential impacts to public safety response times. The implementation of Level 3 Tools will be considered for those public streets meeting criteria 1, 2, 6, and 7 as noted above, and as required by Level 2 Tools. In addition the following criteria must be met: 1. The volume of traffic on the street shall be greater that 4000 vehicles per day. PROCESS The following step-by-step procedures will be used by the City to address neighborhood traffic concerns: A. A resident will inform the City of a potential problem area. Any traffic calming request is required to include a petition signed by at least five (5) residents within the immediate vicinity of the problem area. & The City will review the roadway conditions and collect the appropriate traffic speed and volume data. If it is determined that an immediate safety issue exists, staff will initiate a project to address the situation. Otherwise, staff will initiate the appropriate Level 1 traffic calming measures. C. The Level 1 measures shall be in place for a minimum of three (3) months. If the Level 1 measures do not address the residents concerns, the City will review the traffic data that has been collected, discuss the issues with the Police and Fire Departments, and determine if the street qualifies for Level 2 or Level 3 measures. The residents will be informed of the results of the traffic analysis. D. If the traffic data indicates that the street(s) may qualify for Level 2 or Level 3 measures, a survey will be mailed out to the neighborhood to identify specific concerns. After responses to the survey are received, a neighborhood meeting 3 14-10 1,26 will be held. This meeting may be used to develop recommended Level 2 or Level 3 implementation measures. A representative of the Public Works Department and the Police Department will attend the meeting. E. A draft improvement plan shall be prepared, and submitted to the residents. The City will schedule a meeting of the Traffic Affairs Committee. The area residents will be invited to the meeting to provide their input. The Traffic Affairs Committee will recommend approval or denial of the project. If approved, the project will be submitted to the residents with an approved petition for signatures. F. A neighborhood representative shall be responsible for circulation of the petition. The petition will be prepared by City staff together with the residents, and shall be approved by the City Traffic Engineer prior to circulation. The City will provide a map of the affected area and a listing of all residents' addresses to the designated neighborhood representative. The petition should include only residents or businesses within the affected area. Person(s) circulating the petition shall attempt to contact all affected residences or businesses. Residents must be at least 18 years old to sign. The petition must include the current address, printed name, and signature for each resident. The petition requesting the neighborhood traffic management measures must be supported by seventy (70) percent of the total number of residential units/ businesses. G. If neighborhood support is demonstrated through the petition process, the project will be forwarded to City Council for approval. All Level 2 or Level 3 measures shall be approved by City Council prior to design or construction. If the petition process is unsuccessful, City staff will continue undertaking the appropriate Level 1 actions. PRIORITY Requests for the installation of traffic calming measures using City funds shall be prioritized by the City Traffic Engineer considering the following factors: 1. Date of petition submittal. 2. Volume of traffic using the street. 3. Percentage of traffic exceeding the threshold speed limit. 4 14-11 L-26 4. Other factors including, but not limited to, number of houses, presence of parks or schools, street width, and number of residential driveways. The City shall also take into account any letters of interest from the residents (or Homeowners Associations) to provide funding for all or part of the costs of the design and construction of the improvements. Adopted - September 12, 2006 5 14-12 ATTACHMENT C MARINERS AND DOVER SHORES TRAFFIC City of Newport NEIGHBORHOOD CALMING STUDY Beach, California =Study Area \ engineering group, inc. 14-13 engineering group, inc. traffic engineering & design transportation planning parking acoustical engineering air quality & ghg MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY City of Newport Beach, California Prepared for: CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, CA 92660 Prepared by: RK ENGINEERING GROUP, INC. 4000 Westerly Place, Suite 280 Newport Beach, CA 92660 Rogier Goedecke Robert Kahn, P.E. Elias Bandek, E.I.T. No. 0555 * Exp 12/31/19 �l9 rRA IJ ��G ��� F cF C.a� ° October 23, 2019 RG: sl/rk 15509. doc 4000 westerly place, ste. 280 newport beach, ca 92660 JN: 0559-2018-01 O (949) 474-0809 ® r kengi nee r. cc m 14-14 Table of Contents Section Page 1.0 Executive Summary.............................................................................1 1.1 Summary of Findings.............................................................................1 1.2 Conceptual Improvements..................................................................... 1 2.0 Mariners and Dover Shores Neighborhoods.......................................2 3.0 Purpose of Report and Study Objectives............................................2 4.0 Role of Council Policy L-26 for this Study...........................................3 5.0 First of Three Neighborhood Meetings, November 29, 2018 .............3 6.0 Data Collection.................................................................................... 4 7.0 Second of Three Neighborhood Meetings, May 2, 2019 .................... 5 7.1 Community Feedback............................................................................ 5 7.2 Traffic Collision Report Data...................................................................6 7.3 Traffic Count Data Collection Locations..................................................6 7.4 Average Daily Traffic..............................................................................7 7.5 24 -Hour Speed Surveys..........................................................................7 7.6 Peak Hour Traffic Associated with the Newport Aquatic Center ..............8 7.7 Cut -Through Traffic............................................................................... 8 7.8 Discussion of Navigation Apps............................................................... 9 7.9 Navigation App Considerations in this Study/ Conclusion ..................... 10 8.0 Traffic Calming Measures..................................................................10 8.1 Introduction........................................................................................10 8.2 Conceptual Improvements...................................................................1 1 9.0 Third of Three Neighborhood Meetings, September 12, 2019.........12 9.1 Review.................................................................................................13 9.2 Traffic Calming Features......................................................................13 9.3 Locations for Conceptual Improvements..............................................14 9.4 Council Policy L-26 Guidelines for Implementation...............................14 14-15 List of Attachments Exhibits StudyArea.............................................................................................................A ExistingConditions................................................................................................. B Areasof Traffic Concern......................................................................................... C Traffic Collision Reports (05/2008 — 08/2018).........................................................D Traffic Data Collection Locations............................................................................. E 24 -Hour Average Daily Traffic (ADT)....................................................................... F 24 -Hour Speed Surveys Thursday, February 7, 2019................................................................................ G-1 24 -Hour Speed Surveys Saturday, March 9, 2019.................................................................................... G-2 Newport Aquatic Center (NAC) Trip Contribution Thursday, February 7, 2019................................................................................ H-1 Newport Aquatic Center (NAC) Trip Contribution Saturday, March 9, 2019.................................................................................... H-2 Cut -Through Surveys Thursday, February 7, 2019..................................................................................I-1 Cut -Through Surveys Saturday, March 9, 2019......................................................................................1-2 Area -Wide Preliminary Conceptual Improvements Based on Council Policy L-26...................................................................................J Preliminary Conceptual Roadway Detail Santiago Drive: Tradewinds Lane to Constellation Drive ........................................ K-1 Preliminary Conceptual Roadway Detail Santiago Drive: Galaxy Drive to Holiday Road.......................................................K-2 14-16 List of Attachments (continued) Exhibits (continued) Preliminary Conceptual Roadway Detail Santiago Drive: Antigua Way to Ashford Lane ...................................................... K-3 Preliminary Conceptual Roadway Detail Santiago Drive: Estelle Lane to Hampshire Lane....................................................K-4 Preliminary Conceptual Roadway Detail Santiago Drive: Hampshire Lane to Antigua Way.................................................K-5 Preliminary Conceptual Roadway Detail Santiago Drive: Nottingham Road to Pescador Drive ............................................ K-6 Preliminary Conceptual Roadway Detail Polaris Drive: Whitecliffs Drive to Morning Star Lane ............................................ K-7 Preliminary Conceptual Roadway Detail Commodore Road: Tradewinds Lane to Mariners Drive........................................K-8 Preliminary Conceptual Roadway Detail Highland Drive: Irvine Avenue to Mariners Drive...................................................K-9 Preliminary Conceptual Roadway Detail Highland Drive: Estelle Lane to Marian Lane ....................................................... K-10 Preliminary Conceptual Roadway Detail Mariners Drive: Dover Drive to Deborah Lane ..................................................... K-1 1 Preliminary Conceptual Roadway Detail Dover Drive: Nottingham Road to Norfolk Lane .................................................. K-12 Speed Cushion Detail 40 -Foot Wide Street............................................................................................ L-1 Speed Cushion Detail 32 -Foot Wide Street............................................................................................ L-2 14-17 List of Attachments (continued) Tables Collision Rates Thursday, February 7, 2019................................................................................ 1-A Collision Rates Saturday, March 9, 2019.....................................................................................1-B Speed Survey Summary Thursday, February 7, 2019................................................................................ 2-A Speed Survey Summary Saturday, March 9, 2019.....................................................................................2-B Newport Aquatic Center (NAC) Trip Contribution Summary Thursday, February 7, 2019................................................................................ 3-A Newport Aquatic Center (NAC) Trip Contribution Summary Saturday, March 9, 2019.....................................................................................3-B Cut -Through Summary Thursday, February 7, 2019................................................................................ 4-A Cut -Through Summary Saturday, March 9, 2019.....................................................................................4-B Council Policy L-26 Level 2 Tools Criteria................................................................. 5 14-18 List of Attachments (continued) Appendices CouncilPolicy L-26.................................................................................................A 1st Community Meeting Presentation................................................................... B-1 2nd Community Meeting Presentation.................................................................. B-2 3rd Community Meeting Presentation...................................................................B-3 ResidentEmails......................................................................................................0 CollisionData.........................................................................................................D Average Daily Traffic and Speed Data Thursday, February 7, 2019................................................................................. E-1 Average Daily Traffic and Speed Data Saturday, March 9, 2019..................................................................................... E-2 14-19 1.0 Executive Summary 1.1 Summary of Findings In response to concerns raised by residents in the Newport Beach communities of Mariners and Dover Shores, RK Engineering Group, Inc. (RK) was retained by the City of Newport Beach to perform an analysis of existing traffic conditions to determine whether the concerns potentially support the implementation of conceptual traffic calming improvements. All data collection, analysis and proposed conceptual improvements were guided by City Council Policy L-26, which includes a definitive set of parameters (approved by the City Council) for evaluating neighborhood traffic and the feasibility of measures to address traffic calming. "Traffic Calming" is an area of neighborhood traffic engineering that is focused primarily on operational aspects and secondarily on design. That is, driver awareness and behavior are of prime importance, with the goal being to reduce speeds and decrease the potential of all types of traffic collisions within a given residence district. Representatives of the City of Newport Beach and RK organized a total of three (3) "Town Hall" style meetings with residents of Mariners and Dover Shores neighborhoods in order to collect resident feedback, share traffic data results, and ultimately present conceptual traffic calming improvements. Data collection performed by RK and its consultants was gathered to ascertain resident feedback, average daily traffic (ADT), cut -through traffic, vehicle speeds, and the nature and extent of traffic collisions. It was observed that the neighborhood concerns about vehicular speeds were reasonable in justifying a consideration of physical improvements aimed at reducing vehicle speeds in several segments of the two neighborhoods. 1.2 Conceptual Improvements After detailed analysis and a series of discussions with City of Newport Beach Traffic Engineering staff, a list encompassing three types of conceptual improvements was agreed upon: (1) speed cushions, (2) white edge line striping, and (3) white "bulb - out" striping at intersections. Speed cushions were suggested for seventeen (17) approximate locations along street segments where vehicle speeds were observed to be above average and where the criteria of Council Policy L-26 were met. White edge line striping was recommended on seven (7) streets. 1 14-20 "Bulb -out" configurations were suggested at the Highland Drive intersections with Estelle Lane, Marian Lane, Nottingham Road, Cambridge Lane, and Oxford Lane. In accordance with Council Policy L-26, implementation of any conceptual improvement must take into consideration input and approval from affected residents. 2.0 Mariners and Dover Shores Neighborhoods The Mariners and Dover Shores residential neighborhoods consist of approximately 490 acres and approximately 3,932 residents. The project is bound by Irvine Avenue and Dover Drive to the west, Upper Newport Bay Nature Preserve and Ecological Reserve (Back Bay) to the north and east, and Blue Gum Lane, Grove Lane and Polaris Drive to the south. The residential area also includes parks, public beaches, and the Newport Aquatic Center. The Study Area is identified in Exhibit A. 3.0 Purpose of Report and Study Objectives The objective of this study is to quantify and address the nature of concerns expressed by residents of Mariners and Dover Shores communities to City of Newport Beach Traffic Engineering staff. In general, these concerns relate to "quality of life" issues that are closely tied to traffic speeds and safety issues. RK has been retained by the City of Newport Beach to perform comprehensive traffic collection over a study area encompassing the entire communities of Mariners and Dover Shores. For both the study of ambient traffic conditions and the potential application of traffic calming features in order to address concerns, RK adhered to guidelines set forth in a City of Newport Beach Document identified as Council Policy L-26 (2018, 08/14). This document, reviewed by City Council, is comprehensive in setting parameters for the purposes of assessing where local streets should be considered for treatment, and also the types of treatment which can be applied to specific streets. Throughout this study, reference to a "residential" or "local" street adheres to the definition of a "residence district" street, as set forth in the California Vehicle Code (§515). It should be noted that the City of Newport Beach has augmented by including parameters of speed limit posting 25 mph or 30 mph and maximum curb - to -curb width of 44 feet. RK acknowledges the amount of analysis and policy discussion that took place between engineering staff and elected officials to have Council Policy L-26 approved, and is supportive of the parameters therein. 2 14-21 Exhibit A Study Area s an�'a d'o a e ly. a `�d^d ane ,e rote m w v m el oc < �0 re Q 6 a� wocy rote (. dyc^ m e O/a esrROaa �troa �ro� y �0�� Jt^e ec�roQ�c dyR0 �ro otA/dceX/- (Z' ec ro e �e 9t6 doP �`• Sao S\c� r h Ger ��^ee iyo• \ee�` \ a e StaCC�g t ' . a o "c Z -P eco Newport Beach mane �° �° 0 y� Fire Dept. Mariners V,�`an bane / Library r�ners pave �r6 Mariners r1a Jt5 Park a er Mariners w ElementaryOe O Estelle Dane = ° Schoolens r- C7 a o 2. w o m rope p a a S k m =n X 3 h Harrow a m m m D Place Laorisne m m' m Kent Lane yah L° Oma: er Westcliff Q -m L0 Plaza °roa Qe Eton Place Nottingham Marian Lane A Q C`� Road QJ 6t, y o^n�ya// ano�a'e Ca/nbrid e ge 4ahe 'I an0 �ro ' 0 roC `e ro� Ca °/k e SI(X. �.CaO ,e ne �yye V p^. o c, i. ,�a, �v, ae, � � Newport Qo me roma v je, Aquatic Center/ O iy� Oi e s Drive North Star Beach BjGP kP +moo^ 1 e a° OS sr°/ f p o�dne �'oF ey�ro M°4 Q ro s to^! Legend: c^°1.0FIk d'e ening r =Study Area \Ne5t\N'v\d a„ / Ot��e `ane = Traffic Signal Qo�rot�S Morning Star Lane / V 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-22 4.0 Role of Council Policy L-26 for this Study The City of Newport Beach, in its Council Policy L-26, has created well-defined guidelines for the type and extent of data to collect in order to determine both the nature of neighborhood traffic characteristics, and the justification for applying potential traffic calming measures in any residential community. RK has maintained adherence of the definitions and criteria, as explained in Council Policy L-26, in conducting the elements of data gathering and evaluating various types of "tools" that can be used in bringing about traffic calming in the Dover Shores and Mariners neighborhoods. Definitions and criteria are explained on pages 2 and 3 of the policy. The City of Newport Beach Council Policy L-26 is included in Appendix A. 5.0 First of Three Neighborhood Meetings, November 29, 2018 As mentioned in Council Policy L-26, neighborhood meetings are included in the list of items comprising Level 1 tools. The first meeting took place at City Hall on November 29, 2018, and was attended by eleven (1 1) residents from Dover Shores and Mariners, in addition to staff from RK, Newport Beach Traffic Engineering and Newport Beach Police Department. The PowerPoint presentation by RK for this neighborhood meeting is included in Appendix B-1. The initial meeting objectives were to define the study area, indicate the nature of data that would be gathered to assess neighborhood traffic characteristics, and to define the goals of traffic management policy. RK staff made an in-depth presentation based on a field review of the two neighborhoods, and listed the following as being specific categories in which data would be collected: (1) speed, (2) traffic volumes, (3) traffic collision history, and (4) cut -through traffic. Newport Beach Traffic Engineering staff provided information pertaining to aspects of Council Policy L-26 and assured attendees that the City would be an active overseer of the study and review process. Apart from the introductory nature of the neighborhood meeting, the most important objective was to take comments and questions from the audience regarding the nature and location of traffic concerns. Exhibits A and B, which were introduced at the meeting, present the study boundaries (all of the Dover Shores and Mariners neighborhoods), and type and location of traffic control (signing and striping) within the study area. 3 14-23 All of the residents' comments were recorded and input into a database for the purposes of determining the type, location and timeframe for all data to be gathered within the Dover Shores and Mariners residential communities. Further, the comments were documented for the purposes of presentation at the second neighborhood meeting (description on the following page) and in this report. It should be noted that comments were verbally received from residents and via email correspondence. Areas of Resident Traffic Concern, depicted in terms of percentage of responses and their corresponding locations, are presented in Exhibit C. A list of redacted emailed comments from residents can be found in Appendix C. 6.0 Data Collection To determine the existing conditions for various traffic characteristics that comprise our evaluation, RK collected data at locations obtained from community input (during the first community meeting) and from City staff recommendations (largely from comments received after the meeting). All data collection was completed in accordance with standard engineering practice (school was in session, non -holiday, dry roadway conditions, good weather, and unimpeded traffic flow). • Average daily traffic: data was gathered for a typical Thursday and a typical Saturday using count hoses that registered every vehicle driving through key segments of the neighborhood. • Vehicle speed data: again, count hoses were used to gather vehicular speeds. Data was gathered for a 24-hour period — Thursday and Saturday — along numerous street segments based on input from local residents and City staff. • Traffic collision data: RK obtained all data from the Newport Beach Police Department and the Statewide Integrated Traffic Records System (SWITRS), which maintains records of every collision in California for which a police report was filed. • Newport Aquatic Center traffic: traffic volumes were recorded during peak hours on a Thursday and Saturday, and neighborhood access/egress points were obtained via license plate surveys. • Cut -through traffic: the number and driving route for vehicles cutting through the Dover Shores and Mariners neighborhoods was obtained by way of recording license plate numbers (last four characters only) at various intersections bordering the two communities and tracking the entrance/egress points for license plate matches within a time frame of three (3) minutes or less. Although the exact driving route was not tracked, the more important 4 14-24 Roadway Widths Santiago Drive 40' Polaris Drive 40' Galaxy Drive south of Mariners Drive 40' Galaxy Drive north of Mariners Drive 36' Leeward Lane 36' Windward Lane 36' Holiday Road 40' Antigua Way 36' Dover Drive 32' Highland Drive 40' Mariners Drive 40' Tradewinds Lane 40' Westcliff Drive 36' Nottingham Road 40' Commodore Road 40' Exhibit B Existing Conditions s d �O • �^d o S P d7 p� d^a e �e vroc m m el °C w �0 re a 6 cam w°cy ro�� dyc^esu roae�� yO�ady �o m ROaaRod 1p�d c e ■ / • ro� roc � t o/dce ca(Z' S �ro 46163 C • �ro vro S\`� n h G�f o m Z y d co d� 3 0. a o v� ■ d� 01 Newport Beach mane �° �° ° ■ y� Fire Dept. Mariners Vw`an ane • ® �• ive ■ `S S 1(9 Library Mariners Aafl ers pr S • Jre Park • • ® • A Mariners S �n Elementary School o O��e 0 Este ft bane • = e; Oo r 0 rot e O » W O 0 w o w ■ v X 3 0 h Harrowr m m Doris � Place Lane m m' o m • G` �m Kent/Y. • • • tid�p N L° S Westcliff Qm ao Plaza roa Qo Eton place • Marian Lane ■ a.'� 0 CCOo"be^/dno� C �O�inghdh • • • et'a� �d//� Cdne a�br�dge • •® d% 0 `ane °da • kPes Q,in, rroF �dn %F } • • T.�.�4° �e e �yy°' v S 10 �. Oio ■. Newport o O o roc o 0 Aquatic Center / Q° North Star Beach Legend: B/ GL°src/ O+/ X40 roi'ro o�j tea, • tea, oP C4 Vf'�p^/ °^a of °ro Oi • �h%re _ I = Study Area ni L0 �djeQp° Q ro • = Stop Sign oe ® ®• • roc • = Yield Sign • • • �lyd^ = Speed Limit Sign (25 mph) = No Centerline Striping e�d''e • • �a1 FI"en�ng e = Caltrans Detail 2 Centerline Striping `S �ItlescN`rd fid„ = Caltrans Detail 22 Centerline Striping ` • <°'no = Caltrans Detail 23 Centerline Striping ® • AW =Speed Bump s = Traffic Signal ` Morning Star Lane O = All -Way Stop V 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-25 Sight Distance 6% Misc 7% Accidents 7% High Traffic Volume 8%,,' Traffic Control I OA Bicycle I I% Based on 71 Responses Exhibit C Areas of Traffic Concern s 32Q/Q Vehicle Speeds A/1 a e kp. a `�d^d 8% Cut -Through Traffic Cage �� roce m w v m e� °c < �0 r� Q 4da� w°rocs yc^ e�S �Jw m esrR0 �troa �yo/- 110�`Jt^e e``roQ�� dyR°aa �ro ell- A/dce -�d ro / 9t6J doe \ate S\`� e t GNr stv O o� w 33 o v O 06°� s �c� 06 a w 0 Newport Beach mane Fire Dept. Mariners VN�an Lane /6r Library r�ners pave Mariners �Jr, Park s a er Mariners s w Elementary O��e O Estelle DaneSchool = ° ens < r C7 a °w °S m aye a a I k Doris = n X 3 h Harrow =r,a r- w m m m Place Lane m m' m /fir aJ, Kent/Y. yd�i er Westcliff O (D a° Plaza oroa Q°F Eton Place Harlan bane J�roca� 9i/ey C•CG�be^/ao �o��n8ha'h Ca0'7b e er�yg'P Mahe °aa kP ro� Ca 0 e s"CIZ. ,e ne �yye v ac, �q,�� � Oi o Newport Qo m° roma v 'Q, Aquatic Center / Oiy� Oi e s Drive North Star Beach � B/GP ° Concerns: Q ro = Collision r ra^! • = C^o� Speed c'� FIl arc' aye �a'1 ening s t /= Cut Through Legend: `lJese d� = Traffic Control I _ = Study Area Q0\rot�s = High Traffic Volume � =Traffic Signal Morning Star Lane / =Sight Distance / = Bicycle 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-26 information — where drivers entered and exited the communities — was determined to a high level of certainty. 7.0 Second of Three Neighborhood Meetings, May 2, 2019 The second neighborhood meeting was held at the Mariners Branch Library on May 2, 2019. This meeting was very proactive, with a turnout of twenty-four (24) residents from Dover Shores and Mariners joining staff from RK and the City of Newport Beach. In accordance with the main topics of discussion from the November meeting, detailed data were presented for each of the following: (1) community feedback characterizing the nature of traffic concerns, (2) Primary Collision Factors (PCF) for ten years of traffic collision data in the two neighborhoods, (3) 24-hour speed surveys, (4) peak hour traffic associated with the Newport Aquatic Center, and (5) peak hour cut -through traffic. The PowerPoint presentation by RK for this neighborhood meeting is included in Appendix B-2. Below is a summary of each of the above topics: 7.1 Community Feedback As tabulated from comments at the first neighborhood meeting and subsequent comments received by RK and City of Newport Beach staff, residents expressed concerns about a variety of traffic conditions. These provided good guidance to RK and its field technicians in terms of the locations and duration of data collection. The top five (out of eight) concerns expressed as a percentage of the total number of submitted comments — are as follows: • Vehicle speeds = 32% • Cut -through traffic = 18% • Bicycle -related = 1 I% • Traffic control = 10% • High traffic volume = 8% • Accidents = 7% • Misc = 7% • Sight Distance = 6% The aforementioned Exhibit C, which documents areas of traffic concern expressed by residents, was presented at this meeting. 5 14-27 7.2 Traffic Collision Report Data Professional traffic engineers look closely at traffic collision (TC) reports to ascertain whether or not there are patterns in the location and/or type of TC. All traffic collision reports submitted by Newport Beach Police officers indicate a primary collision factor (PCF) which is deemed by the investigating officer as the main cause for a given traffic collision. Documentation of the location and pattern (if any) of PCFs is of great help in determining whether (or not) and where to implement certain types of traffic calming. After surveying data for the past ten years, six (6) different PCFs were found to be associated with traffic collisions in the Dover Shores and Mariners neighborhoods. As depicted in Exhibit D, each of fifty-five (55) TCs is pinpointed on the neighborhood street map, with a breakdown by type — shown as a percentage of the total number of traffic collision reports — presented in the legend. The breakdown is as follows: • Unsafe speeds = 32%; aside from driving in excess of the speed limit, this could also refer to a speed deemed "unsafe for the conditions," which could include inclement weather, impaired visibility (e.g., fog) or roadwork. • Unsafe turning = 29%; examples of this PCF include making a turn from an improper lane and turning without the appropriate signal. • DUI = 20%; most commonly, this involves the use of alcohol or illegal narcotics, but could also include overuse of prescription drugs. • Unsafe backing = 11 %; the most common instance of this PCF involves backing into traffic from driveways. • Failure to yield = 5%; examples of this include forcing one's way into traffic at YIELD or STOP signs, or from a driveway/cross-street. • Unsafe passing = 4%; this PCF arises when any vehicle passing another vehicle does so in a way that creates a potentially hazardous situation to him/herself or to another driver or bicyclist. Collision data is included in Appendix D, with collision rates for Thursday and Saturday conditions are summarized in Tables 1-A and 1-B, respectively. 7.3 Traffic Count Data Collection Locations Exhibit E presents the locations for three (3) types of traffic data that are both responsive to the concerns expressed by residents and pertinent to the determination of where Council Policy L-26 tools might need to be considered. The 6 14-28 Failure to Yield 5% Unsafe Backing I 10/0 DUI 2O% 4% Unsafe Passing Exhibit D Traffic Collision Reports (05/2008 - 08/2018) s d'a 3 1 % Unsafe Speed Al 29% Unsafe Turning Primary Collision Factors (based on 55 reports) edI, c~0 s�R oa a A- Collision Factor: = = Unsafe Turning \ = DUI Legend: = Unsafe Backing I _ = Study Area • = Unsafe Passing = Traffic Signal = Failure to Yield 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 1�-' �a'1 .ening J C\�'Q oda Q Morning Star Lane G) w (D �7L 1 Newport Aquatic Center / North Star Beach Source: Newport Beach Police Department and Statewide Integrated Traffic Records System 14-29 Exhibit E Traffic Data Collection Locations S d'o e S .0^docs ° co^i Le e ly. a `�d^d ,e ce roce m w a oc (D edy �troa Jew°cvc (. C^e s �0�� Jt^e ec�aQ�c dyR°aa �ro hp� \mac ro� a/ �°o Croce �4E Linda o/d Lane �f eyw ro 9t6S .\ro Sao S�`� e t Ger ^e pyo \e e.ar SCaCC�gh O. t06 0 �o o c •,, o� o o. w Newport Beach mane 70 0 o Fire Dept. Mariners VN�an Lane / Library prive �r6 Mariners Manners Jr, Park e aZ er MarinersElemeo School e tSO��O Estelle bane s r- mO at\�e �^ ace p o a' all Harrowr m m (D DorisPi Place Lane m m' c m Kent Lane yds �S�^e L° � Oma: er Westcliff Q -m L0 Plaza roa Q° Eton Place Mar/an 0 Q��ro°ate �//ey C°Co�be^/aa c �o��n8ha'h atnbr�yge 'P Oahe okP °da d/2e �ro 4 0 roc � o v ro 0st°/fes �`c ,e ne k �yye ve ai of r i` Newport jq, ° Aquatic Center/ O iyw Oi rocro°0 ro North Star Beach O e/GP C4 kPesrCG�+�°^°�a s Legend: doe^ire e I _ = Study Area �Sr a^� = Traffic Signal C^OL0FIken� oe �a� ng s = Origin/Destination Location (License Plate Survey) \Neslnd = Average Daily Traffic (ADT) Count Location Q°\a�\s0 ® = Combined Speed Survey and ADT Count Location Morning Star Lane s 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-30 TABLE 1-A 10 -Year Collision Rates Thursday ADT Roadway Segment Number of Collisions Number of Months Link Length (Miles) ADT Collision Rate z Tradewinds Lane 1. Windward Lane to Shipway Lane 1 123 0.19 714 3.28 Santiago Drive 2. Irvine Avenue to Holiday Road 3 123 0.41 2,079 1.15 3. Holiday Road to Hampshire Lane 3 123 0.41 1,437 1.67 4 Nottingham Road to Pescador Drive 2 123 0.18 978 5.26 Mariners Drive 5. Dover Drive to Highland Drive 2 123 0.16 3,083 2.06 6. Highland Drive to Galaxy Drive 4 123 0.17 1,573 7.23 Dover Drive 7. Mariners Drive to Westcliff Drive 2 123 0.34 1,352 1.50 Highland Drive 8. Estelle Lane to Oxford Lane 4 123 0.46 1,157 2.41 Galaxy Drive 9. Mariners Drive to Polaris Drive 5 123 0.52 387 7.78 Westcliff Drive 10. Dover Drive to Santiago Drive 2 123 0.17 3,454 1.65 Polaris Drive 11 . Galaxy Drive to Morning Star Lane 4 123 0.28 1,076 4.87 1 ADT = Average Daily Traffic Z Collisions per million vehicle miles traveled. Does not include collisions within 250 feet of intersections. jArktab les\RK 15509TB. xls IN: 0559-2018-01 14-31 TABLE 1-B 10 -Year Collision Rates Saturday ADT Roadway Segment Number of Collisions Number of Months Link Length (Miles) ADT Z Collision Rate Tradewinds Lane 1. Windward Lane to Shipway Lane 1 123 0.19 683 3.43 Santiago Drive 2. Irvine Avenue to Holiday Road 3 123 0.41 1,596 1.50 3. Holiday Road to Hampshire Lane 3 123 0.41 1,226 1.96 4 Nottingham Road to Pescador Drive 2 123 0.18 753 6.83 Mariners Drive 5. Dover Drive to Highland Drive 2 123 0.16 2,707 2.35 6. Highland Drive to Galaxy Drive 4 123 0.17 1,307 8.70 Dover Drive 7. Mariners Drive to Westcliff Drive 2 123 0.34 1,204 1.68 Highland Drive 8. Estelle Lane to Oxford Lane 4 123 0.46 893 3.12 Galaxy Drive 9. Mariners Drive to Polaris Drive 5 123 0.52 381 7.90 Westcliff Drive 10. Dover Drive to Santiago Drive 2 123 0.17 3,013 1.89 Polaris Drive 11 . Galaxy Drive to Morning Star Lane 4 123 0.28 988 5.30 ADT = Average Daily Traffic z Collisions per million vehicle miles traveled. Does not include collisions within 250 feet of intersections. jArktables\RK 15509TB.xls 1N: 0559-2018-01 14-32 three (3) categories of data collection are identified in the exhibit: (1) average daily traffic (ADT) counts; (2) origin/destination counts, to assess whether or not cut - through trips are present; and (3) vehicle speed data collection, which augmented the ADT counts in most locations. 7.4 Average Daily Traffic Average daily traffic (ADT) volume is not directly related to issues of traffic safety, per se; however, acquiring these values throughout the neighborhood provides engineering professionals with a baseline indication of which streets are favored (or not) routes within a given neighborhood. As seen in Exhibit F, ADT volumes range from a few hundred to roughly 3,900 vehicles per day on the streets where counts were collected. In general, street segments closest to Irvine Avenue and Dover Drive had the highest volumes. Deeper into the communities, Santiago Drive, Mariners Drive and Westcliff Drive had the highest volumes, which was expected due to their more continuous nature (multiple segments) and service to more confined residential street groupings. 7.5 24 -Hour Speed Surveys In the vast majority of cases, speed data in residence districts reveals an 85th percentile speed between 27 mph and 33 mph. The 85th percentile speed, most commonly used to determine appropriate speed limit postings, is the speed at, or below which, 85% of the sample vehicles are traveling. The use of this value, an industry standard for decades, is deemed to "conform with the consensus of those who drive highways as to what speed is reasonable and prudent..." (Caltrans Traffic Manual). Speed surveys for a 24-hour period were collected on a typical Thursday and a typical Saturday, with the results depicted in Exhibits G-1 and G-2, respectively. Additionally, Tables 2-A and 2-B show a detailed summary of the speed surveys for Thursday and Saturday conditions, respectively. Based on the Council Policy L-26, any tabulation of 85th percentile speeds equal or greater than 32 mph would be reviewed in more detail, and this was identified at several locations within the Dover Shores and Mariners communities. Based on the results of the speed data, this data is consistent with the residents who expressed concern over traffic speeds in certain areas of the Dover Shores and Mariners communities. These locations received priority during the formulation of conceptual improvements for traffic calming applications, in accordance with Council Policy L-26. 7 14-33 Exhibit F 24 -Hour Average Daily Traffic (ADT) Thursday, February 7, 2019 and sant, Saturday, March 9, 2019 a� 0 3,936 3,072 818 s 672 "ell 0C' . �^a � 'V0o'soo d� 714 �c a^off 476 G) 683 ay a°a 385 837 aes Dov 2,079 m 687 �° cy° 1,596 Iwo roc 1,230 ,209 Bayo^esu ��� y0 . �^ �Oth rt^ �ji�Q ,P°aa a 2,202 1,844 � y`gha aye . a/o /,�a roca 815 Li a ne 645 c� ��c� 866 S�I�at 523 715 t Ger 456 1,672 �S�^e'er O'er 6 I ,525 o w a o o � `cQ Newport Beach �e\a 1,573 e Fire Dept. 2,377 1,307 Mariners 3,083 2,086 / Library Mariners er5 ar�n 163Jt^ Park 2,707 M pave e v et Mariners I o Elementary O�`�e p Este\\elane 1,437 School t�°etS 1,226 fDc a � 2. 1,157 2 1 T y Harrow a v r d Doris Ln. � 893 4 Place m r C m 00d ro Kent o' Z Z. LaneS- a aih0O t, > o o ? .. eet Westcliff Q F 366 M ° a ,`o Plaza roa 20 1,352 Eton P/, NOr 327 ar'anLane ate° 1,204 387 �J\roc 9a//ey C`°^' co,,b o�ha� 381 �,P lae a'hbh oao 1,565 No^fob mak` C. este/• 1,459 p 978 ^'°e Qoo� 836 m.1 753 1,027 Newport 3 Aquatic Center/ ,454 681 0 �� 947 North Star Beach 3,013 est a 119 Legend: G4,h O^;�e O d o I _ = Study Area late 2,258 la'e ro�ro� �Jt a^ = Traffic Signal 1,954 1,076 G 988 e�%n = Average Daily Traffic (ADT) Count Location ',N^o�eCa `'e estN�a� 3,936 _ Thursday ADT 3,072 Saturday ADT Q°�a Morning Star Lane ff NOTE: v - Data obtained during typical conditions with dry roadways. - Average Daily Traffic Counts at each location were collected 0 500 1,000 in both directions. I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-34 Exhibit G- I 24 -Hour Speed Surveys Thursday, February 7, 2019 s dnr'd go s c�scOO g°O^'� ^i 0 a 31 mph 21-30 mph o.roc \ 33 mph A 32 mph b�� �0 �� 26-35 mph 21-30 mph �jro cwwo vroc aJ Orh�r^ ase i�Q`� dy�od Qac• ec'r 33 mph < Ire, co ro 1Z 26-35 mph aLind / yah/d �dJ-Cd�e �`'b` h•�-\ro �� c w 'o/d La ea ce ee e doP Oro �-i 31 mphS\�\a<\` 32 mph 21-30 mph G\r s t 26-35 mph to �� 37 mph m y 6 26-35 mph �`� '• O,. 1 010 A $ •�\a did �� `�'P "� � � Newport Beach \mare °0 70 33 mph o Fire Dept. 35 mph 26-35 mph Mariners 26-35 mph / Library DrNe 9 Mariners Manners Park eo m r Mariners o ElementaryOe Estee `ane 33 mph p School t�retS 26-35 mph m� �`a roe o 37 mph T r � I vm S 26-35 mph Harrow Doris W X, 10- Place Lane m m C w ro Kent /�4$ � Lane Sr Qor Westcliff Q F 34 mph M ° " a �0 Plaza rob 201 34 mph E`°^Pi. a"tan Lane ° 26-35 mph (D 28 mph a�7 b 26-35 mph ^'°r �J\roc Spey �,^ c�"b Ca " r'ngha'n 21-30 mph o e 6ca�age Lane SPO o 38 h mp GLQStc/ �� <ane /k �yy q, 33 mph 31-40 mph e o Newport 0 °,t 26-35 mph roc Aquatic Center/ pro° �ro°0 North Star Beach O �q, tiro O c �f'�O aid mom` c °`c B �ro �h're /p ^j 4e w 2y C/jf Legend: eco `° �'.Qo a`• Q S 30 mph s� I _ =Study Area e 21-30 mph 34 mph d^`dne = Traffic Signal ` C 26-35 mph 6�P ^ °�e Speed Survey Locationld'e �estNV% mph = Miles Per Hour `SOt Qo 35 mph 85th %Speed ` Morning Star Lane 26-35 mph 10 -mph Pace Speed V 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA NOTE: - Data obtained during typical conditions with dry roadways. - All roadways included in the study area are residential roadways with a posted speed limit of 25 mph. - The 10 -mph pace speed is the range of speed at which the majority of vehicles are traveling. 14-35 Exhibit G-2 24 -Hour Speed Surveys Saturday, March 9, 2019 s dnr�d go s c�scOO g°O^'� ^i 0 a 31 mph 21-30 mph o.roc \ 33 mph A 32 mph b��°� °� 26-35 mph 2 I -30 mph �jro cwwo vroc aJ y Po se 0. rom Orh�r^ as i�Q`� dy�od Qac• ec'r 33 mph �e< �ro� ce ° ��• ro ° 26-35 mph aLind / yah/d �dJ-Cd�e �`'b` h•�-\ro �� c w 'o/d La ea ^i� �Oao�'�o cagy ce ee e doP Oro �-i 31 mph a<\` 32 mph 21-30 mph G\r s t 26-35 mph to �� 34 mph 5 C g G/ m y 6 26-35 mph �`� ,1- O,. A $ •�\a did �� `�'P "� � � Newport Beach \mare 15 70 33 mph o Fire Dept. 34 mph 26-35 mph Mariners 26-35 mph / Library DrNe 9 Mariners Manners 1-3 Park eo m r Mariners o ElementaryOe Estee `ane 34 mph p School t�retS 26-35 mph m� �`a roe o 34 mph T r � I vm S 26-35 mph Harrow IDW Or' s Place Lm m C w ro Kent Lane Qor Westcliff Q F 33 mph M D (D a Plaza rob 201 33 mph E`°^Pi. a"tan Lane Z 26-35 mph (D 28 mph a�7 b 26-35 mph dor Ca " r//? 21-30 mph 0 /nb / age Lane SPO e � �O^'rok kk-- / �� <ane /k �yy 38 mph 33 mph 31-40 mph e o � Newport 0 °,t 26-35 mph roc °O` Aquatic Center/ pro° �ro°0 North Star Beach kP O �� 5° O c B /p ^j 4e .Qo wi � 2y C/jrf Legend: eco `� �'a`• Q S 30 mph s� I _ =Study Area e 21-30 mph 32 mph d^`dne = Traffic Signal ` C ^ 26-35 mph 6�0 0�P °�e Speed Survey Location ld'e �eStNina �d^ / mph = Miles Per Hour `SOt Qo 35 mph 85th %Speed ` Morning Star Lane 26-35 mph 10 -mph Pace Speed V 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA NOTE: - Data obtained during typical conditions with dry roadways. - All roadways included in the study area are residential roadways with a posted speed limit of 25 mph. - The 10 -mph pace speed is the range of speed at which the majority of vehicles are traveling. 14-36 TABLE 2-A Speed Survey Summary Thursday, February 7, 2019 Location Number Roadway Segment ADT' 85th % Speed (mph) 10 mph Pace Speed Speed GroupsZ 0-25 mph 26-40 mph 41-55 mph 56+ mph 1 Tradewinds Ln. e/o Shipway Ln. 714 32 21-30 290 41% 420 59% 4 1% 0 0% 2 Santiago Dr. n/o Holiday Rd. 2,079 33 26-35 416 20% 1,655 80% 8 0% 0 0% 3 Galaxy Dr. n/o Holiday Rd. 476 31 21-30 197 41% 279 59% 0 0% 0 0% 4 Commodore Rd. s/o Tradewinds Ln. 837 33 26-35 264 32% 566 68% 7 1% 0 0% 5 Highland Dr. n/o Mariners Dr. 1,672 37 26-35 199 12% 1,409 84% 63 4% 1 0% 6 Commodore Rd. n/o Mariners Dr. 866 31 21-30 294 34% 572 66% 0 0% 0 0% 7 Galaxy Dr. n/o Mariners Dr. 523 32 26-35 195 37% 328 63% 0 0% 0 0% 8 Mariners Dr. w/o Highland Dr. 2,377 35 26-35 335 14% 1,985 84% 57 2% 0 0% 9 Mariners Dr. w/o Santiago Dr. 1,573 33 26-35 310 20% 1,257 80% 6 0% 0 0% 10 Highland Dr. s/o Estelle Ln. 1,157 37 26-35 185 16% 902 78% 68 6% 2 0% 11 Santiago Dr. s/o Estelle Ln. 1,437 33 26-35 294 20% 1,126 78% 17 1% 0 0% 12 Dover Dr. s/o Nottingham Rd. 1,352 34 26-35 244 18% 1,095 81% 13 1% 0 0% 13 Nottingham Rd. e/o Warwick Ln. 366 34 26-35 95 26% 264 72% 7 2% 0 0% 14 Galaxy Dr. e/o Polaris Dr. 387 28 21-30 259 67% 128 33% 0 0% 0 0% 15 Highland Dr. s/o Cambridge Ln. 836 33 26-35 242 29% 583 70% 10 1% 1 0% 16 Santiago Dr. s/o Nottingham Rd. 978 38 31-40 147 15% 766 78% 65 7% 0 0% 17 Westcliff Dr. e/o Highland Dr. 2,258 30 21-30 770 34% 1,485 66% 3 0% 0 0% 18 Polaris Dr. s/o Evening Star Ln. 1,076 34 26-35 252 23% 809 75% 15 1% 0 0% ADT = Average Dally Traffic % = Percentage of Total ADT jArktables\RK 15509Te.xls IN: 0559-2018-01 14-37 TABLE 2-B Speed Survey Summary Saturday, March 9, 2019 Location Number Roadway Segment 1 ADT 85th % Speed Seed (mph) 10 mph Pace Speed p Speed GroupsZ 0-25 mph 26-40 mph 41-55 mph 56+ mph 1 Tradewinds Ln. e/o Shipway Ln. 683 32 21-30 254 37% 424 62% 5 1% 0 0% 2 Santiago Dr. n/o Holiday Rd. 1,596 33 26-35 337 21% 1,248 78% 10 1% 1 0% 3 Galaxy Dr. n/o Holiday Rd. 385 31 21-30 167 43% 218 57% 0 0% 0 0% 4 Commodore Rd. s/o Tradewinds Ln. 687 33 26-35 210 31% 470 68% 7 1% 0 0% 5 Highland Dr. n/o Mariners Dr. 1,525 34 26-35 403 26% 1,102 72% 20 1% 0 0% 6 Commodore Rd. n/o Mariners Dr. 715 31 21-30 217 30% 498 70% 0 0% 0 0% 7 Galaxy Dr. n/o Mariners Dr. 456 32 26-35 180 39% 273 60% 3 1% 0 0% 8 Mariners Dr. w/o Highland Dr. 2,086 34 26-35 400 19% 1,646 79% 39 2% 1 0% 9 Mariners Dr. w/o Santiago Dr. 1,307 33 26-35 276 21% 1,018 78% 13 1% 0 0% 10 Highland Dr. s/o Estelle Ln. 893 34 26-35 206 23% 670 75% 17 2% 0 0% 11 Santiago Dr. s/o Estelle Ln. 1,226 34 26-35 266 22% 927 76% 33 3% 0 0% 12 Dover Dr. s/o Nottingham Rd. 1,204 33 26-35 293 24% 901 75% 10 1% 0 0% 13 Nottingham Rd. e/o Warwick Ln. 327 33 26-35 128 39% 198 61% 1 0% 0 0% 14 Galaxy Dr. e/o Polaris Dr. 381 28 21-30 242 64% 139 36% 0 0% 0 0% 15 Highland Dr. s/o Cambridge Ln. 681 33 26-35 191 28% 485 71% 5 1% 0 0% 16 Santiago Dr. s/o Nottingham Rd. 753 38 31-40 91 12% 610 81% 52 7% 0 0% 17 Westcliff Dr. e/o Highland Dr. 1,954 30 21-30 679 35% 1,273 65% 2 0% 0 0% 18 Polaris Dr. s/o Evening Star Ln. 988 32 26-35 307 31% 678 69% 3 0% 0 0% ADT = Average Dally Traffic % = Percentage of Total ADT jArktables\RK 15509Te.xls IN: 0559-2018-01 14-38 Comprehensive data pertaining to ADT and speed surveys can be found in Appendices E-1 (Thursday) and E-2 (Saturday). 7.6 Peak Hour Traffic Associated with the Newport Aquatic Center Traffic associated with the Newport Aquatic Center (NAC) was counted by way of license plate surveys during peak hours in order to ascertain both the overall traffic volume and the route(s) through the communities. Surveys were taken during three (3) time periods, each deemed to be the best combination of the peak times of NAC activity and peak times of ambient neighborhood traffic: 7:00 to 9:00 AM and 4:00 to 6:00 PM on Thursday, February 7, and 6:00 to 9:00 AM on Saturday, March 9. Exhibits H-1 and H-2 show the NAC trip contribution within the Dover Shores and Mariners communities for Thursday and Saturday conditions, respectively. Additionally, Tables 3-A and 3-13 show a detailed summary of the NAC trip contribution for Thursday and Saturday conditions, respectively. In summary, The NAC was associated with an average trip contribution rate of 1 trip (origin or destination) every 11/2 to 2 minutes during Thursday peak hours, and 1 trip every 45 seconds during the Saturday morning peak hour. The two (2) most common places to enter and/or exit the communities were at the intersections of Dover/Westcliff and Irvine/Santiago. It is important to note that any vehicular trips associated with the NAC are viewed as either home/work trips (i.e., for staff) or those generated by the nature of NAC's recreational use, and thus were not categorized as cut -through trips. This is another way of concluding that trips with an origin/destination within the community are, by definition, not cut -through in nature. 7.7 Cut -Through Traffic A cut -through trip is defined as any which does not have neither an origin nor destination within the communities of Dover Shores and Mariners. Observations were made at key intersections bordering the study area using a methodology whereby the last four (4) characters of every license plate were recorded, along with the exact time. The plates were then matched to find the number of vehicles which entered, then exited the study area within a three-minute window (any duration longer than three minutes was not counted as a cut -through because this indicated that there was probably a legitimate stop along the way). It should be noted that the number of cut -through trips was likely to be slightly over -counted due to the possibility of, for example, a delivery by a UPS driver or carpool pickup that was done quickly. Using the same three (3) survey time periods that applied to the study of NAC traffic, it was determined that the volume of cut -through traffic amounted to a very small percentage of overall traffic volume in the communities, and translated to an 8 14-39 Exhibit H- I Newport Aquatic Center (NAC) Trip Contribution Thursday, February 7, 2019 s d°oO rid e 2/8 � Average Trip Contribution Rate: - AM Peak Period: I vehicle / 1.5 minutes S - PM Peak Period: I vehicle / 2 minutes F~dnci dn��dg0 s°oO e a ane ,� cc rocs m w e� a o° (D 5 metro w°c rocs' m ea 0/0 `° 'Poi cr ro� /Y G est /. '0t3 J�F 0/1 oc`roQ�o yR0 e�Ot S � �ro� rocs a 1/0 Linda CIO 0/3 ��dop caoyG N Lane ro o Lo / ro� e �a<� 9t6S \ro �roo S�`� e t Ger StyCC�gh 0� Qt �ro�r\e O o� y O. t06 0 1° 0 c •,, o� o o- w Newport Beach �at`e 70 0 0 Fire Dept. Mariners \1'N.Van Lane / Library DrNe 9 Mariners Manners S�^e Park 2/0 a er Mariners o ElementaryLane 2 O School s 1/0 Estelle , r- roc 5' I a' a S �ro ° � w a < hk Harrow r <' m m D Place Laorisne m (D' m Kent Lane yah � Oma: er Westcliff Plaza roa Q° Eton place Nottingha MarZanLane Road \roc '9i/eJ- O.oF be~/a4 O� Cannbr�dge o bane stc/, ne m s ti c o/ �a �yyqj q, 37/13 �` Oc 4r\p 2 59/19 Newport re m° Z v Aquatic Center/ o w i O North Star Beach / O O h� 1420 a +/°� �� ao� c sic/ % o� �ro hro Legend: %ec ,�f0';� aOe Q�y 17/32 G� e a I _ = Study Area ao =Traffic SignalFIkeni = Newport Aquatic Center (NAC) ant' �est�lnd3� �� • = Origin/Destination o\ro�\s0 Q Morning Star Lane =Direction of Travel of Vehicles 59/19 = Number of Vehicles in AM/PM Peak Period \ NOTE: v - Data obtained during typical conditions with dry roadways. - AM peak period is 7:00 AM to 9:00 AM and PM peak period is 0 500 1,000 4:00 PM to 6:00 PM. I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-40 Exhibit H-2 Newport Aquatic Center (NAC) Trip Contribution Saturday, March 9, 2019 s ^/L e 50 Average Trip Contribution Rate: - AM Peak Period: I vehicle / 45 seconds Al sa ^a'cs �r/ago cOO O^�i. e a �a^a e �e Croce Croce m ay oc �c y biro roc rocc' � m �Jw v (D 6a V �Oaoo^es �ro� // 0. 1p r S day 3 <troQ �Oad e � ro s�q� �S roc`F a/ 1 aye � roc 'o/ Linda 0 Lane ro c �joO^' Oca e �o 9t6 J �� Sao S�`I e t Ger O coo o °c ° s. O o- a 33 Newport Beach Lorre 70 70 COD o Fire Dept. Mariners Lane / Library prive 9 Mariners Manners Jr, Park e 1 m of Mariners o ElementaryLane = p School tS 2 Este��e s r- e ° op_ $ O k r <' m ti Harrow a r ID m h Dr H Place Laneoris m C C N di /ter Kent Lane hJ�^t� 403 O^�G of Westcliff Q -0m 0 Plaza Qa, Eton Puce No tti Maria" oroa p ngha,h R ane a� C" ro� oad C 6e^/ado' �p C ambridge esrc/ aye °y� �o roc¢, �e e CA, v a 51 roc Qc roiy 66 Newport SOAquatic Center/ Qo Q 4y North Star Beach 5 Q O 108 !y O� °sec/fes^aCa°e°� ey`ro roc Legend: 1 69 eco^/�° Q I _ = Study Area ale �sF a^� d� =Traffic Signal C^°� Fkeni e� ro� ng or = Newport Aquatic Center (NAC) aye �eSt`N'nd� a� / O= Origin/Destination Qo�ro<`sO =Direction of Travel of Vehicles Morning Star Lane 66 = Number of Vehicles in AM Peak Period NOTE: v - Data obtained during typical conditions with dry roadways. - AM peak period is 6:00 AM to 9:00 AM. 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-41 TABLE 3-A Newport Aquatic Center (NAC) Trip Contribution Summary Thursday, February 7, 2019 Route Number Origin 9 Destination AM Peak Period (7:00 AM to 9:00 AM) PM Peak Period (4:00 PM to 6:00 PM) Number of Vehicles Leaving NAC Number of Vehicles Reaching Destination Route Percentage Number of Vehicles Leaving NAC Number of Vehicles Reaching Destination Route Percentage From Newport Aquatic Center 1 Newport Aquatic Center Santiago Drive e/o Irvine Avenue 59 19 32% 19 6 32 2 Newport Aquatic Center Baycrest Road e/o Irvine Avenue 0 0% 0 0 3 Newport Aquatic Center Highland Drive e/o Irvine Avenue 1 2% 0 0 4 Newport Aquatic Center Mariners Drive e/o Dover Drive 2 3% 0 0 5 Newport Aquatic Center Dover Drive w/o Westcliff Drive 37 63% 13 68 Route Number Origin Destination AM Peak Period (7:00 AM to 9:00 AM) PM Peak Period (4:00 PM to 6:00 PM) Number of Vehicles Entering Origin Number of Vehicles Reaching NAC Route Percentage Number of Vehicles Entering Origin Number of Vehicles Reaching NAC Route Percentage To Newport Aquatic Center 6 Santiago Drive e/o Irvine Avenue Newport Aquatic Center 2 17 12% 8 32 25 7 Baycrest Road e/o Irvine Avenue Newport Aquatic Center 0 0% 1 3% 8 Highland Drive e/o Irvine Avenue Newport Aquatic Center 0 0% 3 9% 9 Mariners Drive e/o Dover Drive Newport Aquatic Center 1 6% 0 0% 10 Dover Drive w/o Westcliff Drive Newport Aquatic Center 14 82% 20 63 Average Trip Contribution Rate 1 vehicle/ 1.5 minutes 1 vehicle/ 2 minutes l: \rktables\RK15509TB. xls JN: 0559-2078-01 14-42 TABLE 3-B Newport Aquatic Center (NAC) Trip Contribution Summary Saturday, March 9, 2019 Route Number Origin Destination AM Peak Period (6:00 AM to 9:00 AM) Number of Vehicles Leaving NAC Number of Vehicles Reaching Destination Route Percentage From Newport Aquatic Center 1 Newport Aquatic Center Santiago Drive e/o Irvine Avenue 66 13 20% 2 Newport Aquatic Center Baycrest Road e/o Irvine Avenue 0 0% 3 Newport Aquatic Center Highland Drive e/o Irvine Avenue 1 2% 4 Newport Aquatic Center Mariners Drive e/o Dover Drive 1 2% 5 Newport Aquatic Center Dover Drive w/o Westcliff Drive 51 77% Route Number Origin Destination AM Peak Period (6:00 AM to 9:00 AM) Number of Vehicles Entering Origin Number of Vehicles Reaching NAC Route Percentage To Newport Aquatic Center 6 Santiago Drive e/o Irvine Avenue Newport Aquatic Center 50 169 30% 7 Baycrest Road e/o Irvine Avenue Newport Aquatic Center 3 2% 8 Highland Drive e/o Irvine Avenue Newport Aquatic Center 6 4% 9 Mariners Drive e/o Dover Drive Newport Aquatic Center 2 1% 10 Dover Drive w/o Westcliff Drive Newport Aquatic Center 108 64% Average Trip Contribution Rate 1 vehicle/ 45 seconds 1: uktables\RK15509TB.xls IN: 0559-2018-01 14-43 average cut -through rate with a range of between 1 trip every 3 to 4 minutes during the Thursday peak hours throughout the entire community. Exhibit 1-1 shows the exact number of cut -through trips counted during the survey period, as well as the locations. Exhibit 1-2 presents the same data for the Saturday morning peak hour, with the average cut -through rate translating to 1 trip every 18 minutes. Based on the evaluation, RK concludes that cut -through traffic is of a volume so low as not to create a discernable negative impact on the community. Tables 4-A and 4-B show a detailed summary of the cut -through traffic for Thursday and Saturday conditions, respectively. 7.8 Discussion of Navigation Apps The incidence of cut -through traffic is more and more influenced nowadays by the use of navigation apps by motorists. Navigation (or "routing") apps are used by GPS -enabled smartphone owners to ascertain the quickest driving routes between two points. One of the most commonly used is WAZE, originally developed in Israel then bought by Google in 2013. According to the company, its goal is to help drivers "outsmart" traffic by routing them along public roadways with the most efficient traffic flow (i.e., least overall delay). The algorithm WAZE and other apps use for optimizing travel routes is determined by a combination of real-time roadway speeds and driving condition input from nearby users, which augments baseline data consisting of roadway classification, traffic flow constraints (e.g., one- way streets or turn prohibitions) and closures. Other examples of routing apps are Apple Maps, Google Maps, INRIX and proprietary systems devised by ridesharing companies such as Uber and Lyft. As the number of users who rely on navigation apps increases, motorists are directed more frequently to less crowded streets which, in some cases, are local roadways that have become de facto cut -through routes. In many places across the country, both city officials and residents have cited navigation app providers as creating a local traffic flow scenario that is detrimental to its communities from a "quality of life" standpoint. Companies providing navigation apps have taken the position that public streets are, by definition, open for use by any motorist and that spreading traffic across the roadway network as evenly as possible is beneficial for everyone. While declining to alter traffic flow algorithms to appease local interests, companies have agreed to exchange information toward a mutually beneficial goal of reduced traffic diversion. Two (2) examples of this are: (1) WAZE has allowed traffic engineering staff at local agencies to access its traffic congestion data to assist in timing traffic lights, with the rationale being that better signal coordination will produce less traffic diversion off of the primary roadways. 9 14-44 Exhibit I- I Cut -Through Surveys Thursday, February 7, 2019 s BOO e i Average Cut -Through Rate: - AM Peak Period: I vehicle / 3 minutes S - PM Peak Period: I vehicle / 4 minutes F~dnci dn��dg0 sooO 11 a �n11 ,e co roto m w ea o° (D �C 5 � �troa woc roto (. �JK tom -0. m d 1111 /o '0e3 �c ayR0 11111 � � �ro� roce �410/dLinda CIO 7/5d°iSa', aoyc 11 Lane ro 1943 J \ro Sao Se t CN'( 1~11 `yo eo ar StaCC�gh 111 Qt �a�r\e O. 116 0 `11 o c •,, o� o o- w New Beach mane �11 �11 o Fire Dept. Mariners VN�an Lane /BLibrary prive Mariners 1h Mariners � J1j11 Park �8 a 111 Mariners o Elementary Lane 2 O School ens Estelle r roc w a �a ° � w a k < R h Dori a X, r m m oris Place Lane m � m' m Kent Lane yds 111 Westcliff Qm �11 Plaza roa Qo Eton place Notun gha Mana,, ane ado C1')2ARoad J\roC -9i/11y Com ao � Q e11a'o /)It, o�a'e • Calnbrdge o bane sto/, n11 m s ti c o 4 o//� ,Or,�11 a 0 T �yy}ro v o 7/5 Newport o�oe mo Z v o Aquatic Center / O` o w North Star Beach O ho Q o c kP11 +row of aoc� rod c 3 191,s10/. o6dn �o oy�ro �ro Legend: 11co O^��11 11 I _ = a Study Area n11 J1 a^<1 =Traffic Signal C~ot 11� a> F�eni 11 an11 a'1 ng d • = Origin/Destination �eSt`4lyd3� / = Direction of Travel of Vehicles .NcO = �$ Number Cut-Throu h's in AM/PM Peak Period IRO Morning Star Lane / of g = Highest Cut -Through Route / = Second Highest Cut -Through Route NOTE: = Third Highest Cut -Through Route - Data obtained during typical conditions with dry roadways. - AM peak period is 7:00 AM to 9:00 AM and PM peak period is I 0 500 1,000 4:00 PM to 6:00 PM. N ( IN FEET) MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-45 Exhibit 1-2 Cut-Through Surveys Saturday, March 9, 2019 s BOO e Average Cut-Through Rate: - AM Peak Period: I vehicle / 18 minutes S d7did c,scoO dJ°O''� e a ,� ce race m w �0 ri a 5 �`roa woc rocs (. yo . "or�sr� 3 Cec�a�`c yR0 3 2 Linda ac6 Lane ro e LN / 9t6 r~e `yC e.ar StaCCX o c •,, o� o o--po w 3 ��o Newport Beach mane �o �o o Fire Dept. Mariners VN�an Lane 9 Mariners Library prive r6 Manners � Jr, Park e aZ er Mariners o Elementary Lane 2 O X\, School ens 2 Estee ce I w a �a ° �w a k < R h Harrowa r m m (D D Place Laorisne m m' (D /fir aJ, Kent Lane yah � Oma: er Westcliff Qm ao Plaza roa Qo Eton Place Nottingha Manan Lane a`� Road Can7br�dge o bane stc/, ne m s ti c o/ �a �yyqj q, L� C Newport Aquatic Center/ O` o w North Star Beach O he Q o c �e +row ei aoc� rod c 3 srC/. Oban �° euro Dro Legend: oecG^/�e e a I _ = Study Area oe sr a� =Traffic SignalFkeni • = Origin/Destination ane \Nest`4lyd3� d / = Direction of Travel of Vehicles Qo\a�`SO = rou Number of Cut-Through's in AM Peak Period Morning Star Lane / 3 g = Highest Cut-Through Route / = Second Highest Cut-Through Route NOTE: = Third Highest Cut-Through Route v - Data obtained during typical conditions with dry roadways. - AM peak period is 6:00 AM to 9:00 AM. 0 500 1,000 I N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-46 TABLE 4-A Cut -Through Summary' Thursday, February 7, 2019 Route Number Origin g Destination AM Peak Period (7:00 AM to 9:00 AM) PM Peak Period (4:00 PM to 6:00 PM) Number of Vehicles Traveling Route Total Number of Cut-Through's Cut -Through Percentage by Route Number of Vehicles Traveling Route Total Number of Cut-Through's Cut -Through Percentage by Route 1 Santiago Drive e/o Irvine Avenue Baycrest Road e/o Irvine Avenue 1 41 2% 1 31 3% 2 Santiago Drive e/o Irvine Avenue Highland Drive e/o Irvine Avenue 0 0% 0 0% 3 Santiago Drive e/o Irvine Avenue Mariners Drive e/o Dover Drive 4 10% 1 3% 4 Santiago Drive e/o Irvine Avenue Dover Drive w/o Westcliff Drive 0 0% 0 0% 5 Baycrest Road e/o Irvine Avenue Santiago Drive e/o Irvine Avenue 0 0% 0 0% 6 Baycrest Road e/o Irvine Avenue Highland Drive e/o Irvine Avenue 0 0% 2 6% 7 Baycrest Road e/o Irvine Avenue Mariners Drive e/o Dover Drive 1 2% 0 0% 8 Baycrest Road e/o Irvine Avenue Dover Drive w/o Westcliff Drive 0 0% 0 0% 9 Highland Drive e/o Irvine Avenue Santiago Drive e/o Irvine Avenue 0 0% 2 6% 10 Highland Drive e/o Irvine Avenue Baycrest Road e/o Irvine Avenue 0 0% 2 6% 11 Highland Drive e/o Irvine Avenue Mariners Drive e/o Dover Drive 7 17% 2 6% 12 Highland Drive e/o Irvine Avenue Dover Drive w/o Westcliff Drive 2 5% 3 10% 13 Mariners Drive e/o Dover Drive Santiago Drive e/o Irvine Avenue 7 17% 2 6% 14 Mariners Drive e(o Dover Drive Baycrest Road e/o Irvine Avenue 0 0% 1 3% 15 Mariners Drive e(o Dover Drive Highland Drive e/o Irvine Avenue 11 27% 8 26% 16 Mariners Drive e(o Dover Drive Dover Drive w/o Westcliff Drive 0 0% 1 3% 17 Dover Drive w/o Westcliff Drive Santiago Drive e/o Irvine Avenue 0 0% 0 0% 18 Dover Drive w/o Westcliff Drive Baycrest Road e/o Irvine Avenue 0 0% 0 0% 19 Dover Drive w/o Westcliff Drive Highland Drive e/o Irvine Avenue 7 17% 5 16% 20 Dover Drive w/o Westcliff Drive Mariners Drive e/o Dover Drive 1 2% 1 3% Total Number of Vehicles Inbound 829 1,211 Total Cut -Through Percentage 5% 3% Community -Wide Average Cut -Through Rate 1 vehicle/ 3 minutes 1 vehicle / 4 minutes ' A threshold of three (3) minutes was used as the maximum amount of time alloted for a vehicle to travel each route in order for that trip to count as a cut -through. j: \rktablesV?K15509TB.xis )N:0559-2018-01 14-47 TABLE 4-B Cut -Through Summary' Saturday, March 9, 2019 Route Number Origin Destination AM Peak Period (6:00 AM to 9:00 AM) Number of Vehicles Traveling Route Total Number of Cut-Through's Cut -Through Percentage by Route 1 Santiago Drive e/o Irvine Avenue Baycrest Road e/o Irvine Avenue 2 11 18% 2 Santiago Drive e/o Irvine Avenue Highland Drive e/o Irvine Avenue 0 0% 3 Santiago Drive e/o Irvine Avenue Mariners Drive e/o Dover Drive 1 9% 4 Santiago Drive e/o Irvine Avenue Dover Drive w/o Westcliff Drive 0 0% 5 Baycrest Road e/o Irvine Avenue Santiago Drive e/o Irvine Avenue 0 0% 6 Baycrest Road e/o Irvine Avenue Highland Drive e/o Irvine Avenue 3 27% 7 Baycrest Road e/o Irvine Avenue Mariners Drive e/o Dover Drive 0 0% 8 Baycrest Road e/o Irvine Avenue Dover Drive w/o Westcliff Drive 0 0% 9 Highland Drive e/o Irvine Avenue Santiago Drive e/o Irvine Avenue 0 0% 10 Highland Drive e/o Irvine Avenue Baycrest Road e/o Irvine Avenue 0 0% 11 Highland Drive e/o Irvine Avenue Mariners Drive e/o Dover Drive 1 9% 12 Highland Drive e/o Irvine Avenue Dover Drive w/o Westcliff Drive 0 0% 13 Mariners Drive e/o Dover Drive Santiago Drive e/o Irvine Avenue 1 9% 14 Mariners Drive e/o Dover Drive Baycrest Road e/o Irvine Avenue 1 9% 15 Mariners Drive e/o Dover Drive Highland Drive e/o Irvine Avenue 2 18% 16 Mariners Drive e/o Dover Drive Dover Drive w/o Westcliff Drive 0 0% 17 Dover Drive w/o Westcliff Drive Santiago Drive e/o Irvine Avenue 0 0% 18 Dover Drive w/o Westcliff Drive Baycrest Road e/o Irvine Avenue 0 0% 19 Dover Drive w/o Westcliff Drive Highland Drive e/o Irvine Avenue 0 0% 20 Dover Drive w/o Westcliff Drive Mariners Drive e/o Dover Drive 0 0% Total Number of Vehicles Inbound 651 Total Cut -Through Percentage 2% Community -Wide Average Cut -Through Rate 1 vehicle/ 18 minutes ' A threshold of three (3) minutes was used as the maximum amount of time alloted for a vehicle to travel each route in order for that trip to count as a cut -through. j: trktablesV?K15509TB.x1s IN: 0559-2018-01 14-48 (2) Residents and city officials have teamed up to work with the major apps to deemphasize local streets as favored driving routes, with the most common tactic being the implementation of turn prohibitions during peak hours. Additional alternatives, albeit more intensive, are to physically alter the traffic carrying capability and/or circulation alternatives by: (a) intersection closure, (b) lane removal, and (c) downward speed zoning by, for example, narrowing driving lanes and/or adding curb parking. 7.9 Navigation App Considerations in this Study/ Conclusion In discussions with City staff and residents within the study area, RK recognizes that cut -through traffic could potentially be meaningfully influenced by navigation apps. For the purposes of quantifying cut -through traffic impact that was influenced by navigation apps, RK sought to ascertain: (1) the level to which the apps were sending traffic into the study area, and (2) the most common traffic diversion routes. Several navigation apps were employed by field technicians on multiple occasions during the week — during several survey periods that matched the cut - through studies — whereby drivers adhered to a typical commute route on the major arterials (Irvine Avenue and Westcliff Drive) during peak hours. The apps were activated in all instances — during both morning and afternoon commute times — with the result being that no diversion into the Dover Shores and Mariners neighborhoods was ever directed by the apps as a recommended travel route. In other words, during the evaluation process the navigation apps calculated no time savings from any cut -through route and thus had no reason to send drivers off the main arterials into the residence districts. This evaluation confirms the above conclusion that cut -through traffic was negligible throughout the Dover Shores and Mariners neighborhoods. 8.0 Traffic Calming Measures 8.1 Introduction In emphasizing the need to adhere to the City of Newport Beach's Council Policy L- 26, RK continued beyond the Level 1 tools (e.g., neighborhood meetings, temporary speed radar trailers, etc.) to take a closer look at conceptual physical improvements that fall under the category of "traffic calming" measures commonly implemented in residential neighborhoods. "Traffic calming" is an area of neighborhood traffic engineering that is focused primarily on operational aspects and secondarily on design. That is, driver awareness and behavior are of prime importance, with the goal being to reduce speeds and 10 14-49 decrease the likelihood of all types of traffic collisions within a given residence district. 8.2 Conceptual Improvements Council Policy L-26 identifies the following as "Level 2 Tools" (complete listing): road narrowing, striping modifications, chokers, raised medians, gateways, neighborhood traffic circles, landscaping, speed bumps, speed tables, speed cushions and intersection channelization. Of the above, RK and City of Newport Beach staff have determined that the following would be worthy of consideration for implementation in the Dover Shores and Mariners neighborhoods: • Striping modifications: this technique employs: (1) edgeline striping to effectively narrow the traveled way without having to make physical modifications to the roadway surface or curb location, and (2) striped "bulb -outs" at intersections with no traffic control to better channelize turning movements and overall traffic flow through intersections. These techniques can help reduce vehicle travel speeds. • Speed cushions: these are vertical changes to the traveled way that incorporate an improved design modification to common speeds humps or bumps. A speed cushion is configured such that gaps are created between rises in the pavement in order to allow emergency response vehicles to proceed along a street without having to stop. Typical passenger vehicles — having shorter axles — would have to slow in order to safely traverse the cushions, which actually resemble a cushion more than a continuous (curb -to -curb) hump. Speed cushions have been accepted by many emergency service agencies. Shown in Table 5 is a matrix presenting the relationship between the collected ADT and speed data and the Council Policy L-26 Level 2 Tools Criteria. It can be seen which roadway segments would be suitable (or not) for applying conceptual improvements. Exhibit J depicts all locations identified for conceptual improvements within the Dover Shores and Mariners neighborhoods. The exhibit legend differentiates between existing and proposed striping, as well as approximate proposed locations of speed cushions. It is important to note that the proposed locations of speed cushions reflect the two aforementioned elements of ADT volume and observed speeds over the data collection periods. Also, speed cushions are most effective when they are placed in series over consecutive street segments on a continuous roadway. As seen in Exhibit J, this is supported by the number of proposed speed cushions on Santiago Drive and Highland Drive. 11 14-50 Exhibit J Area -Wide Preliminary Conceptual Improvements Roadway Widths Based on Council Policy L-26 Dover Drive 32' Polaris Drive 40' Santiago Drive 40' Highland Drive 40' Mariners Drive 40' Tradewinds Lane 40' Commodore Road 40' s dn�'a d'o e Al d fir/ S �e a hd^o' l Ae dne Roadway Cross-Sectionsi ce ce x �.c � vm c C.F. C.F. 40' _ 0 r� 0 8' 12' 12' 6' m CL B 'y0// m C.F. 32 C.F. 0add adJ-p asc 3' CL c°n�hO�J = Caltrans Detail 2 41`A Linda O 'S�4 ae Lane = Caltrans Detail 27B /dc0 Bei/ p�°e aOa O Oros ce �d7e S�y\at�V� /9 �p th O� Cir fl^e `yt` S�rC�g�c O 06 10. o 0111o' o w Newport Beach mane 90 0 Fire Dept. r Mariners S S /&rh Library Mariners Mar�ners�C`��0 Park S 9 e0r911)Mariners Elementary (fie Lane a School e�SO Este��e o \ate o 0 m z y Harrow Doris X, Place Lane m a C C m Cd Kent Lo r— /Sa ane O y a O 00r Westcliff 'O PlazaQoF erona Marian oma an (D e C0 6erana`' car, arh 60 mai ge ane 'PO L a,°ra ce /ode „cda �2csrc/fes `c�a e �a 0 Newport Aquatic Center/ �ro oc �e i North Star Beach `L0 0 r i0 a� s y o roGj/. ° a� �c a moi`' /4 O�/�0 a40 � ,�.� oar Qe`' o ec�ff Legend: �eco ro € yroc` I _ = Study Area 0 00 = Existing Traffic Signal O=Existing All -Way Stop \Nest" d �e �0 = Traffic Calming Striping — (Add Detail 27B Edgeline) o Traffic CalmingStriping and Raised Features Q\a<`s Morning Star Lane oFrarL 278 Right Edge Line O= Approximate Location of Speed Cushion —0- = Striped Bulbout / \ — E4g�MTrevrke NOTE: 0 500 1,000 - See Table 5 for compliance with the Council Policy L-26 II Level 2 Tools Criteria. N ( IN FEET) 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-51 TABLE 5 Council Policy L-26 Level 2 Tools Criteria Location Number RoadwaySegment g Average Dail y Traffic 85th % Speed p (mph) L-26 Level 2 Tools Criteria' Consider 1. Segment Length 2. Volume 3. 85th % Speed 4. Grade and Alignment CITY TRAFFIC ENGINEER 5. Does not Divert Traffic 6. Does not Impact Public Safety Response Times 1 Tradewinds Ln. e/o Shipway Ln. 714 32 ✓ ✓ ✓ ✓ ✓ YES 2 Santiago Dr. n/o Holiday Rd. 2,079 33 ✓ ✓ ✓ ✓ ✓ YES 3 Galaxy Dr. n/o Holiday Rd. 476 31 ✓ NO NO ✓ NO NO 4 Commodore Rd. s/o Tradewinds Ln. 837 33 ✓ ✓ ✓ ✓ * YES 5 Highland Dr. n/o Mariners Dr. 1,672 37 ✓ ✓ ✓ ✓ * YES 6 Commodore Rd. n/o Mariners Dr. 866 31 ✓ ✓ NO ✓ * YES 7 Galaxy Dr. n/o Mariners Dr. 523 32 ✓ ✓ ✓ ✓ NO NO 8 Mariners Dr. w/o Highland Dr. 2,377 35 ✓ ✓ ✓ ✓ ✓ YES 9 Mariners Dr. w/o Santiago Dr. 1,573 33 ✓ ✓ ✓ ✓ ✓ YES 10 Highland Dr. s/o Estelle Ln. 1,157 37 ✓ ✓ ✓ ✓ ✓ YES 11 Santiago Dr. s/o Estelle Ln. 1,437 33 ✓ ✓ ✓ ✓ ✓ YES 12 Dover Dr. s/o Nottingham Rd. 1,352 34 ✓ ✓ ✓ ✓ ✓ YES 13 Nottingham Rd. e/o Warwick Ln. 366 34 ✓ NO ✓ ✓ NO NO 14 Galaxy Dr. e/o Polaris Dr. 387 28 ✓ NO NO ✓ NO NO 15 Highland Dr. s/o Cambridge Ln. 836 33 ✓ ✓ ✓ ✓ ✓ YES 16 Santiago Dr. s/o Nottingham Rd. 978 38 ✓ ✓ ✓ ✓ ✓ YES 17 Westcliff Dr. e/o Highland Dr. 2,258 30 ✓ ✓ NO ✓ NO NO 18 Polaris Dr. s/o Evening Star Ln. 1,076 34 ✓ ✓ ✓ ✓ ✓ YES 1 Level 2 Tools are tools implemented by the City of Newport Beach Council Policy L-26 to address speed concerns in residential streets. Such tools include road narrowing, striping modifications, chokers, raised medians, gateways, neighborhood traffic circles, landscaping, speed bumps, speed tables, speed cushions and intersection channelization. All 6 criteria must be met in order to implement Level 2 Tools, per roadway segment. ✓ = meets criteria; NO = does not meet criteria. * Level 2 Tools recommended on Commodore Road because of potential for diversion of traffic from Highland Drive. Council Policy L-26 (Rev. August 14, 2018) 1. The street segment shall be at least 800 feet in length, and have no intermediate STOP signs. 2. The two-way volume of traffic on the street shall be between 500 and 4,000 vehicles per day. 3. A speed survey must demonstrate that the eighty-five (85) percentile speed is equal to or greater than thirty-two (32) mph on a posted (or prima facie) twenty-five (25) mph street. Speeds above this threshold indicate a "demonstrated speed concern." 4. The street must have a sustained longitudinal grade of six percent (6%) or less. The street must have a horizontal and vertical alignment such that there is adequate sight distance, as determined by the City Traffic Engineer. 5. Level 2 measures shall not be installed if, in the opinion of the City Traffic Engineer, they shall result in excessive diversion of traffic to parallel local residential streets. 6. Proposed Level 2 measures shall be reviewed by the Police and Fire Departments for potential impacts to public safety response times. jArktables\RK 15509TB.xls IN:0559-2018-01 14-52 Exhibits K-1 through K-12 illustrate in greater detail each of the segments within the study area where speed cushions are suggested, in accordance with the conceptual improvements Exhibit J. In the case of speed cushions, more precise locations are suggested to produce vehicle slowing at more regular intervals between intersections. Ultimately, the primary consideration for locating speed cushions has to do with position relative to existing residential driveways. Exhibit K-10 depicts examples of how "bulb -out" striping serves to keep vehicles farther from the corners, which both improves sight distance and reduces conflicts with parked vehicles. "Bulb -out" striping is suggested at a total of five (5) intersections along Highland Drive: Highland Drive at Estelle Lane, Marian Lane, Nottingham Road, Cambridge Lane, and Oxford Lane. Exhibits L-1 and L-2 illustrate larger -scale design details for a typical speed cushion configuration on streets with widths of 40' (i.e., Santiago Drive) and 32' (i.e., Dover Drive), respectively. RK and City of Newport Beach staff met with Newport Beach Fire Department (NBFD) officials to scrutinize the design features of the cushions with the goal of verifying that emergency response vehicle delay would be negligible as a result of the favorable design. NBFD granted conceptual approval of the speed cushions based on the design parameters shown in these exhibits, as well as the locations shown in Exhibits K-1 through K-12. In order to make speed cushions most effective in producing slower traffic speeds, they need to be augmented by signing and striping (also shown in Exhibits L-1 and L-2) that give notice to motorists: (1) An advance "warning" (black -on -yellow) sign posted approximately 100' prior to each set of speed cushions from each approach; (2) White pavement legends saying BUMP AHEAD, starting approximately where the warning sign is posted; and (3) White "chevron" markings painted on each cushion to notify motorists of the exact location where slowing is required. 9.0 Third of Three Neighborhood Meetings, September 12, 2019 The third neighborhood meeting was held at City Hall on September 12, 2019, and was attended by twenty (20) residents from Dover Shores and Mariners, several whom attended both of the previous two (2) neighborhood meetings. As with the 12 14-53 other meetings, there were also staff from RK and Newport Beach Traffic Engineering in attendance. The PowerPoint presentation by RK for this neighborhood meeting is included in Appendix B-3. In accordance with the objectives of the three -meeting series, this third community meeting summarized input from the homeowners and data collection presented at the previous two (2) meetings, and introduced the Preliminary Conceptual Improvements to the attendees. 9.1 Review The first portion of the meeting reviewed the following items, details of which are contained in previous sections pertaining to the first and second neighborhood meetings: • Council Policy L-26, which served as the foundation for dialog with the residents, data collection, and types of conceptual improvements. • Two Town Hall Meetings, covering community input and the extensive data collection and findings by RK. • Review of Existing Conditions • Community Feedback • Traffic Collision Reports • Traffic Data Collection o ADT (Average Daily Traffic) (Weekday/Weekend) 0 24 -Hour Speed Surveys (Weekday/Weekday) o Origin/Destination (License Plate Surveys) 9.2 Traffic Calming Features This was the initial opportunity to explain in detail the characteristics and functionality of traffic calming features that are open for consideration by Council Policy L-26. Two (2) common traffic calming treatments — with proposed locations — were introduced to the attendees: roadway striping and asphalt speed cushions. Roadway Striping is implemented in the form of 6 -inch white edge striping that serves to either narrow a roadway segments or form a "bulb -out" at the corners of an intersection. Each of these treatments serves to create the impression of a narrower traveled way from the view of the driver. The result is slower median residential traffic speeds in accordance with a constricted travel lane width. Speed Cushions are one form of "vertical" traffic calming devices that are implemented by way of asphalt work to create a physical attenuator to traffic speeds. These devices are, literally, lumps in the pavement that encourage motorists to slow down, but that are designed with specific dimensions so as to cause no impedance to the travel of emergency response vehicles on the local streets. At each 13 14-54 location, four (4) cushions are installed and are delineated by: (1) white chevron stencils on each cushion; (2) BUMP AHEAD pavement text in advance (both directions) of each set of cushions; and (3) a warning sign, showing a symbol representation of a bump, in advance (both directions) of each set of cushions. 9.3 Locations for Conceptual Improvements Roadway Striping is suggested for numerous roadway segments throughout the Dover Shores and Mariners communities, with a total linear footage of recommended striping amounting to approximately 42,000 feet. Intersection "bulb - outs" are envisioned at the Highland Drive intersections with Estelle Lane, Marian Lane, Nottingham Road, Cambridge Lane, and Oxford Lane. Speed Cushions are suggested for installation at seventeen (17) locations, encompassing the street segments where the above average ambient traffic speeds were recorded: • 8 on Santiago Drive • 3 on Highland Drive • 2 on Polaris Drive • 2 on Commodore Road • 1 on Mariners Drive • 1 on Dover Drive New signage corresponding to the speed cushion installations noted above would amount to thirty-four (34) warning (black -on -yellow) signs, one for each approach to each of the speed cushion locations 9.4 Council Policy L-26 Guidelines for Implementation In terms of the process for implementing conceptual improvements, Council Policy L-26 is very specific in terms of setting community approval parameters. The following is a list of steps, taken from the entire document, which can be found in Appendix A. E. Based upon resident input and staff analysis, a draft improvement plan shall be prepared and submitted to the residents together with an approved petition for signatures. F. A neighborhood representative shall be responsible for circulation of the petition and draft improvement plan. The petition shall be prepared by City staff together with the neighborhood representative, and shall be approved by the City Traffic Engineer prior to circulation. The City shall provide a map of the affected area and/or a listing of all affected addresses to the designated neighborhood representative. The petition should include only 14 14-55 residences or businesses within the affected area. Person(s) circulating the petition shall attempt to obtain signatures from all affected residences or businesses that are either an owner or tenant and at least eighteen (18) years old. The petition must include the current address, printed name, and signature for person signing the petition. The petition requesting Level 2 or Level 3 traffic management measures must be supported by seventy percent (70%) of the total number of residential units/businesses. In the event that a traffic calming tool may increase traffic noise, one resident for each residence immediately adjacent to a proposed location of such traffic calming tool must sign the petition in favor of the draft improvement plan. G. If neighborhood support is demonstrated through the petition process, the project shall be forwarded to City Council for approval. All Level 2 or Level 3 measures on residential streets shall be approved by City Council prior to final design or construction. If the petition process is unsuccessful, City staff shall continue undertaking the appropriate Level 1 actions. 15 14-56 Location Map �-X' = Speed Cushion Location Legend: Exhibit K- I Preliminary Conceptual Roadway Detail Santiago Drive: Tradewinds Lane to Constellation Drive = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) N.T.S. N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-57 Exhibit K-2 Preliminary Conceptual Roadway Detail Santiago Drive: Galaxy Drive to Holiday Road Location Map �- xY DR ry 00 ,9aa 190 1927 g93M1 — 2016 1939 1998 1921 1924 2000 1930 19z2 — y 1915 1918 _ 1952---- 1924 19p7 1812 1927 —__ 19ae — - 1918 ,k} 9e 1915 r a ,ft 7807 1912 sg r'J4 ` e�s tggg v� °ter r ,8V o r� 'q'QD 18.36 41 !H 'B@ r rB ram 'Bb rB �6 'B�o 'fir rg� r a r� re,B er r r�Po r8r? re0) rg,@ 160Ca^� Thr rg,� 4% rpt 0 7� r = Speed Cushion Location Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) wI T C N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA 14-58 Location Map 00��� v� f` Exhibit K-3 Preliminary Conceptual Roadway Detail Santiago Drive: Antigua Way to Ashford Lane 0 1g73 777d ''p� r827 1828 1821 1656 %V0 V6t lfi 12 �e Y 1B 10 a 11506 5� 510'k 160 1fi0� q8� 1805 LP1 AS{1FOR9 qy,2 V 5'SA = Speed Cushion Location Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) N.T.S. N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-59 Location Map p N r P mESTELLE LN o 75po . 4 1438 1637 1632 1433 0 Q7434 1631 1626 14Zy vl 7430 1625 1620 142 424 1621 - - 1615 1419 1418 1 1615 1612 1415 � 1412 14 600 - 1696 ' 1447 1406 14( 601 16m 1401 1400 1528 o HAMPSHIRE CN 1523 1518 1335 1338 --r = Speed Cushion Location Legend: Exhibit K-4 Preliminary Conceptual Roadway Detail Santiago Drive: Estelle Lane to Hampshire Lane = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) RITC N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: ushion at approximately :h of intersection ibit L- I for detail) I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-60 Location Map 7606 1600 1618 512 �s 73. 1307 Exhibit K-5 Preliminary Conceptual Roadway Detail Santiago Drive: Hampshire Lane to Antigua Way Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) N.T.S. N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-61 Exhibit K-6 Preliminary Conceptual Roadway Detail Santiago Drive: Nottingham Road to Pescador Drive S SP�t`P Location Ma = Speed Cushion Location Legend: k = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) 7 = Stop Bar and Stop Legend (Existing) N.T.S. I N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA +0 cy VA 9Q Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-62 Exhibit K-7 Preliminary Conceptual Roadway Detail Polaris Drive: Whitecliffs Drive to Morning Star Lane Location Map r � r❑% = Speed Cushion Location MORNING STAR LN. Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) = Stop Bar and Stop Legend (Existing) S" T 0% I N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Wvj1TECLIFFS DR. SrARt N. Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-63 Exhibit K-8 Preliminary Conceptual Roadway Detail Commodore Road: Tradewinds Lane to Mariners Drive Edgelines end at Curb Return (typ.) Speed Cushion at approximately 185' north of intersection (See Exhibit L- I for detail) 40' Road Width 6" White Edgeline at 8' from Curb Face ST ARIGHT GIR• Speed Cushion at approximately 335' north of intersection (See Exhibit L- I for detail) I Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) = Caltrans Detail 27B Edgeline (Existing) = Caltrans Detail 39A Bike Lane (Existing) = Stop Bar and Stop Legend (Existing) I N.T.S. N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Location Map 0, = Speed Cushion Location MARINERS OR. Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-64 Exhibit K-9 Preliminary Conceptual Roadway Detail Highland Drive: Irvine Avenue to Mariners Drive Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) = Stop Legend (Existing) IV T C I N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA MARINERS pR. Notice: Location Map <' �) I��W1- = Speed Cushion Location I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-65 Location Map = Speed Cushion Location Legend: = Caltrans Detail 2 Centerline (Er Exhibit K-10 Preliminary Conceptual Roadway Detail Highland Drive: Estelle Lane to Marian Lane = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) = Yield Markings (Existing) N.T.S. I N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-66 Exhibit K- I I Preliminary Conceptual Roadway Detail Mariners Drive: Dover Drive to Deborah Lane Location Map rNO�� 1g"y¢ MgRr�ERS DR o SUSSEX LN w �"' 1 7 2 �q� 24II4 t915 t9t— ` 1945 �94� 5044 / 4 N ASO 55qq � 1 608 16( = Speed Cushion Location Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) = Caltrans Detail 27B Edgeline (Existing) = Caltrans Detail 39A Bike Lane (Existing) = Stop Bar and Stop Legend (Existing) N.T.S. I N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-67 Exhibit K-12 Preliminary Conceptual Roadway Detail Dover Drive: Nottingham Road to Norfolk Lane 5 Cc Location Map = Speed Cushion Location Legend: = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) STOP = Stop Bar and Stop Legend (Existing) IL . N 0559-2018-01 MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA AO4r O ,V(j rrjNGy qM R1). Notice: I. The exhibit is not to scale and all changes made are for conceptual purposes only and not meant for construction. II. Speed Cushions should be placed under street light poles if possible and should not block residential driveways. 14-68 10' 1 CL LU U Q LL ca D U Notes: 1. Speed Cushion Specs: i•ir, I . I J RATIO GRADIENTS WITH 3" HEIGHT AT CENTER 0559-2018-01 1 3.5' 6' LU Z J W W LU on I CL 12' 12' 3' 6' 6' 3' MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA LU Z_ J W W LU on I 4 U' Exhibit L- I Speed Cushion Detail 40 -Foot Wide Street n. 1 6' 3.5' 1 1 E:�0 100' —0 � T W8-1 (BUMP) • NOT TO SCALE • NOT FOR CONSTRUCTION 14-69 10' Notes: 1. Speed Cushion Specs: 1:3 1:15 �? w U Q U - ca oC U 1:15 RATIO GRADIENTS WITH 3" HEIGHT AT CENTER 0559-2018-01 Exhibit L-2 Speed Cushion Detail 32 -Foot Wide Street (Dover Drive) CL 3' I I' 111 7' I' 6' 2' 6' 2' 6' 2' 6' I' Lu w Z Z J J Lu LU W W Lu w �o -32/ MARINERS AND DOVER SHORES NEIGHBORHOOD TRAFFIC CALMING STUDY, City of Newport Beach, CA —0 � I 100' T W8-1 (BUMP) • NOT TO SCALE • NOT FOR CONSTRUCTION 14-70 Appendix A Council Policy L-26 14-71 L-26 TRAFFIC MANAGEMENT POLICY The City has developed Traffic Management Guidelines in an effort to provide residents with traffic concerns access to traffic management measures that may serve to alleviate their concerns. It is the intent of this policy to identify traffic calming measures; establish speed and volume thresholds for the implementation of measures and; define step-by- step procedures to address traffic concerns. General The Goals of the Traffic Management Program are: A. Manage the speed of vehicles on residential streets with "demonstrated speeding concerns" (as defined in this Policy) to levels consistent with residential speed limits, or other posted speed limits as determined by the California Vehicle Code or the City of Newport Beach Municipal Code. B. Discourage the use of local residential streets by non -local (cut -through) traffic by making the streets less attractive as commuter routes. C. Develop and emphasize focused neighborhood educational programs that can address residential traffic concerns. This shall be accomplished by the preparation of a traffic calming pamphlet; holding neighborhood meetings; and public hearings before the City Council. D. Implementation of selective police enforcement actions to address traffic related concerns. E. Minimize impacts on emergency vehicle response times, which may potentially be caused by implementation of traffic calming measures. F. Limit the potential for shifting traffic from one residential street (or neighborhood) to another when implementing traffic calming measures. G. Reduce the speed of vehicles on primary and secondary arterial roadways, and in school zones, through the use of devices, including, but not limited to, radar speed feedback signs when appropriate. H. Respond to concerns or complaints in a timely manner. 14-72 L-26 Definitions Traffic management measures for residential streets (as defined herein) generally fall into three (3) categories: A. Level 1 Tools are comprised of actions and programs that are primarily educational and enforcement based. These tools include neighborhood meetings, police enforcement, signing, and the use of a temporary speed radar trailer. B. Level 2 Tools include the construction of physical improvements on residential streets to address documented speed concerns. These tools include road narrowing, striping modifications, chokers, raised medians, gateways, neighborhood traffic circles, landscaping, speed bumps, speed tables, speed cushions and intersection channelization. C. Level 3 Tools include the construction of physical improvements to reduce traffic volumes on a local residential street. These tools include neckdowns, turn restrictions, cul-de-sacs, diagonal diverters, half -closures. D. A "residential street" is a local, two-lane street with a posted (or prima facie) speed limit of twenty-five (25) miles per hour ("mph") or thirty (30) mph and a maximum width of forty-four (44) feet from curb -to -curb. Definitions for the various traffic calming tools are included in the City's Traffic Management Guidelines document, or any subsequent successor document. Criteria A. The implementation of Level 2 Tools on residential streets shall be considered for those public streets meeting all of the following criteria: 1. The street segment shall be at least 800 feet in length, and have no intermediate STOP signs. 2. The two-way volume of traffic on the street shall be between 500 and 4000 vehicles per day. 3. A speed survey must demonstrate that the eighty-five (85) percentile speed is equal to or greater than thirty-two (32) mph on a posted (or prima facie) twenty-five (25) mph street, or equal to or greater than thirty-seven (37) mph on a posted thirty (30) mph street. Speeds above these thresholds indicate a "demonstrated speed concern." 2 14-73 L-26 4. The street must have a sustained longitudinal grade of six percent (6%) or less. The street must have a horizontal and vertical alignment such that there is adequate sight distance, as determined by the City Traffic Engineer. 5. Level 2 measures shall not be installed if, in the opinion of the City Traffic Engineer, they shall result in excessive diversion of traffic to parallel local residential streets. 6. Proposed Level 2 measures shall be reviewed by the Police and Fire Departments for potential impacts to public safety response times. B. The implementation of Level 3 Tools shall be considered for those residential streets meeting criteria 1, 5, and 6 , as noted above, and as required by Level 2 Tools. In addition the following criteria must be met: 1. The volume of traffic on the street shall be greater than 4000 vehicles per day. Process The following step-by-step procedures shall be used by the City to address traffic concerns on residential streets: A. A resident shall inform the City of a potential problem area. Any traffic calming request is required to include a petition signed by at least five (5) residents within the immediate vicinity of the problem area. B. The City shall review the roadway conditions and collect the appropriate traffic speed and volume data. If it is determined that an immediate safety issue exists, staff shall initiate a project to address the situation. Otherwise, staff shall initiate the appropriate Level 1 traffic calming measures. C. The Level 1 measures shall be in place for a minimum of three (3) months. If the Level 1 measures do not address the resident's concerns, the City shall review the traffic data that has been collected, discuss the issues with the Police and Fire Departments, and determine if the street qualifies for Level 2 or Level 3 measures. The residents shall be informed of the results of the traffic analysis. D. If the traffic data indicates that the residential street(s) may qualify for Level 2 or Level 3 measures, a letter shall be mailed out to the neighborhood asking residents to identify specific concerns. After responses to the letter are received, a neighborhood meeting shall be held. This meeting may be used to develop 3 14-74 L-26 recommended Level 2 or Level 3 implementation measures. A representative of the Public Works Department and the Police Department shall attend the meeting. E. Based upon resident input and staff analysis, a draft improvement plan shall be prepared and submitted to the residents together with an approved petition for signatures. F. A neighborhood representative shall be responsible for circulation of the petition and draft improvement plan. The petition shall be prepared by City staff together with the neighborhood representative, and shall be approved by the City Traffic Engineer prior to circulation. The City shall provide a map of the affected area and/or a listing of all affected addresses to the designated neighborhood representative. The petition should include only residences or businesses within the affected area. Person(s) circulating the petition shall attempt to obtain signatures from all affected residences or businesses that are either an owner or tenant and at least eighteen (18) years old. The petition must include the current address, printed name, and signature for person signing the petition. The petition requesting Level 2 or Level 3 traffic management measures must be supported by seventy percent (70%) of the total number of residential units/ businesses. In the event that a traffic calming tool may increase traffic noise, one resident for each residence immediately adjacent to a proposed location of such traffic calming tool must sign the petition in favor of the draft improvement plan. G. If neighborhood support is demonstrated through the petition process, the project shall be forwarded to City Council for approval. All Level 2 or Level 3 measures on residential streets shall be approved by City Council prior to final design or construction. If the petition process is unsuccessful, City staff shall continue undertaking the appropriate Level 1 actions. Priority Requests for the installation of traffic calming measures on residential streets using City funds shall be prioritized by the City Traffic Engineer considering the following factors: A. Date of petition submittal. B. Volume of traffic using the street. C. Percentage of traffic exceeding the threshold speed limit. D. Other factors including, but not limited to, number of houses, presence of parks or schools, street width, and number of residential driveways. 51 14-75 L-26 The City shall also take into account any letters of interest from the residents (or Homeowners Associations) to provide funding for all or part of the costs of the design and construction of the improvements. Guidelines for the Use and Installation of Fixed Radar Speed Feedback Signs Radar speed feedback signs are installed to provide a real-time dynamic display of a driver's vehicular speed at a particular location. In locations where traffic -calming features such as speed humps or chokers are not appropriate for the roadway, radar speed feedback signs can be an effective installation. This policy applies to signs in fixed locations, as opposed to radar speed feedback signs on trailers. A radar speed feedback sign shall be considered for use when all of the following minimum thresholds are met: A. The roadway under consideration is designated on the Master Plan of Streets and Highways as a primary or secondary arterial road. B. The average daily traffic (ADT) volume for the roadway segment is greater than 10,000 vehicles per day. C. The posted speed limit is thirty-five (35) mph or greater; or D. Within a school zone area after review and recommendation of the City Traffic Engineer and Public Works Director. Staff has developed a point system using the factors listed below. This point system can be used to establish a priority ranking for future fixed location sign installations on primary or secondary arterial roads that meet the minimum thresholds. To address resident or Newport -Mesa Unified School District requests for a radar speed feedback sign in a school zone, factors # 3 through # 7 shall be used during the review process. Points A. Daily Traffic Volume 10,000 -15,000 1 15,000 - 20,000 2 20,000 - 25,000 3 25,000+ 2 Posted Speed Limit 35 mph 1 40 mph 2 45 mph 3 50 mph 1 5 14-76 C. 0 E. F G H. 85% speed over limit 0 mph - 2 mph over posted speed 2 mph - 4 mph over posted speed 4 mph - 6 mph over posted speed Speed related accidents 0 accidents in previous 3 years 1-2 accidents in previous 3 years 3-5 accidents in previous 3 years 6-8 accidents in previous 3 years 9 + accidents in previous 3 years Near School Greater than 1/2 mile Between 1/4 to 1/2 mile Within 1/4 mile Percent grade Street Conditions 0%-4% 5%-9% 10%+ Sidewalks both sides Sidewalks one side No pedestrian facility Curves with advisory signing 1 3 5 0 1 2 3 4 1 2 3 1 2 3 0 1 3 3 Bicycle Facility Next to Designated Bicycle Sidewalk 1 Next to Existing/ Planned Bike Route 2 Next to Existing/ Planned On -street Bike Lane 3 L-26 Priority should always be given to those roadways where the number of speed related accidents is relatively high. In addition, the severity of the accident history should be strongly considered in the review of all locations. Radar speed feedback signs shall only be placed where they improve safety and do not create objections from residents. All residents near a proposed sign location shall be contacted. Any sign to be placed in front of a home should receive support from the property owner. Any signs to be placed in school zones should be activated only for two (2) hours at the start and at the end of the school day. History (1990,05/29) - L-13 - Adopted (Road Bumps) (1991,10/28) - L-13 - Amended (2006, 09/12) - L-26 - Adopted - incorporating L-13 & L-26) M. 14-77 L-26 (2015,05/12) - L-26 - Amended (2018,08/14) - L-26 - Amended 14-78 Appendix B-1 1" Community Meeting Presentation 14-79 City of Newport Beach City Hall soo Civic Center Drive Community Room Thursday, November 29, 2o18 6:30 PM 14-80 Study Dover Shores & Mariners Neighborhoods Meeting Objective: Obtain Resident Feedback Regarding Traffic Related Concerns within the Study Area/Community City of Newport Beach City Hall soo Civic Center Drive Community Room Thursday, November 29, 2o18 6:30 PM 14-81 Primary Goals of the Traffic Management Policy • Manage speeds to levels consistent with residential communities • Discourage non -local use (cut -through) traffic • Develop focused neighborhood educational programs • Include and implement law enforcement action • Minimize emergency vehicle response times • Limit shifting traffic from one residential street to another when implementing traffic calming measures • Respond to concerns or complaints in a timely manner �ol "141 Fp Ram 14-82 Open Discussion for Resident Feedback on the Following Topics/Issues: • SPEED • CUT THROUGH • ACCIDENT • TRAFFIC CONTROL • TRAFFIC VOLUMES • OTHER � MI =V—S,.d,A. City of Newport Beach City Hall soo Civic Center Drive Community Room Thursday, November 29, 2o18 6:30 PM 14-83 Appendix B-2 2nd Community Meeting Presentation 14-84 Mariners Branch Library Vincent Jorgensen Room 1300 Irvine Avenue Newport Beach, CA 9266o Thursday, May 2, 2019 6:30 PM 14-85 Study Area Dover Shores & Mariners Neighborhoods Meeting Objective: Review & Share Traffic Data ye �gLl���4' 14-86 Misc 70% Accidents 7% High Traffic Volume 8% Traffic Control 10% 6% Sight Distance Bicycle 11% 32% Vehicle Speeds 18% Cut -Through Traffic R H 1� C,gLl���14-87 Failure to Yield 1;% Unsafe Backing 11 DU120OX 4% Unsafe Passing 1% Unsafe Speed _ J Vn Unsafe Turning s - H tgLl���14-88 ZoR��� 14-89 / r tgLl��It��14-90 ■ It UUW7, A CnrnmauYh y &f Tfam W1a&O Prof&mkk als Definition: "Vehicular traffic passing through a residential area without stopping or without at least one origin or destination within the area." C,gLl��It��14-91 1 A CarnmalYlty b}7rie5¢bAali4n PfOIAMIM2It Vehicular traffic associated with the Newport Aquatic Center (NAC) that passes through the residential area is not cut -through traffic because those trips have an origin or destination in the area (NAC). C,gLl��It��14-92 .a \ Z Tota I Trips. AM: 76 vehicles PM: 5l vehicles AM: zvehicle/1.5min PM: Zvehicle/2min R tgLl���14-93 0 Total Trips: � AM: 235 vehicles AM: 1 vehicle/45 sec k tgL1��'t��14-94 Total Cut-Through's: AM: 41 out of 829 vehicles j PM: 31 Out of1,211vehicles 4 AM: Zvehicle/3 min PM: zvehicle/4 min = Highest Route = Second Highest Route l =Third Highest Route tgLl���14-95 e Total Cut-Through's: 0 AM: 11 out of 651 vehicles AM: Zvehicle/18min = Highest Route � = Second Highest Route 1 =Third Highest Route R H tgLl���14-96 Appendix B-3 3rd Community Meeting Presentation 14-97 Civic Center Community Room Zoo Civic Center Drive Newport Beach, CA 9266o Thursday, September 12, 2019 W P() COLI Fo FL 6:30 PM 14-98 Study Dover Shores & Mariners Neighborhoods Meeting Objective: Discuss Traffic Calming Concepts Next Steps • L-26 Policy • Two Town Hall Meetings • Review of Existing Conditions • Community Feedback QuickReview • Traffic Collision Reports • Traffic Data Collection • ADT (Average DailyTraffic) • 24 Hour Speed Surveys (Weekday/Weekend) • Origin/Destination (License Plate Surveys) Fp 14-100 Existing Conditions Dover Shores Mariners Neighborhoods 4 4 1 14-101 Existing Traffic Control Signs SIGN QUANTITY 14-102 30 35 12 SPEED LIMIT .251 50 14-102 s. Speed Cushions (Asphalt) Vertical traffic calming device that consists of raised "humps"' or "lumps"' that are placed across the roadway laterally. There are gaps for wheels to pass between the raised areas. Passenger vehicles need to reduce speeds, whereas emergency vehicles (fire trucks, ambulance, etc.) can traverse the cushion without reducing speed. Traffic Calmingl , Features m�m 4 z. Roadway Striping Provides a visual impression that the roadway width has been reduced, which has been shown to reduce vehicle speeds. 14-103 I i. Speed Cushion Detail 40 -Foot -Wide Street (i.e. Santiago) 1. Spmd Qv Mm Sp■ry ITIS I:3 I:3 ITIS RATIO GRADIENTS WITH 3" HEIGHT AT CENTER CL ?' 6. 3. 6' 3.5' a 50' 100' W8 -I (BUMP) " NOT TO SCALE " NOT FOR CONSTRUCTION 14-104 NX moi Air Aff Existing Speed Cushion Tustin Avenue Note: Future Speed Cushions will be constructed with asphalt as opposed to rubber, to use the available budget in a cost-effective manner. ,,Qor,1 14-106 • Reduces Vehicle Speeds • Reduces Traffic Volumes • Reduces Accidents � Generally by Speed Residents • Does not Remove Parking Cushion Spaces ZFEED � HUMPS "�\AHEAD/ CONS • May Cause Diversion of Traffic • Requires Striping and Signage • Construction/Maintenance Costs • Increased Noise Levels • Motorists Avoiding Cushions May Deviate onto Shoulder • May Impact Cyclists • Possible Vehicle Damage Q tiW pqv 14-107 i. Roadway Striping Deta �VFQtF- speed Cuyaonx 1pproxtaaaly "S'r.ardl aR l�— (Su Fxhds LA for d.a11) 140' R—d Wlddl l eS_ffLLf_ LN. Suiped BJbout 0'. .Rh Ila W.ML.01 aI Swiped BWbo u l—emom NRS ,� �N_ = Caltrans Detail 2 Centerline (Existing) = Caltrans Detail 22 Centerline (Existing) = Caltrans Detail 27B Edgeline (Proposed) 14-108 Roadway St riping PROS CONS Improves Vehicle Position Provides Continuous Information' Can Reduce Vehicle Speeds Low Cost Construction/Maintenance Does Not Impact Emergency Response Times Reduces Accidents Driver Compliance Not Z00% May Not Be Aesthetically Pleasing Maintenance Costs 14-109 Area -Wide Preliminary Conceptual Improvements Based on the L-26 Policy Q-4�i�w.•b�o.m Grua a ..Lb+• I tiiiiiiiiiiiiiTTEd � iYRcn wo,t 14-110 1. City to provide a PETITION to the designee(s) of community with a list of homes that will need to sign the petition. (Per L-26 Council Policy) (Early October) 2. Community members will collect signatures from ]O% of residents on the roads where speed cushions will be implemented. (Per L-26 Council Policy) (Estimated Mid -December) Next S3•At the same time, RK will complete the FINAL TRAFFIC STUDY. (Mid -November) 4. Once the PETITIONS are signed and the TRAFFIC STUDY is complete, city staff will present these items to the City Council for approval. 5. After City Council approval of the TRAFFIC STUDY, staff will send out a BID TO CONTRACTORS for improvements, with the final BID RESULTS presented to City Council for approval. (Spring zozo) o �' U Z c,�c►F4��,r 14-111 Appendix C Resident Emails 14-112 From: Sent: Wednesday, September 19, 2018 8:30 AM To: Subject: Santiago Dr. Please look into this request. No call back info. Thx. From: Sent: Wednesday, Se tember :04 AM To. Cc- Subject: Rem Tree Removal Reports and WR to Remove and Grind Good mornin I was approached by a residen , requesting to have the city evaluate the street and install speed bumpswent on to say there is heavy traffic along this street and a lot of "crazy people that drive fast on this street." I informedthat I am a tree contractor for the city but I would send an email to the city arborist to pass his message along. Best regards, Arborist Disclosure Statement: Arborists are free specialists who use their education, knowledge, training and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce the risk of living near trees. Clients may choose to accept or disregard the recommendations of the arborist, or to seek additional advice. Arborists cannot detect every condition that could possibly lead to 14-113 Got a call from a concerned home owner in Dover Shores area regarding speeding. He claims over the last 1.5 years cars and trucks haullMn Santiago Drive. Has something to do with WAVE contributing as well. The shortcut app? Anyway, I believe he is right and I've noticed the same thing. I suggested speed bumps and he liked the idea. He'd be up for anything. Speed signs and the like he believes will help. The HOA over there is not very strong so I don't think they can muster up a solution to help pay for it. What steps need to be taken to confirm what he's saying? And, can we do anything about it? Thanks, 14-114 From: Sent: Thursday, July 06, 2017 6:05 PM To: Subject: FW: Speeding on Dover Dr. Please have the interns prepare a SR and WO for a "25" marking on NB Dover next to the existing speed limit sign just north of Mariners Drive. Also, a new 25 MPH sign and marking on SIB Dover Drive just south of Mariners. Both locations within the Mariners neighborhood. Thanks. From: Sent: Thursday, July 06, 2017 5:28 PM To: Subject: RE: Speeding on Dover Dr. Thanks for your note below. My guess is that their already are posted speed limit signs, but I will ask our Traffic Engineering staff to look at the road and your request. The speeding you refer to typically needs to be addressed with more enforcement. We will also be advising the Police of your concerns. Thank you for bring this to our attention. Best Re ards From• Sent: Thursday, July 6, 2017 10:24 AM To: Subject: Speeding on Dover Dr. 2 days ago a parked Maserati was smashed from behind in front of over Dr.wouses away from mine. It was shoved approximately 30 feet and stopped against a light pole. Obviously the hit and run driver was travelling at an excessive rate of speed. Just now, a car was heading southbound at a rate well over 50 MPH right in front of my house! As the streets have recently been paved and street painting is on going. Could you please have some 25 MPH signs posted and "25" painted in strategic locations along Dover Dr.? This is a residential neighborhood and not a highway! 14-115 From: To: Subject; Wwfflc Study for the Dover Shores and Mariners Neighborhoods Date; Wednesday, November 07, 2018 1:13:08 PM For the study files. Sent: Sunday, November 04, 2018 2:32 PM Subject: Neighborhood Traffic Study ror the and Mariners Neighborhoods Thank you for your letter dated October 29, 2018 regarding the impending Neighborhood Traffic Study for the Dover Shores area. My wife and I have lived in Newport Beach since the mid 1970's and in the Dover Shores area for the most part since the mid 1980'x. We currently live on Commodore Road near the intersection with Tradewinds Lane, We have one of the worst "Cut -Through" traffic situations in the area and I would hope it could be included in your study, Traffic going to work in the morning uses Commodore/Tradewinds/Baycrest Road to access Irvine Avenue, and evening traffic does the reverse, Irvine Ave./Bayerest/Tradewinds/Commodore to come home, in part to avoid the long traffic signal at Highland/20th and Irvine Avenue. The intersection of Commodore Road and Tradewinds Lane is an "elbow" right angle turn and motorists often cut the corner and drive at high speeds. Once they make the turn they often accelerate to even higher speeds along the straight section of Commodore. Cars have in the past lost control and ended up in the front yards of some of the homes on the southwestern side of the street.(205I and 2057 Commodore (toad} There a quite a number of cars parked on the street as the configuration of the "elbow" at the Tradewinds/Commodore intersection, like a cul-de-sac, has limited space between driveways for parking. We also have a number of teenage drivers, so families have multiple cars. This situation limits visibility at this intersection and makes the turning movements even more difficult. As a good poition of the Dover Shores, Baycrest, Westcliff and Mariners neighborhoods use this "Cut -Through" at all tinges of the day, we experience an excessive volume of traffic as a result. I believe this circumstance hits all the focus points of your proposed study: Traffic speeds, traffic volumes, accidents, and cut -through traffic. We have witnessed little or no Police enforcement, which I hope can be increased as a result of your study, Although I cannot attend the meeting of November 29,1 would be more than happy to discuss this with you in person or by telephone and my contact information is provided below. Regards, 14-116 6 X NO Subject: ar or Highlands/Mariners Traffic Date: Wednesday, November 07,20181:12:31 PM For the study files, From, Sent: Monday, November 05, 2018 7;15 PM To ms Subject: Harbor Highlands/Mariners Traffic We recently received your letter regarding a neighborhood traffic study for Dover Shores/Mariners neighborhoods and this led me to understand that you may be in charge of traffic matters for our neighborhood. The one comment that I would have for you relates to 2 separate 4 way interchanges in our neighborhood -1) the intersection of Beryl and Kathleen and 2) the intersection of Vivian and Deborah. In both cases, we have 4 way interchanges that do not have either a stop sign or yield sign on any corner. It would seem to me that at feast having a yield sign on one street at each intersection would be a reasonable safety precaution. Most drivers find it highly unusual and are unsuspecting when they come upon an intersection without a stop or yield sign as they presume that the cross -street must have either a stop or yield sign. Thanks for your consideration. *****Any tax advice included in this communication may not contain a full description of all relevant facts or a complete analysis of all relevant tax issues or authorities. This communication is solely for the intended recipient's benefit and may not be relied upon by any other person or entity. ***** This message (including any attachments)contains confidential information intended for a specific individual and purpose, and is protected by lave. If you are not the intended recipient, you should delete this message and any disclosure, copying, or distribution of 14-117 From: To: Subject: FW: hover Shares & Mariners Neighborhood Traffic Study Date: Wednesday, November 07, 2018 1:11:41 PM For the study files. From: IN I � 1111110112M Sent: Wednesday, November 07, 2018 1:08 PM To: Subject: Dover Shores & Mariners Neighborhood Traffic Study Good afternoon I won't be able to attend next Thursday's meeting however, I wanted to pass along a small piece of information I thought might be useful. Years ago, the traffic lights off Irvine Blvd were recalibrated to delay left-hand turns into Dover Shores with the desired goal of allowing traffic to flow more rapidly down Irvine Ave. While I certainly understand the goal of that change, one negative result is many people stopped using signalized intersections, specifically Highland Dr, and Dover Dr., to enter Dover Shores and instead started using secondary streets such as Francisco Dr., Baycrest Rd and E. Linda Lane. The result removed cars from the wider streets designed for larger amounts of traffic (including dips to slow cars down) and instead, put more cars on tertiary neighborhood streets. While this may not be the point of yourtraffic study, I noticed a dramatic increase in households putting up slow down, kids at play, etc. type signs trying to monitor the new increase of traffic. Fortunately, I don't live on any of the affected streets however, I am one of the many that use them.., I now turn left Baycrest Road, right onto Commodore Road, right onto Mariners and left onto Highland Dr. rather than turning left on Highland Dr. due to the slow signal. As mentioned, this may not affect or be the point of your survey whatsoever, but simply wanted to provide this information for your knowledge. Thanks for your time and expertise, best of luck in your study. This email does not constitute an acceptable offer and does not evidence any intention by sender to enter into a contract or agreement until a more formal and definitive written contract between the parties is fully executed. The email, including any attachments, is for the sole use of the intended recipient(s) and may contain information that is confidential and protected by law from unauthorized disclosure. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. 14-118 Brine, Tony From: Sent: Wednesday, November 08 207 7:55 AM To: Cc: Subject: Fwd: requesting a traffic study, please -------- Original messy e -------- From: Date: 1117117 7:32 PM GMT -08:00 To: Subject: requesting a traffic study, please I am a resident of Dover Shores and my address i I am writing to request a traffic study on my street or better yet, I would love it if we could add speed bumps up and down Dover Drive inside Dover Shores. Drivers use our street as a short cut to avoid traffic on big Dover Drive and they drive up to 50-55 mph. I would love it if an officer would sit in my driveway and hand out tickets all day ... maybe that would slow some people down. We have children, bikes, walkers, joggers and dogs who are put at risk by these speeding cars. Some days I have trouble pulling into my own driveway because cars come up so fast behind me. My family and I tend to park in front of our house but need to be very careful getting in and out of our cars due to the high rate of speed of the cars passing by. Please help us before there is an accident. Thank you, 14-119 From: To: Cc: Subject: $:Galaxy D Date: Thursday, November 08, 2018 10:08:23 AM From Sent: Thursday, November 08, 2018 7;42 AM To: Subject: Galaxy Drive speed I received your notice regarding the Neighborhood Traffic Study for Dover Shores and wanted to bring to your attention the need to study the speed of traffic on Galaxy Drive between Santiago and Mariners Drive. Along this stretch of roadway, Galaxy Drive is a single -loaded street. This creates an apparent sense of freedom to speed. Can the City study traffic speeds along this section of Galaxy Drive? Thank you. 14-120 From,. To: Subject: FW: Dover Shores Traffic Study Date: Thursday, November 08, 2018 3;50:13 PM For the study file. From: Sent: Thursday, November 08, 2018 3:25 PM To: Subject: Dover Shores Traffic Study Thank you for the notification of the proposed traffic study in our neighborhood. I will not be able to attend the Town Hall meeting on November 29, but there are a few issues I hope will be addressed. Little Dover Drive is a main thoroughfare for bicycling school children, This is especially an issue between 8 am and 9 am and 2;30 pm to 4:00 pm. In addition, the Jr. Lifeguards use this road extensively during the summer months. Cars routinely exceed 40 mph along this stretch. There have been several accidents involving speeding cars hitting parked cars along Dover. My rear view mirror was destroyed earlier this summer by a hit and run driver. I would support speed bumps along Dover. The ones on 16th street are an example of residential speed bumps that don't seem to affect emergency response. I'm not sure signs are the answer, but additional indicators of the speed limit couldn't hurt. Also enforcement of the speed limit should be an element of traffic control. I am looking forward to documentation of the focus of the study and of course the report of findings of the study and the mitigation measures recommended. I hope that this information becomes readily available. Sincerely, 14-121 From: Sent: Thu rs av, ovember 29,--2016 10:2 / AM To: Cc: Subject: FW: Neighborhood raffic Study Another e-mail for the records. -----Original Message---- Sent: Thursday, November 29, 2018 9:15 AM Subject: Neighborhood Traffic Study Good mornin Thank you for your letter regarding tonight's Town Hall meeting to discuss neighborhood traffic. We are unable to attend so are offering our suggestion as Newport Beach residents. We are in the Dover Shores area and the traffic on Nottingham Road is substantially high. That is because it is somewhat of a collector street. Many residents walk the street throughout the day and evening and Nottingham is well traveled by children on bikes to and from Mariners School. It is frequent that drivers travel so fast they could not slow down for unforeseen pedestrians, etc..... Unfortunately, I suspect the fast drivers are local residents who know it is a long block from Highland Drive to Dover, passing Warwick Lane on the right when traveling westbound on Nottingham Road. To slow down the speed of vehicles on Nottingham Road I suggest stop signs (versus speed bumps) in both directions on Nottingham Road at the Warwick Lane intersection. Thank you. 14-122 Rogier Goedecke From: Brine, Tony <tbrine@newportbeachca.gov> Sent: Monday, December 03.2Ol85k17AK8 To: Rod rigua4Adrian; Rng|erGoedocke Subject: FW: Traffic Study: images of('|tfie")Dover Drive Bike R�dem Please see the e-mail below for review as part of the study. Thanks. Tony Brine, P.E^'T.E^ City Traffic Engineer 100 Civic Center Drive Newport Beach, CA9266O Phone: (949)844'332g -__- . �_--___�—_____........ ___---__ Fnorn� Sent. Friday, November 30, 2U182:38 PM To: Brine, Tony ^tbr|ne@nevv9nrYbeachca.gov> cc Subject: Traffic Study; |nnoQeo of ("little") Dover Drive Bike Riders Tony: it was a pleasure meeting with you last night, my wife Leslie and I are really excited that a comprehensive traffic study is underway for the area welive in, Last night I had mentioned that many streets in Dover Shores and particularly little Dover Drive have lots nfbike traffic. Mariners atDover |samain Intersection to&8ahncrsElementary and many students ride South on Little Dover to Westcliff every day to reach Newport Harbor and Ensign Middle School, Attached are images form 7:3Othis morning ay|travelled North onDover. You will see two groups ufkids intypical groups riding. The second couple ofshots shows atruck behind the boys and then another red bug behind the truck. Shortly after taking the photo the truck crossed over the middle line and passed the kids on the wrong side of the sinasd. I understand why, but clearly this points to the issue of design, safety and shared access with bikes, pedestrians and autos, I look forward to continuing the dialogue. Best regard 5, ' 1 , A, � ��1 1 �, � tir yyr-r'� II . F ►' ' +`.', M' �,;? � .,,ti:i!'� ti,; i. � � ti's; `t , e t i11 .'vl 51 ' 1 i rs+rr ,3 - / 5 i _ • —��� ' r 1 r 5 `1� L 14-124 - Alz 1; Tj Wr 4. le - Mi Y d. 16 Ir m t4k I A% -- 14-125 AL. Jt Rogier Goedecice From: Rodriguez, Adrian <arodriguez@newportbeachca.gov> Sent: Tuesday, April 30, 2019 4:56 PM To: Rogler Goedecke Cc: Bob Kahn; Brine, Tony Subject: RE: Mariners and Dover Shores Neighborhood Traffic Calming Study, City of Newport Beach ( ) Attachments: Merged Documents6_375.pdf Hi Rogier, On a different note, we received several emails from citizens who can't make this upcoming meeting, but wanted to submit comments. I have attached a pdf with all of their comments for your use in the report. There was also one additional call with details as follows: Who: M. Comments: Stated that Westcliff/Dover should be reviewed as part of the report for potential traffic calming Claims that several high performance vehicles use the intersection and that we should consider road noise as well as speed/ADT in our review. While I told him that we don't generally review noise as part of L-26, I agreed that we forward his comment to you and would definitely keep it in mind in case other neighbors have similar comments. I gave you every email that I received, but you will probably notice that some residents requested the final report. I notified those residents that we have not completed the report at this time, but that we will make it available for their review once it is complete. Feel free to lot me know if you have any further questions or concerns relating to any of this and I will be happy to help. Regards, Adrian Rodriguez Assistant Engineer City of Newport Beach Public Works Department Email: arodriguez@newportbeachea.gov Tel: (949) 644-3345 From: Rogier Goedecke [mailt Sent: Tuesday, April 30, 2019 4: To: Rodriguez, Adrian <arodriguez@newportbeachca.gov> Cc: Bob Kahn <rl<@rkengineer.com>; Brine, Tony <tbrine@newportbeachca.gov> Subject: RE: Mariners and Dover Shores Neighborhood Traffic Calming Study, City of Newport Beach (JN:0559-2018-01 / RK15123) Fantastic! Thanks for organizing it! Should be a productive meeting 14-127 From: Sent: Monday, April 29, 2019 1:08 PM To: Rodriguez, Adrian Subject: Dover Shores Traffic Problem A significant amount of traffic dawn Santiago to Galaxy to Polaris to North Star is due to the Aquatic Center, which should never have been allowed in a residential area, I live on the corner of Santiago/Galaxy/Polaris, so I know the problem well. Many autos with trailers of boats go by frequently, as well as multitudes of cars. Every evening, multiple strings of 6-7 cars at a time come up Polaris, turn left on Galaxy, then right on Santiago. To solve the traffic problem, the Aquatic Center should be relocated on the east side of the bay. Back Bay road does not impact residents. gWne F�- 14-128 6 From; Sent: Monday, April 29, 2019 12:58 PM To: Rodriguez, Adrian g Cc: Subject: Town Hall Meeting / 05-02-19 re: Mariners/Dover Shores Traffic Calming Study Good afternoon, Mr. Rodriguez. My name is reside at in the Mariners/Dover Shores neighborhood. I received your letter this weekend and I appreciate the invite to attend your meeting. Unfortunately, l will be working in Hawaii this week and cannot attend. 1 wasn't able to attend the first meeting you had, also due to work travel. I would like to share my own observations with you - ones that I have shared with a variety of Newport Beach police officers as well. I have noticed that in the last 6 months, drivers of all sexes, ages and races have ZERO regard for the several stop signs in our neighborhood. I notice people constantly running through the sections without stopping (while I am either driving myself, or walking my dog). This is getting absolutely ridiculous that there is ZERO enforcement! These people don't even have the courtesy to at least attempt the old "California Stop" (the slow rolling through an intersection). These constant violations are occurring daily at the following locations: • Mariners & Dover across from Mariners Elementary School • The entry way off of Dover & Westcliff going into the community • Westcliff & Santiago • Highland & Mariners • Santiago & Nottingham • Polaris & Galaxy 14-129 In addition those violations, you should see high rates of speed that drivers use on Polaris and Galaxy, It's almost too dangerous to walk or ride a bike. I would very much like to see more police presence and more citations written for these egregious violations. It really seems to me that civilians flaunt the law do not care and 1 find it hard to believe that the police have not taken some action. Feel free to share my email with whomever at the meeting. Thank you for your time and attention my email, sir. 1 look forward to your response. 14-130 r .kf;.. w -."Y 77 7, r VITT- Sent: Sunday, April 28, 2019 6:33 PM To: Rodriguez, Adrian Subject: Dovershores Traffic Study Are the results of the study available to review prior to the townhall meeting Thursday? Thanks, 14-131 Sent: Friday, April 26, 2019 1:1.8 PM To: Rodriguez, Adrian Subject: Traffic Calming Study Adrian Is it possible to obtain a copy of the Mariners/Dover Shores Neighborhood Traffic Calming Study prior to the town hall meeting on 5.2.19 If so please send a PDF copy to this email address Thanks 14-132 Sent: Friday, April 26, 2019 8:39 AM To: Rodriguez, Adrian Subject: town hall meeting Adrian, Thank you for having another Town Hall Meeting. I will be out of town and therefore unable to attend. You may want to speak to the police officer who was walking across Santiago this morning and was almost hit by a speeding white Lexus. The female driver continued to speed and not even slow down for the stop sign. I then lost sight of her due to her speed. The officer had a shocked look on his face. Good luck with the meeting. Regards, 14-133 � Rr '�. � � •.Ides � �., �� 'b:1' .,d i�-_:� r+ Sent: Thursday, April 25, 2019 5:17 PM To: Rodriguez, Adrian Subject: Town Hall Meeting Dear Mr. Rodriguez, Thanks for your invitation. While you are trying to show concern for Newport Beach citizens, I hope it is not a cover-up for what bribed Supervisors are getting ready to give to their buyers more privileges at the S.A. Airport. I have been bombarded with airplane noise for 33 years here in 1945 Santiago Dr. and given up hope to see any responsible government to take action. Are we being fooled again? 14-134 From: Sent: Wednesday, May 01, 2019 4:01 PM To: Rodriguez, Adrian Subject: Mariners/Dover Shores Traffic Calming Study Hello Adrian, I was pleased to receive your notice in our mail regarding the town hall meeting to discuss traffic calming in Dover Shores, I am unable to attend the meeting but would like to share my experience on our street Tradewinds Lane. Tradewinds runs parallel to Irvine Ave and is only one street interior so people use our street as a thoroughfare to avoid Irvine avenue and often speeding above 50mph. It is incredibly unsafe for all the young children on our street (20+ kids under 5). A 4 way stop sign at Francisco and Tradewinds would likely alleviate some of the speeding as it would no longer be a straight shot for 4 blocks. Another alternative would be to add medians like Costa Mesa did on Broadway in Eastside. That slowed down the speeders tremendously. Thank you for your consideration and I can be reached at any time to discuss further. Thank you, VON" 14-135 Rogier Goedecke From: Rodriguez, Adrian <arodriguez@newportbeachca.gov> Sent: Thursday, May 02, 2019 8:80 AM To: Rogier Goedecke Cc: Brine, Tony; Bob Kahn Subject: Mariners/Dover Shores Traffic Calming Study - Additional resident Comernnts Attachments: Mariners -Dover Shores Traffic Calming Study,pdf Hi Rogier, just received 2 more resident comments. Please see attached and below for your use: Who: No address given Comments: Stated that Polaris near the NAC should be reviewed as part of the study. Claims that NAC users often speed up and down the road as they drive to and from the NAC. Thanks 14-136 Rogier Goedecke From: Rodriguez, Adrian <arodriguez@newportbeachca.gov> Sent: Thursday, September 05, 2019 10:55 AM To: Rogier Goedecke Cc: Brine, Tony Subject: FW: Mariners/Dover Shores Traffic Calming Study Hi Rogier, Just wanted to send over another resident's comments to include as part of the study. Thanks! Adrian Rodriguez Assistant Engineer City of Newport Beach Public Works Department Email: a rod rieuezPnewoortbeachca.eov Tel: (949) 644-3345 From: Sent: Thursday, September 05, 2019 9:58 AM To: Rodriguez, Adrian <arod riguez@newportbeachca.gov> Subject: Re: Mariners/Dover Shores Traffic Calming Study Thank you ... it would be great if you could pass along to the consultants the following comments regarding the 4 way stop at Mariners Drive & Santiago Drive in Dover Shores: 1. No cars EVER stop at the 4 way stop. 2. Cars race so fast down Santiago Drive 24 hours per day. It's very scary since we have young kids and adults walking, riding bikes and playing in neighborhood. I am sure the City will not allow speed bumps, but that would be a great step towards a solution. 3. Cars do burn out circles in the intersection at night at high speeds. 4. I have witnessed several cars almost hitting pedestrians or bicyclists as they cross the intersection ... very scary. This has gone on for the 20 years that we've lived here and it needs to be address resolved, and must stop. 5. A smaller issue is that cars do not allow me to back out of our driveway because they are going so fast in a rush to get to their locations down the street and NAC. I really hope that something is being done about this intersection. It is disturbing to watch the flagrant violations of the drivers not even attempt to slow down at a stop sign. And racing as fast as they can down the street. Hopefully someone has monitored this intersection and watched how scary this intersection is on a daily basis at all hours of the day. 14-137 If anyone would like to speak with me further, I can be reached at 919-463-3724. Thanks so much, On Sep 5, 2019, at 9:15 AM, Rodriguez, Adrian<arodriiauezn,nervtsortbeachea.izov> wrote: Hi, We have been working with our consultant to come up with preliminary conceptual improvements that will be ready at the time of the meeting. Unfortunately we won't have the concepts ready before the meeting. We will, however, post the presentation from the meeting here: htt s: www.new ortbeachca. ov overnment d( artmgnLs ublic-works transortation Right now, the link on that page still shows the presentation from our last town hall meeting, but we will upload the presentation from the September 12 meeting a few days after the meeting is concluded. That being said, if you have any further comments regarding the intersection of Mariners Drive and Santiago Drive, or any other area of the neighborhood I would be happy to forward on your comments to our consultant so that they can be incorporated into the study. We appreciate your interest in the project. Regards, Adrian Rodriguez Assistant Engineer City of Newport Beach Public Works Department Email: arodri uez new ortbeachca. ov Tel: (949) 644-3345 From: H [_._ ] Sent: Thursday, September 05, 2019 7:56 AM To: Rodriguez, Adrian <arodri uez newartbeachca. Iov> Subject: Mariners/Dover Shores Traffic Calming Study Hi ... 1 am a resident in Dover Shores, at the scary intersection of Mariners Drive & Santiago Drive (people don't stop at the 4 -way stop sign ever and they speed at such fast speeds down Santiago Drive). Unfortunately, I will be out of town when the town hall meeting is held on 9/12/19. is there any information you can send me so I can see what the City has planned for calming the traffic issues in our neighborhood. Thanks so much, Santiago Drive Newport Beach, CA 92660 14-138 Appendix D Collision Data 14-139 Traffic Collision Reports (09/2008-08/2018) Newport Beach Police Department O = hit fixed object; P = hit parked vehicle; B = bicycle(s) involved; V = hit (non -parked) vehicle 14-140 Report Number Date Time Age o Party at Fault Location Type Comments Primary Collision Factor 1 18004518 6/12/2018 10:15 35 Santiago Dr. 27 ft. W of Galaxy Dr. O Hit fire hydrant while making right turn 22107 Unsafe turning movement 2 09-6130 6/27/2009 1:00 Santiago Dr. 295 ft. S of Galaxy Dr. P Rear end 22107 20002(a) Unsafe turning movement Misdemeanor hit and run 3 13-03778 5/8/2013 22:40 57 Santiago Dr. 139 ft. E of Galaxy Dr. P Sideswipe; under the influence 23152(a) DUI 4 15004066 5/16/2015 17:03 35 Galaxy Dr. 150 ft. N of Santiago Dr. O Hit concrete light pole while backing 22106 Starting or backing when unsafe 5 16002027 3/9/2016 13:54 46 Santiago Dr. 109 ft. N of Holiday Dr. B Hit while making a left turn by bicycle passing on left 21750(a) Unsafe passing on the left 6 17004971 6/21/2017 16:54 43 Santiago Dr. 80 ft. N of Antigua Way O Hit curb and tree and tipped over; under the influence 23152(a) 22107 DUI Unsafe turning movement 7 18006710 8/17/2018 17:16 75 Santiago Dr. 114 ft. S of Antigua Cir O Hit tree and tree fell and hit another vehicle 22350 Unsafe speed 8 10-6791 7/15/2010 11:32 18 Mariners Dr. 200 ft. W of Santiago Dr. V Broadsided; made left from parked to enter traffic 22106 Enter traffic from parked position when unsafe 9 11-09983 11/16/2011 8:51 17 Mariners Dr. 41 ft. E of Santiago Dr. V Rear end 22350 Unsafe speed 10 13-03098 4/17/2013 3:00 Mariners Dr. 21 ft. W of Santiago Dr. O Hit fire hydrant 22350 20002(a) Unsafe speed Misdemeanor hit and run 11 10-7671 8/6/2010 20:44 16 Westcliff Dr. 137 ft. W of Santiago Dr. O Hit street light pole while making left turn 22107 Unsafe turning movement 12 14006602 8/19/2014 10:37 70 Westcliff Dr. 97 ft. W of Santiago Dr. P Rear end; parked vehicle jolted and hit 2 pedestrians 22350 Unsafe speed 13 09-09023 9/6/2009 21:55 14 Mariners Dr. 270 ft. W of Highland Dr. B Rear end; texting while driving bicycle; ejected 22350 23123.5 Unsafe speed Texting while operating a vehicle 14 13-07573 9/2/2013 6:59 17 Mariners Dr. 61 ft. N of Highland Dr. 0 Hit curb while making unsafe left turn 22107 Unsafe turning movement/ failure to maintain straight course 15 15005573 6/30/2015 11:17 37 Mariners Dr. 370 ft. E of Galaxy Dr. B Bicyclist could not brake on time and fell 22350 Unsafe speed 16 11-0505 1/17/2011 11:39 64 Highland Dr. 465 ft. S of Estelle Ln. V Backed into vehicle going forward 22106 Starting or backing when unsafe 17 09-2126 3/8/2009 1:00 24 Highland Dr. 195 ft. N of Marian Ln. O Hit tree; under the influence 23152(a) 22107 20002(a) DUI Unsafe turning movement Misdemeanor hit and run 18 11-09795 11/9/2011 1:57 Highland Dr. 12 ft. N of Marian Ln. O Hit shrubs 22350 20002(a) Unsafe speed Misdemeanor hit and run 19 12-08652 10/3/2012 1:38 22 Highland Dr. 17 ft. N of Westcliff Dr. O Hit concrete curb and fire hydrant while making left turn; under the influence 23152(a) 20002(a) 22107 DUI Misdemeanor hit and run Unsafe turning movement 20 08-10136 9/9/2008 22:44 17 Westcliff Dr. at Highland Dr. O Hit fence 22350 Unsafe speed 21 08-10496 9/19/2008 19:25 44 Westcliff Dr. at Highland Dr. B Hit bicycle while making left turn 21830(a) failure to yield right-of-way to approaching vehicles 22 09-01687 2/22/2009 14:40 28 Polaris Dr. 426 ft. S of Galaxy Dr. P Rear end; under the influence 23152(a) 20002(a) 22107 DUI Misdemeanor hit and run Unsafe turning movement 23 18004830 6/22/2018 11:39 56 Polaris Dr. 11 ft. S of White Cliffs Dr. B Sideswipe; electronic bicycles; while making right turn 22107 Unsafe turning movement 24 18005859 7/22/2018 8:26 29 Polaris Dr. 60 ft. S of White Cliffs Dr. B Lost control going downhill, fell and ejected 22350 Unsafe speed 25 09-2264 3/12/2009 16:04 16 White Cliffs Dr. at Polaris Dr. B Bicyclist riding on sidewalk; hit stopped vehicle; broadside 21202(a) 22350 Failure to maintain the right most portion of the roadway Unsafe speed 26 10-03318 4/14/2010 17:01 Polaris Dr. 396 ft. S of Morning Star Ln. P Sideswipe 22107 20002(a) Unsafe turning movement Misdemeanor hit and run 27 13-09334 11/3/2013 18:21 17 Polaris Dr. 212 ft. N of Morning Star Ln. O Hit curb; drove on sidewalk; sideswiped parked car; damaged landscaping; sent large boulder to hit another parked car; tipped over 22350 Unsafe speed O = hit fixed object; P = hit parked vehicle; B = bicycle(s) involved; V = hit (non -parked) vehicle 14-140 Appendix E-1 ADT and Speed Data Thursday, February 7, 2019 14-141 City of Newport Beach Baycrest Road S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB003 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 1 4 239 214 585 214 585 406 824 0 12 431 799 799 1230 Total 12:15 0 2 AM Peak 1 11 - 08:45 - - - - - Vol. 46 12:30 0 6 P. H. F. 0.676 0 14 PM Peak - 02:45 12:45 0 8 1 20 0 10 1 47 2 67 01:00 0 10 55.5% 26.8% 0 11 01:15 0 4 0 11 01:30 0 10 0 11 01:45 0 4 0 28 0 8 0 41 0 69 02:00 0 4 0 11 02:15 0 7 0 15 02:30 1 6 0 22 02:45 0 7 1 24 0 17 0 65 1 89 03:00 0 11 0 14 03:15 0 6 0 22 03:30 0 12 0 22 03:45 2 7 2 36 0 8 0 66 2 102 04:00 0 5 0 19 04:15 0 8 0 15 04:30 0 9 0 29 04:45 0 8 0 30 0 26 0 89 0 119 05:00 0 5 0 19 05:15 4 7 2 19 05:30 3 5 0 21 05:45 3 6 10 23 1 25 3 84 13 107 06:00 1 8 1 21 06:15 2 7 2 17 06:30 5 9 0 19 06:45 7 3 15 27 6 15 9 72 24 99 07:00 6 4 7 11 07:15 4 4 2 191 1 07:30 7 4 8 12 1 1 07:45 8 3 25 15 9 15 26 57 51 72 08:00 9 3 9 11 08:15 15 5 6 81 1 1 08:30 5 1 16 81 1 1 08:45 17 4 46 13 13 10 44 37 90 50 09:00 6 3 11 3 09:15 9 4 14 6� 09:30 8 4 18 1 09:45 5 3 28 14 9 5 52 15 80 29 10:00 9 2 7 2 10:15 9 1 11 4 10:30 3 5 5 3 10:45 7 0 28 8 9 1 32 10 60 18 11:00 7 0 15 1 11:15 121 10 1 11:30 5 0 12 0 11:45 12 0 36 1 10 0 47 2 83 3 Total 192 239 192 239 214 585 214 585 406 824 Combined 431 431 799 799 1230 Total AM Peak 08:00 - - - 08:45 - - - - - Vol. 46 - - 56 - P. H. F. 0.676 0.778 PM Peak - 02:45 - - 04:30 Vol. - 36 - - 93 P. H. F. 0.750 0.802 Percentag 44.5% 55.5% 26.8% 73.2% e ADT/AADT ADT 1,230 AADT 1,230 14-142 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB014 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 3 0 1 0 0 0 0 0 0 0 0 0 0 0 4 06:00 2 0 1 2 0 0 0 0 0 0 0 0 0 0 5 07:00 2 2 5 3 2 0 0 0 0 0 0 0 0 0 14 08:00 5 2 5 7 3 0 0 0 0 0 0 0 0 0 22 09:00 1 1 0 2 2 0 0 0 0 0 0 0 0 0 6 10:00 2 0 4 9 1 0 0 0 0 0 0 0 0 0 16 11:00 0 1 6 9 3 0 0 0 0 0 0 0 0 0 19 12 PM 0 1 4 5 2 0 0 0 0 0 0 0 0 0 12 13:00 3 2 1 15 8 0 0 0 0 0 0 0 0 0 29 14:00 5 1 3 13 3 0 0 0 0 0 0 0 0 0 25 15:00 4 5 11 14 0 0 0 0 0 0 0 0 0 0 34 16:00 3 2 9 10 3 0 0 0 0 0 0 0 0 0 27 17:00 1 1 8 11 4 0 0 0 0 0 0 0 0 0 25 18:00 0 1 6 6 2 1 0 0 0 0 0 0 0 0 16 19:00 0 0 4 8 1 1 0 0 0 0 0 0 0 0 14 20:00 1 1 4 6 0 0 0 0 0 0 0 0 0 0 12 21:00 0 0 3 5 2 1 0 0 0 0 0 0 0 0 11 22:00 0 0 1 2 2 1 0 0 0 0 0 0 0 0 6 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 33 21 76 127 38 4 0 0 0 0 0. 0. 0 0. 299 Daily 15th Percentile : 17 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 33 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 203 Percent in Pace : 67.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-143 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB014 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 06:00 5 0 1 2 2 0 0 0 0 0 0 0 0 0 10 07:00 1 0 5 27 5 0 0 0 0 0 0 0 0 0 38 08:00 3 5 16 19 6 2 0 0 0 0 0 0 0 0 51 09:00 2 0 4 12 8 0 0 0 0 0 0 0 0 0 26 10:00 3 2 6 11 4 2 0 0 0 0 0 0 0 0 28 11:00 2 2 2 11 6 1 0 0 0 0 0 0 0 0 24 12 PM 1 0 4 15 13 1 0 0 0 0 0 0 0 0 34 13:00 1 1 8 17 3 1 0 0 0 0 0 0 0 0 31 14:00 6 4 5 24 15 1 0 0 0 0 0 0 0 0 55 15:00 3 1 13 24 8 0 0 0 0 0 0 0 0 0 49 16:00 3 3 16 22 6 1 0 0 0 0 0 0 0 0 51 17:00 4 2 9 29 12 1 0 0 0 0 0 0 0 0 57 18:00 0 0 6 28 6 0 0 0 0 0 0 0 0 0 40 19:00 0 0 7 19 3 1 0 0 0 0 0 0 0 0 30 20:00 0 1 3 12 4 2 0 0 0 0 0 0 0 0 22 21:00 0 0 1 6 0 0 0 0 0 0 0 0 0 0 7 22:00 0 0 1 1 3 0 0 0 0 0 0 0 0 0 5 23:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 Total 35 21 108 285. 105. 13 0 0 0 0 0. 0. 0 0. 567 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 393 Percent in Pace : 69.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-144 14-145 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB014 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 2 1 0 0 1 0 0 0 0 0 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 3 0 1 3 0 0 0 0 0 0 0 0 0 0 7 06:00 7 0 2 4 2 0 0 0 0 0 0 0 0 0 15 07:00 3 2 10 30 7 0 0 0 0 0 0 0 0 0 52 08:00 8 7 21 26 9 2 0 0 0 0 0 0 0 0 73 09:00 3 1 4 14 10 0 0 0 0 0 0 0 0 0 32 10:00 5 2 10 20 5 2 0 0 0 0 0 0 0 0 44 11:00 2 3 8 20 9 1 0 0 0 0 0 0 0 0 43 12 PM 1 1 8 20 15 1 0 0 0 0 0 0 0 0 46 13:00 4 3 9 32 11 1 0 0 0 0 0 0 0 0 60 14:00 11 5 8 37 18 1 0 0 0 0 0 0 0 0 80 15:00 7 6 24 38 8 0 0 0 0 0 0 0 0 0 83 16:00 6 5 25 32 9 1 0 0 0 0 0 0 0 0 78 17:00 5 3 17 40 16 1 0 0 0 0 0 0 0 0 82 18:00 0 1 12 34 8 1 0 0 0 0 0 0 0 0 56 19:00 0 0 11 27 4 2 0 0 0 0 0 0 0 0 44 20:00 1 2 7 18 4 2 0 0 0 0 0 0 0 0 34 21:00 0 0 4 11 2 1 0 0 0 0 0 0 0 0 18 22:00 0 0 2 3 5 1 0 0 0 0 0 0 0 0 11 23:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 Total 68 42 184 412 143 17 0 0 0 0 0. 0. 0 0. 866 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 596 Percent in Pace : 68.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-145 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 06:00 0 0 2 1 1 0 0 0 0 0 0 0 0 0 4 07:00 5 1 5 6 1 0 0 0 0 0 0 0 0 0 18 08:00 0 1 7 6 6 0 0 0 0 0 0 0 0 0 20 09:00 2 0 1 3 2 1 0 0 0 0 0 0 0 0 9 10:00 2 0 2 6 5 0 0 0 0 0 0 0 0 0 15 11:00 2 2 0 9 2 0 0 0 0 0 0 0 0 0 15 12 PM 0 1 3 3 1 0 0 0 0 0 0 0 0 0 8 13:00 0 0 1 9 9 1 1 0 0 0 0 0 0 0 21 14:00 3 1 4 7 3 0 0 0 0 0 0 0 0 0 18 15:00 0 1 3 6 5 0 0 0 0 0 0 0 0 0 15 16:00 0 2 5 5 7 3 0 0 0 0 0 0 0 0 22 17:00 4 1 0 9 3 0 0 0 0 0 0 0 0 0 17 18:00 2 1 3 6 3 1 0 0 0 0 0 0 0 0 16 19:00 2 0 1 4 0 0 1 0 0 0 0 0 0 0 8 20:00 1 0 3 3 2 1 0 0 0 0 0 0 0 0 10 21:00 4 1 2 4 1 0 0 0 0 0 0 0 0 0 12 22:00 0 0 1 1 3 0 0 0 0 0 0 0 0 0 5 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 27 12 43 92. 55. 7 2 0 0 0 0. 0. 0 0. 238 Daily 15th Percentile : 18 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 147 Percent in Pace : 61.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-146 14-147 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 3 0 0 0 0 0 0 0 0 0 0 4 06:00 5 0 0 2 1 1 0 0 0 0 0 0 0 0 9 07:00 7 3 4 9 4 1 0 0 0 0 0 0 0 0 28 08:00 1 5 12 5 7 0 1 0 0 0 0 0 0 0 31 09:00 6 2 6 12 8 1 0 0 0 0 0 0 0 0 35 10:00 4 0 4 12 4 1 0 0 0 0 0 0 0 0 25 11:00 5 1 4 9 8 2 1 0 0 0 0 0 0 0 30 12 PM 1 2 3 17 8 3 0 0 0 0 0 0 0 0 34 13:00 0 1 7 8 10 2 1 0 0 0 0 0 0 0 29 14:00 4 2 8 15 17 4 1 0 0 0 0 0 0 0 51 15:00 4 1 10 18 9 4 0 0 0 0 0 0 0 0 46 16:00 2 3 15 27 22 3 1 0 0 0 0 0 0 0 73 17:00 1 2 13 28 24 2 0 0 0 0 0 0 0 0 70 18:00 4 1 4 21 15 2 0 0 0 0 0 0 0 0 47 19:00 3 0 7 20 10 2 0 0 0 0 0 0 0 0 42 20:00 1 2 6 11 4 2 0 0 0 0 0 0 0 0 26 21:00 1 0 3 6 2 0 0 0 0 0 0 0 0 0 12 22:00 0 0 0 3 2 0 0 0 0 0 0 0 0 0 5 23:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 Total 49 26 107 226. 156 30. 5 0 0 0 0. 0. 0 0. 599 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 382 Percent in Pace : 63.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-147 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 6 1 0 0 0 0 0 0 0 0 0 8 06:00 5 0 2 3 2 1 0 0 0 0 0 0 0 0 13 07:00 12 4 9 15 5 1 0 0 0 0 0 0 0 0 46 08:00 1 6 19 11 13 0 1 0 0 0 0 0 0 0 51 09:00 8 2 7 15 10 2 0 0 0 0 0 0 0 0 44 10:00 6 0 6 18 9 1 0 0 0 0 0 0 0 0 40 11:00 7 3 4 18 10 2 1 0 0 0 0 0 0 0 45 12 PM 1 3 6 20 9 3 0 0 0 0 0 0 0 0 42 13:00 0 1 8 17 19 3 2 0 0 0 0 0 0 0 50 14:00 7 3 12 22 20 4 1 0 0 0 0 0 0 0 69 15:00 4 2 13 24 14 4 0 0 0 0 0 0 0 0 61 16:00 2 5 20 32 29 6 1 0 0 0 0 0 0 0 95 17:00 5 3 13 37 27 2 0 0 0 0 0 0 0 0 87 18:00 6 2 7 27 18 3 0 0 0 0 0 0 0 0 63 19:00 5 0 8 24 10 2 1 0 0 0 0 0 0 0 50 20:00 2 2 9 14 6 3 0 0 0 0 0 0 0 0 36 21:00 5 1 5 10 3 0 0 0 0 0 0 0 0 0 24 22:00 0 0 1 4 5 0 0 0 0 0 0 0 0 0 10 23:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 Total 76 38 150 318. 211 37 7 0 0 0 0. 0. 0 0. 837 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 529 Percent in Pace : 63.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-148 City of Newport Beach Dover Drive N/ Westcliff Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB007 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 0 13 311 407 311 407 561 1004 2 8 Total 12:15 0 14 718 1565 AM Peak 0 12 07:30 - - - - - Vol. 72 12:30 0 8 P. H. F. 0.720 0 14 PM Peak - 02:45 - 12:45 0 13 0 48 1 9 3 43 3 91 01:00 0 15 70.5% 43.3% 0 11 01:15 0 11 0 10 01:30 0 40 0 11� 01:45 0 16 0 82 0 9 0 41 0 123 02:00 0 10 0 10 02:15 0 13 0 11 02:30 0 21 0 15 02:45 0 28 0 72 0 15 0 51 1 0 1231 03:00 0 28 0 13 03:15 0 23 0 11 03:30 0 23 1 141 1 03:45 0 18 0 92 0 23 1 61 1 153 04:00 0 19 1 6 04:15 0 18 0 14 04:30 2 17 0 9 04:45 0 15 2 69 2 11 3 40 5 109 05:00 0 21 2 11 05:15 1 18 1 15 05:30 0 19 3 22 05:45 1 17 2 75 2 9 8 57 10 132 06:00 1 18 4 15 06:15 2 16 4 14 06:30 3 8 8 7 06:45 3 18 9 60 4 14 20 50 29 110 07:00 3 13 8 8 07:15 10 12 13 41 1 07:30 5 4 22 7 1 1 07:45 21 10 39 39 17 7 60 26 99 65 08:00 25 4 12 5 08:15 14 7 17 7 08:30 12 12 13 4 08:45 7 7 58 30 16 5 58 21 116 51 09:00 10 6 22 1 09:15 11 6 16 3 09:30 7 5 10 1 09:45 11 1 39 18 20 2 68 7 107 25 10:00 10 4 5 3 10:15 141 16 3 10:30 11 0 13 2 10:45 7 1 42 6 12 1 46 9 88 15 11:00 9 1 9 0 11:15 16 1 11 0 11:30 22 1 15 1 11:45 12 3 59 6 9 0 44 1 103 7 Total 250 597 250 597 311 407 311 407 561 1004 Combined Total 847 847 718 718 1565 AM Peak 07:45 - - - 07:30 - - - - - Vol. 72 - - 68 - P. H. F. 0.720 0.773 PM Peak - 02:45 - - 03:00 Vol. - 102 - - 61 P. H. F. 0.911 0.663 Percentag 29.5% 70.5% 43.3% 56.7% e ADT/AADT ADT 1,565 AADT 1,565 14-149 14-150 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPBO18 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 1 0 0 1 3 2 2 0 0 0 0 0 0 0 9 06:00 0 0 0 1 3 3 0 0 0 0 0 0 0 0 7 07:00 0 2 0 8 17 13 6 0 0 0 0 0 0 0 46 08:00 2 0 1 9 32 16 6 0 0 0 0 0 0 0 66 09:00 2 1 1 3 17 10 4 1 0 0 0 0 0 0 39 10:00 3 1 5 5 22 16 2 1 0 0 0 0 0 0 55 11:00 2 1 2 10 14 9 1 1 0 0 0 0 0 0 40 12 PM 2 0 1 2 12 13 4 0 0 0 0 0 0 0 34 13:00 2 1 6 7 16 7 8 0 0 0 0 0 0 0 47 14:00 0 0 1 6 19 14 3 1 0 0 0 0 0 0 44 15:00 0 0 5 17 22 16 2 2 0 0 0 0 0 0 64 16:00 1 1 4 16 9 9 3 0 0 0 0 0 0 0 43 17:00 1 0 4 10 17 6 2 1 0 0 0 0 0 0 41 18:00 2 1 1 5 8 3 1 0 0 0 0 0 0 0 21 19:00 1 0 0 5 6 2 1 0 0 0 0 0 0 0 15 20:00 1 0 4 4 5 1 0 0 0 0 0 0 0 0 15 21:00 0 4 1 0 4 1 0 0 0 0 0 0 0 0 10 22:00 1 0 2 0 2 4 0 0 0 0 0 0 0 0 9 23:00 0 0 0 0 2 1 0 0 0 0 0 0 0 0 3 Total 21 12 38 109 231 146 45 7 0 0 0. 0. 0 0. 609 Daily 15th Percentile : 25 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace : 377 Percent in Pace : 61.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-150 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB018 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 06:00 1 0 3 4 1 1 0 0 0 0 0 0 0 0 10 07:00 0 0 4 5 6 6 0 0 0 0 0 0 0 0 21 08:00 1 1 2 15 18 4 0 0 0 0 0 0 0 0 41 09:00 3 0 5 11 11 4 1 0 0 0 0 0 0 0 35 10:00 2 1 2 4 11 2 0 0 0 0 0 0 0 0 22 11:00 1 1 3 7 10 3 2 0 0 0 0 0 0 0 27 12 PM 2 2 2 12 19 7 1 1 0 0 0 0 0 0 46 13:00 1 1 3 14 14 5 1 0 0 0 0 0 0 0 39 14:00 0 1 6 11 19 3 1 0 0 0 0 0 0 0 41 15:00 0 5 4 20 18 1 2 0 0 0 0 0 0 0 50 16:00 3 1 8 13 14 1 1 1 0 0 0 0 0 0 42 17:00 2 0 12 18 10 0 0 0 0 0 0 0 0 0 42 18:00 3 2 1 19 13 3 1 0 0 0 0 0 0 0 42 19:00 2 3 9 10 12 2 1 0 0 0 0 0 0 0 39 20:00 0 2 1 6 9 1 1 0 0 0 0 0 0 0 20 21:00 1 0 2 3 3 3 1 0 0 0 0 0 0 0 13 22:00 0 1 2 3 1 0 0 0 0 0 0 0 0 0 7 23:00 0 0 1 2 2 0 0 0 0 0 0 0 0 0 5 Total 22 21 71 177 192 47 14 2 0 2 0. 0. 0 0. 548 Daily 15th Percentile : 22 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 369 Percent in Pace : 67.3% Number of Vehicles > 55 MPH : 2 Percent of Vehicles > 55 MPH : 0.4% 14-152 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB018 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 1 0 0 1 4 2 3 0 0 0 0 0 0 0 11 06:00 1 0 3 5 4 4 0 0 0 0 0 0 0 0 17 07:00 0 2 4 13 23 19 6 0 0 0 0 0 0 0 67 08:00 3 1 3 24 50 20 6 0 0 0 0 0 0 0 107 09:00 5 1 6 14 28 14 5 1 0 0 0 0 0 0 74 10:00 5 2 7 9 33 18 2 1 0 0 0 0 0 0 77 11:00 3 2 5 17 24 12 3 1 0 0 0 0 0 0 67 12 PM 4 2 3 14 31 20 5 1 0 0 0 0 0 0 80 13:00 3 2 9 21 30 12 9 0 0 0 0 0 0 0 86 14:00 0 1 7 17 38 17 4 1 0 0 0 0 0 0 85 15:00 0 5 9 37 40 17 4 2 0 0 0 0 0 0 114 16:00 4 2 12 29 23 10 4 1 0 0 0 0 0 0 85 17:00 3 0 16 28 27 6 2 1 0 0 0 0 0 0 83 18:00 5 3 2 24 21 6 2 0 0 0 0 0 0 0 63 19:00 3 3 9 15 18 4 2 0 0 0 0 0 0 0 54 20:00 1 2 5 10 14 2 1 0 0 0 0 0 0 0 35 21:00 1 4 3 3 7 4 1 0 0 0 0 0 0 0 23 22:00 1 1 4 3 3 4 0 0 0 0 0 0 0 0 16 23:00 0 0 1 2 4 1 0 0 0 0 0 0 0 0 8 Total 43 33 109 286 423 193 59 9 0 2 0. 0. 0 0. 1157 Daily 15th Percentile : 24 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 41 MPH Statistics Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 709 Percent in Pace : 61.3% Number of Vehicles > 55 MPH : 2 Percent of Vehicles > 55 MPH : 0.2% 14-152 City of Newport Beach Highland Drive S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB004 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 0 22 290 572 290 572 885 1317 1 7 1340 862 862 2202 Total 12:15 0 24 AM Peak 0 11 07:45 - - - - - Vol. 172 12:30 019 - P. H. F. 0.956 0 19 PM Peak - 02:45 - 12:45 0 20 0 85 1 17 2 54 2 139 01:00 1 18 55.6% 33.6% 1 17 01:15 0 25 0 19 01:30 0 29 0 22 01:45 0 37 1 109 0 20 1 78 2 187 02:00 0 18 0 15 02:15 0 17 0 9 02:30 0 18 0 11 02:45 0 34 0 87 0 19 0 54 0 141 03:00 0 32 0 20 03:15 0 31 0 24 03:30 0 28 0 16 03:45 0 25 0 116 0 21 0 81 0 197 04:00 0 17 0 16 04:15 0 26 0 10 04:30 2 23 0 15 04:45 3 28 5 94 0 18 0 59 1 5 1531 05:00 2 32 1 18 05:15 6 22 2 4 05:30 8 23 1 22 05:45 5 18 21 95 0 21 4 65 25 160 06:00 119 2 23 06:15 5 18 4 13 06:30 8 16 4 17 06:45 14 12 28 65 7 10 17 63 45 128 07:00 13 10 5 11 07:15 14 8 5 181 1 07:30 40 10 7 13 1 07:45 44 5 111 33 30 12 47 54 158 87 08:00 43 12 10 5 08:15 45 5 28 7 08:30 31 3 14 4 08:45 35 5 154 25 19 9 71 25 225 50 09:00 19 6 18 7 09:15 32 1 11 8 09:30 23 5 18 2 09:45 28 5 102 17 6 7 53 24 155 41 10:00 20 7 9 3 10:15 21 3 7 4 10:30 20 1 6 0 10:45 25 2 86 13 20 0 42 7 128 20 11:00 22 2 12 2 11:15 26 1 23 31 1 11:30 21 0 8 3 1 1 11:45 18 3 87 6 10 01 53 8 1 140 14 Total 595 745 595 745 290 572 290 572 885 1317 Combined 1340 1340 862 862 2202 Total AM Peak 07:30 - - - 07:45 - - - - - Vol. 172 - - 82 - P. H. F. 0.956 0.683 PM Peak - 02:45 - - 03:00 Vol. - 125 - - 81 P. H. F. 0.919 0.844 Percentag 44.4% 55.6% 33.6% 66.4% e ADT/AADT ADT 2,202 AADT 2,202 14-153 City of Newport Beach Linda Place S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB005 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 30 210 155 210 125 325 125 325 280 535 3 1 Total 12:15 1 3 450 815 AM Peak 1 12 08:00 - - - - - Vol. 43 12:30 0 5 P. H. F. 0.896 0 4 PM Peak - 02:30 - 12:45 0 4 4 12 1 6 5 23 9 35 01:00 0 4 57.5% 27.8% 0 6 01:15 0 9 0 13 01:30 0 2 0 6� 01:45 0 4 0 19 0 8 0 33 0 52 02:00 0 5 0 2 02:15 0 2 0 3� 02:30 0 12 0 9 02:45 0 10 0 29 0 16 0 30 0 59 03:00 0 5 0 10 03:15 0 11 0 18 03:30 0 9 0 3 03:45 0 7 0 32 0 9 0 40 0 72 04:00 0 5 0 8 04:15 0 2 0 3 04:30 08 0 8 04:45 0 7 0 22 0 16 0 35 0 57 05:00 1 18 0 23 05:15 1 2 0 7 05:30 0 9 0 11 05:45 5 9 7 38 1 17 1 58 8 96 06:00 0 8 1 10 06:15 1 6 0 10 06:30 2 7 1 12 06:45 5 2 8 23 3 8 5 40 13 63 07:00 3 3 1 9 07:15 3 4 4 5� 07:30 5 5 5 9 07:45 6 0 17 12 3 5 13 28 30 40 08:00 11 5 11 7 08:15 12 1 11 1 08:30 11 3 6 7 08:45 9 5 43 14 7 5 35 20 78 34 09:00 3 2 1 2 09:15 10 1 4 3 09:30 8 0 3 3 09:45 6 0 27 3 3 2 11 10 38 13 10:00 12 4 13 4 10:15 30 5 2 10:30 2 1 7 1 10:45 4 0 21 5 1 01 26 71 47 12 11:00 6 0 3 0� 11:15 9 1 13 0 11:30 8 0 7 0� 11:45 5 0 28 1 6 1 29 1 57 2 Total 155 210 155 210 125 325 125 325 280 535 Combined Total 365 365 450 450 815 AM Peak 08:00 - - - 08:00 - - - - - Vol. 43 - - 35 - P. H. F. 0.896 0.795 PM Peak - 02:30 - - 05:00 Vol. - 38 - - 58 P. H. F. 0.792 0.630 Percentag 42.5% 57.5% 27.8% 72.2% e ADT/AADT ADT 815 AADT 815 14-154 City of Newport Beach Mariners Drive E/ Dover Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB006 Site Code: 105-19044 Start 2/7/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 1 28 452 1048 452 1048 1165 1918 1 30 1583 1500 1500 3083 Total 12:15 1 23 AM Peak 0 18 07:45 - - - - - Vol. 214 12:30 0 26 P. H. F. 0.775 1 26 PM Peak - 02:15 - 12:45 0 22 2 99 0 16 2 90 4 189 01:00 0 13 55.0% 30.1% 0 25 01:15 0 35 0 34 01:30 0 240 43 01:45 0 27 0 99 0 29 0 131 0 230 02:00 0 27 0 29 02:15 0 35 0 34 02:30 0 40 0 32 02:45 0 45 0 147 0 30 0 125 0 272 03:00 1 34 0 44 03:15 0 31 0 43 03:30 1 34 1 27 03:45 0 24 2 123 0 29 1 143 3 266 04:00 0 24 0 23 04:15 1 26 0 44 04:30 1 29 0 29 04:45 3 27 5 106 1 32 1 128 1 6 2341 05:00 2 22 0 39 05:15 3 31 0 35 05:30 8 23 0 35 05:45 7 20 20 96 1 28 1 137 21 233 06:00 7 33 4 28 06:15 12 19 5 29 06:30 8 2411 29 06:45 13 22 40 98 10 22 30 108 70 206 07:00 18 10 9 191 1 07:15 24 13 14 23 07:30 59 9 9 15 07:45 47 11 148 43 37 18 69 75 217 118 08:00 39 7 28 10 08:15 69 8 35 20 08:30 26 5 24 15 08:45 35 9 169 29 16 13 103 58 272 87 09:00 31 8 20 9 09:15 47 2 19 10 09:30 33 5 13 4 09:45 22 3 133 18 21 4 73 27 206 45 10:00 20 3 20 8 10:15 24 3 18 5 10:30 20 2 16 5 10:45 29 2 93 10 30 6 84 24 177 34 11:00 20 1 13 1 11:15 25 1 23 01 1 11:30 24 0 28 1 1 1 11:45 32 0 101 2 24 01 88 2 1 189 4 Total 713 870 713 870 452 1048 452 1048 1165 1918 Combined 1583 1583 1500 1500 3083 Total AM Peak 07:30 - - - 07:45 - - - - - Vol. 214 - - 124 - P. H. F. 0.775 0.838 PM Peak - 02:15 - - 02:30 Vol. - 154 - - 149 P. H. F. 0.856 0.847 Percentag 45.0% 55.0% 30.1% 69.9% e ADT/AADT ADT 3,083 AADT 3,083 14-155 14-156 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPB017 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 2 1 0 0 0 0 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 06:00 1 1 2 3 8 1 1 0 0 0 0 0 0 0 17 07:00 3 4 3 12 13 4 1 0 0 0 0 0 0 0 40 08:00 1 3 10 24 32 14 3 0 0 0 0 0 0 0 87 09:00 2 1 2 9 26 11 1 0 0 0 0 0 0 0 52 10:00 0 2 0 11 30 12 1 1 0 0 0 0 0 0 57 11:00 2 2 7 18 32 11 1 0 0 0 0 0 0 0 73 12 PM 8 0 3 22 26 13 2 0 0 0 0 0 0 0 74 13:00 5 1 4 25 46 13 3 1 0 0 0 0 0 0 98 14:00 2 3 8 26 37 24 3 0 0 0 0 0 0 0 103 15:00 4 5 10 35 56 16 1 1 0 0 0 0 0 0 128 16:00 7 1 7 27 35 11 1 2 1 0 0 0 0 0 92 17:00 2 3 11 35 42 15 2 0 1 0 0 0 0 0 111 18:00 2 3 6 21 33 11 2 0 1 0 0 0 0 0 79 19:00 2 2 2 16 28 6 0 0 0 0 0 0 0 0 56 20:00 0 3 2 23 10 3 0 0 0 0 0 0 0 0 41 21:00 0 1 0 6 15 4 1 0 0 0 0 0 0 0 27 22:00 1 1 2 3 7 5 1 0 0 0 0 0 0 0 20 23:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 42 36 81 317 479 175 25 5 3 0 0. 0. 0 0. 1163 Daily 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 35 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 796 Percent in Pace : 68.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-156 14-157 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPB017 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 04:00 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 05:00 0 0 0 3 7 1 0 0 0 0 0 0 0 0 11 06:00 0 0 4 9 6 3 0 0 0 0 0 0 0 0 22 07:00 2 0 7 30 58 16 2 0 0 0 0 0 0 0 115 08:00 3 3 17 54 38 12 2 0 0 0 0 0 0 0 129 09:00 1 1 7 26 32 26 5 0 0 0 0 0 0 0 98 10:00 1 3 7 23 27 15 0 0 1 0 0 0 0 0 77 11:00 3 2 8 24 27 15 1 0 0 0 0 0 0 0 80 12 PM 3 2 7 17 23 15 0 1 0 0 0 0 0 0 68 13:00 5 4 5 23 38 14 0 1 0 0 0 0 0 0 90 14:00 1 2 9 36 37 14 3 0 0 0 0 0 0 0 102 15:00 3 2 8 34 43 11 2 0 0 0 0 0 0 0 103 16:00 7 1 6 24 23 7 2 0 0 0 0 0 0 0 70 17:00 2 3 9 29 27 5 1 1 0 0 0 0 0 0 77 18:00 0 1 6 33 28 7 0 0 1 0 0 0 0 0 76 19:00 1 0 8 13 7 4 0 0 0 0 0 0 0 0 33 20:00 2 1 5 10 9 2 0 0 0 0 0 0 0 0 29 21:00 0 0 1 5 10 1 0 0 0 0 0 0 0 0 17 22:00 1 0 2 2 3 0 0 0 0 0 0 0 0 0 8 23:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 35 25 116 397 449 168 19 3 2 0 0. 0. 0 0. 1214 Daily 15th Percentile : 25 MPH 50th Percentile : 30 MPH 85th Percentile : 35 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 846 Percent in Pace : 69.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-157 14-158 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPB017 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 4 1 0 0 0 0 0 0 0 0 6 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 2 0 1 0 0 0 0 0 0 0 3 04:00 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 05:00 0 0 1 4 7 1 0 0 0 0 0 0 0 0 13 06:00 1 1 6 12 14 4 1 0 0 0 0 0 0 0 39 07:00 5 4 10 42 71 20 3 0 0 0 0 0 0 0 155 08:00 4 6 27 78 70 26 5 0 0 0 0 0 0 0 216 09:00 3 2 9 35 58 37 6 0 0 0 0 0 0 0 150 10:00 1 5 7 34 57 27 1 1 1 0 0 0 0 0 134 11:00 5 4 15 42 59 26 2 0 0 0 0 0 0 0 153 12 PM 11 2 10 39 49 28 2 1 0 0 0 0 0 0 142 13:00 10 5 9 48 84 27 3 2 0 0 0 0 0 0 188 14:00 3 5 17 62 74 38 6 0 0 0 0 0 0 0 205 15:00 7 7 18 69 99 27 3 1 0 0 0 0 0 0 231 16:00 14 2 13 51 58 18 3 2 1 0 0 0 0 0 162 17:00 4 6 20 64 69 20 3 1 1 0 0 0 0 0 188 18:00 2 4 12 54 61 18 2 0 2 0 0 0 0 0 155 19:00 3 2 10 29 35 10 0 0 0 0 0 0 0 0 89 20:00 2 4 7 33 19 5 0 0 0 0 0 0 0 0 70 21:00 0 1 1 11 25 5 1 0 0 0 0 0 0 0 44 22:00 2 1 4 5 10 5 1 0 0 0 0 0 0 0 28 23:00 0 0 0 2 0 0 1 0 0 0 0 0 0 0 3 Total 77 61 197 714 928 343 44 8 5 0 0. 0. 0 0 2377 Daily 15th Percentile : 25 MPH 50th Percentile : 30 MPH 85th Percentile : 35 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1642 Percent in Pace : 69.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-158 14-159 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 06:00 1 1 2 3 5 0 0 0 0 0 0 0 0 0 12 07:00 1 0 2 22 5 0 0 0 0 0 0 0 0 0 30 08:00 2 2 9 25 14 3 0 0 0 0 0 0 0 0 55 09:00 0 1 7 18 15 0 0 0 0 0 0 0 0 0 41 10:00 2 4 5 19 18 1 0 0 0 0 0 0 0 0 49 11:00 2 2 8 24 9 1 0 0 0 0 0 0 0 0 46 12 PM 3 0 8 26 12 2 0 0 0 0 0 0 0 0 51 13:00 1 3 10 27 15 4 0 0 0 0 0 0 0 0 60 14:00 1 3 6 33 27 3 0 0 0 0 0 0 0 0 73 15:00 2 2 14 45 31 4 0 0 0 0 0 0 0 0 98 16:00 6 2 13 24 16 2 0 0 0 0 0 0 0 0 63 17:00 3 0 11 32 23 0 1 0 0 0 0 0 0 0 70 18:00 2 0 10 28 15 3 1 0 0 0 0 0 0 0 59 19:00 0 3 8 15 8 3 0 0 0 0 0 0 0 0 37 20:00 0 1 5 15 7 0 0 0 0 0 0 0 0 0 28 21:00 0 0 4 9 4 0 0 0 0 0 0 0 0 0 17 22:00 0 0 0 6 4 0 0 0 0 0 0 0 0 0 10 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 26 24 123 372 229 27 2 0 0 0 0. 0. 0 0. 803 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 601 Percent in Pace : 74.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-159 14-160 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 4 2 0 0 0 0 0 0 0 0 0 6 06:00 2 2 2 5 6 0 0 0 0 0 0 0 0 0 17 07:00 0 1 4 23 22 8 0 0 0 0 0 0 0 0 58 08:00 3 0 10 31 18 2 0 0 0 0 0 0 0 0 64 09:00 3 0 5 20 27 7 1 0 0 0 0 0 0 0 63 10:00 4 0 11 17 18 1 0 0 0 0 0 0 0 0 51 11:00 3 1 1 26 20 3 0 0 0 0 0 0 0 0 54 12 PM 1 1 6 22 17 4 0 0 0 0 0 0 0 0 51 13:00 2 0 11 23 21 2 0 0 0 0 0 0 0 0 59 14:00 1 2 3 24 25 1 0 0 0 0 0 0 0 0 56 15:00 1 0 10 30 20 6 1 0 0 0 0 0 0 0 68 16:00 1 1 8 21 9 2 0 0 0 0 0 0 0 0 42 17:00 0 3 12 22 11 2 1 0 0 0 0 0 0 0 51 18:00 4 0 5 33 20 4 1 0 0 0 0 0 0 0 67 19:00 1 0 3 10 7 1 0 0 0 0 0 0 0 0 22 20:00 0 1 5 10 1 2 0 0 0 0 0 0 0 0 19 21:00 0 1 1 5 3 2 0 0 0 0 0 0 0 0 12 22:00 0 1 0 3 0 0 0 0 0 0 0 0 0 0 4 23:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 26 14 97 332 250 47 4 0 0 0 0. 0. 0 0. 770 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 582 Percent in Pace : 75.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-160 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 5 2 1 0 0 0 0 0 0 0 0 8 06:00 3 3 4 8 11 0 0 0 0 0 0 0 0 0 29 07:00 1 1 6 45 27 8 0 0 0 0 0 0 0 0 88 08:00 5 2 19 56 32 5 0 0 0 0 0 0 0 0 119 09:00 3 1 12 38 42 7 1 0 0 0 0 0 0 0 104 10:00 6 4 16 36 36 2 0 0 0 0 0 0 0 0 100 11:00 5 3 9 50 29 4 0 0 0 0 0 0 0 0 100 12 PM 4 1 14 48 29 6 0 0 0 0 0 0 0 0 102 13:00 3 3 21 50 36 6 0 0 0 0 0 0 0 0 119 14:00 2 5 9 57 52 4 0 0 0 0 0 0 0 0 129 15:00 3 2 24 75 51 10 1 0 0 0 0 0 0 0 166 16:00 7 3 21 45 25 4 0 0 0 0 0 0 0 0 105 17:00 3 3 23 54 34 2 2 0 0 0 0 0 0 0 121 18:00 6 0 15 61 35 7 2 0 0 0 0 0 0 0 126 19:00 1 3 11 25 15 4 0 0 0 0 0 0 0 0 59 20:00 0 2 10 25 8 2 0 0 0 0 0 0 0 0 47 21:00 0 1 5 14 7 2 0 0 0 0 0 0 0 0 29 22:00 0 1 0 9 4 0 0 0 0 0 0 0 0 0 14 23:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 52 38 220 704 479 74 6 0 0 0 0. 0. 0 0. 1573 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1183 Percent in Pace : 75.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 07:00 0 0 4 2 2 0 0 0 0 0 0 0 0 0 8 08:00 2 0 2 3 3 1 0 0 0 0 0 0 0 0 11 09:00 2 0 1 0 1 1 0 0 0 0 0 0 0 0 5 10:00 1 1 2 4 1 1 0 0 0 0 0 0 0 0 10 11:00 2 0 1 3 5 1 1 0 0 0 0 0 0 0 13 12 PM 1 0 2 7 7 0 0 0 0 0 0 0 0 0 17 13:00 1 0 1 2 3 1 1 0 0 0 0 0 0 0 9 14:00 0 1 1 6 2 2 1 0 0 0 0 0 0 0 13 15:00 1 1 8 8 6 1 0 0 0 0 0 0 0 0 25 16:00 0 0 1 7 5 1 0 0 0 0 0 0 0 0 14 17:00 3 0 2 10 4 2 0 0 0 0 0 0 0 0 21 18:00 0 0 3 4 2 1 0 0 0 0 0 0 0 0 10 19:00 0 2 0 3 2 0 0 0 0 0 0 0 0 0 7 20:00 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 21:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 22:00 0 0 1 0 0 1 1 0 0 0 0 0 0 0 3 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 15 5 31 65. 45. 13. 5 0 0 0 0. 0. 0 0. 179 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 110 Percent in Pace : 61.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-162 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 07:00 0 1 1 3 3 2 0 0 0 0 0 0 0 0 10 08:00 2 2 1 9 7 4 0 0 0 0 0 0 0 0 25 09:00 1 1 2 3 7 1 0 0 0 0 0 0 0 0 15 10:00 0 0 0 7 3 0 0 0 0 0 0 0 0 0 10 11:00 1 0 2 6 2 2 0 0 0 0 0 0 0 0 13 12 PM 4 0 1 8 4 0 0 0 0 0 0 0 0 0 17 13:00 1 2 1 6 1 1 0 0 0 0 0 0 0 0 12 14:00 0 0 3 4 9 1 0 0 0 0 0 0 0 0 17 15:00 1 0 3 6 2 1 1 0 0 0 0 0 0 0 14 16:00 1 2 1 2 3 1 0 0 0 0 0 0 0 0 10 17:00 1 0 0 5 3 1 0 0 0 0 0 0 0 0 10 18:00 0 1 2 6 6 0 0 0 0 0 0 0 0 0 15 19:00 0 0 1 1 4 1 0 0 0 0 0 0 0 0 7 20:00 0 0 1 3 1 0 0 0 0 0 0 0 0 0 5 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 14 10 20 70. 56. 15 2 0 0 0 0. 0. 0 0. 187 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 126 Percent in Pace : 67.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-163 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 1 1 1 0 0 1 0 0 0 0 0 0 0 4 07:00 0 1 5 5 5 2 0 0 0 0 0 0 0 0 18 08:00 4 2 3 12 10 5 0 0 0 0 0 0 0 0 36 09:00 3 1 3 3 8 2 0 0 0 0 0 0 0 0 20 10:00 1 1 2 11 4 1 0 0 0 0 0 0 0 0 20 11:00 3 0 3 9 7 3 1 0 0 0 0 0 0 0 26 12 PM 5 0 3 15 11 0 0 0 0 0 0 0 0 0 34 13:00 2 2 2 8 4 2 1 0 0 0 0 0 0 0 21 14:00 0 1 4 10 11 3 1 0 0 0 0 0 0 0 30 15:00 2 1 11 14 8 2 1 0 0 0 0 0 0 0 39 16:00 1 2 2 9 8 2 0 0 0 0 0 0 0 0 24 17:00 4 0 2 15 7 3 0 0 0 0 0 0 0 0 31 18:00 0 1 5 10 8 1 0 0 0 0 0 0 0 0 25 19:00 0 2 1 4 6 1 0 0 0 0 0 0 0 0 14 20:00 0 0 1 7 2 0 0 0 0 0 0 0 0 0 10 21:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 22:00 1 0 1 0 1 1 1 0 0 0 0 0 0 0 5 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 29 15 51 135. 101. 28 7 0 0 0 0. 0. 0 0. 366 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 236 Percent in Pace : 64.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-164 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 1 1 1 0 0 0 0 0 0 0 0 4 05:00 0 0 2 9 11 5 0 0 0 0 0 0 0 0 27 06:00 0 0 2 5 2 2 0 0 0 0 0 0 0 0 11 07:00 3 1 8 6 6 0 0 0 0 0 0 0 0 0 24 08:00 0 1 11 9 4 0 0 0 0 0 0 0 0 0 25 09:00 0 1 8 9 6 0 0 0 0 0 0 0 0 0 24 10:00 1 0 8 11 4 2 0 0 0 0 0 0 0 0 26 11:00 3 2 6 12 10 1 0 0 0 0 0 0 0 0 34 12 PM 1 2 11 17 5 7 2 0 0 0 0 0 0 0 45 13:00 5 1 8 13 10 2 0 0 0 0 0 0 0 0 39 14:00 5 3 8 9 13 2 0 0 0 0 0 0 0 0 40 15:00 3 4 10 31 36 12 3 0 0 0 0 0 0 0 99 16:00 0 3 6 9 4 0 0 0 0 0 0 0 0 0 22 17:00 1 2 10 21 12 2 0 0 0 0 0 0 0 0 48 18:00 2 1 6 24 16 4 1 0 0 0 0 0 0 0 54 19:00 0 0 4 11 5 0 0 0 0 0 0 0 0 0 20 20:00 1 1 2 5 4 0 0 0 0 0 0 0 0 0 13 21:00 0 0 2 4 2 1 0 0 0 0 0 0 0 0 9 22:00 2 1 0 2 1 0 0 0 0 0 0 0 0 0 6 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 27 25 114 208. 153 41 6 0 0 0 0. 0. 0 0. 574 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 361 Percent in Pace : 62.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-165 14-166 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 2 0 1 0 0 0 0 0 0 0 4 06:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 07:00 3 1 7 7 19 6 0 0 0 0 0 0 0 0 43 08:00 1 0 2 15 8 5 0 0 0 0 0 0 0 0 31 09:00 0 1 2 8 7 3 0 0 0 0 0 0 0 0 21 10:00 0 1 3 9 7 4 2 0 0 0 0 0 0 0 26 11:00 1 2 4 7 7 1 1 0 0 0 0 0 0 0 23 12 PM 0 0 2 8 6 4 0 0 0 0 0 0 0 0 20 13:00 3 0 7 18 13 4 0 0 0 0 0 0 0 0 45 14:00 1 1 2 8 7 1 0 0 0 0 0 0 0 0 20 15:00 3 0 11 24 15 7 0 0 0 0 0 0 0 0 60 16:00 0 1 4 11 4 2 0 0 0 0 0 0 0 0 22 17:00 0 2 3 11 9 2 0 0 0 0 0 0 0 0 27 18:00 0 1 9 43 46 14 5 0 0 0 0 0 0 0 118 19:00 0 1 2 11 11 2 0 0 0 0 0 0 0 0 27 20:00 0 0 2 1 1 0 0 0 0 0 0 0 0 0 4 21:00 0 0 2 2 0 1 0 0 0 0 0 0 0 0 5 22:00 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 12 11 63 187 164 56 9 0 0 0 0. 0. 0 0. 502 Daily 15th Percentile : 24 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 351 Percent in Pace : 69.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-166 14-167 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 1 1 1 0 0 0 0 0 0 0 0 4 05:00 0 0 2 10 13 5 1 0 0 0 0 0 0 0 31 06:00 0 0 2 5 3 2 0 0 0 0 0 0 0 0 12 07:00 6 2 15 13 25 6 0 0 0 0 0 0 0 0 67 08:00 1 1 13 24 12 5 0 0 0 0 0 0 0 0 56 09:00 0 2 10 17 13 3 0 0 0 0 0 0 0 0 45 10:00 1 1 11 20 11 6 2 0 0 0 0 0 0 0 52 11:00 4 4 10 19 17 2 1 0 0 0 0 0 0 0 57 12 PM 1 2 13 25 11 11 2 0 0 0 0 0 0 0 65 13:00 8 1 15 31 23 6 0 0 0 0 0 0 0 0 84 14:00 6 4 10 17 20 3 0 0 0 0 0 0 0 0 60 15:00 6 4 21 55 51 19 3 0 0 0 0 0 0 0 159 16:00 0 4 10 20 8 2 0 0 0 0 0 0 0 0 44 17:00 1 4 13 32 21 4 0 0 0 0 0 0 0 0 75 18:00 2 2 15 67 62 18 6 0 0 0 0 0 0 0 172 19:00 0 1 6 22 16 2 0 0 0 0 0 0 0 0 47 20:00 1 1 4 6 5 0 0 0 0 0 0 0 0 0 17 21:00 0 0 4 6 2 2 0 0 0 0 0 0 0 0 14 22:00 2 1 1 5 1 0 0 0 0 0 0 0 0 0 10 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 39 36 177 395 317 97 15 0 0 0 0. 0. 0 0. 1076 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 712 Percent in Pace : 66.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-167 14-168 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB010 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 05:00 0 0 0 3 3 3 0 0 0 0 0 0 0 0 9 06:00 3 2 2 21 5 3 1 0 0 0 0 0 0 0 37 07:00 0 2 11 40 35 5 0 0 0 0 0 0 0 0 93 08:00 2 0 14 40 32 11 1 0 0 0 0 0 0 0 100 09:00 1 1 4 33 28 4 1 0 0 0 0 0 0 0 72 10:00 1 1 8 35 24 4 0 1 0 0 0 0 0 0 74 11:00 1 0 10 43 15 4 1 0 0 0 0 0 0 0 74 12 PM 3 3 11 24 15 2 0 0 0 0 0 0 0 0 58 13:00 1 2 9 30 27 6 0 0 0 0 0 0 0 0 75 14:00 0 1 8 41 31 10 0 0 0 0 0 0 0 0 91 15:00 1 4 14 47 41 9 0 0 0 0 0 0 0 0 116 16:00 0 4 8 32 24 2 1 0 0 0 0 0 0 0 71 17:00 2 2 25 20 17 2 0 0 0 0 0 0 0 0 68 18:00 4 3 12 40 19 6 0 0 0 0 0 0 0 0 84 19:00 1 0 7 23 8 0 0 0 0 0 0 0 0 0 39 20:00 1 0 2 9 2 0 0 0 0 0 0 0 0 0 14 21:00 0 1 3 3 6 0 0 0 0 0 0 0 0 0 13 22:00 1 1 1 9 2 1 0 0 0 0 0 0 0 0 15 23:00 0 0 2 4 0 0 0 0 0 0 0 0 0 0 6 Total 22 27 152 499 336 73 5 1 0 0 0. 0. 0 0. 1115 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 835 Percent in Pace : 74.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-168 14-169 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB010 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 1 3 0 0 0 0 0 0 0 0 0 4 05:00 0 0 4 11 0 0 0 0 0 0 0 0 0 0 15 06:00 2 3 5 10 5 0 0 0 0 0 0 0 0 0 25 07:00 1 3 9 24 18 2 0 0 0 0 0 0 0 0 57 08:00 1 1 14 36 13 3 0 0 0 0 0 0 0 0 68 09:00 2 3 6 34 23 4 0 0 0 0 0 0 0 0 72 10:00 2 1 12 20 14 2 0 0 0 0 0 0 0 0 51 11:00 0 1 5 26 19 5 0 0 0 0 0 0 0 0 56 12 PM 0 1 17 37 11 0 0 0 0 0 0 0 0 0 66 13:00 2 3 4 23 13 0 1 0 0 0 0 0 0 0 46 14:00 0 1 11 34 21 2 0 0 0 0 0 0 0 0 69 15:00 3 1 15 57 25 4 1 0 0 0 0 0 0 0 106 16:00 4 0 13 34 14 2 0 0 0 0 0 0 0 0 67 17:00 2 3 13 44 13 6 0 0 0 0 0 0 0 0 81 18:00 1 3 17 36 9 1 0 0 0 0 0 0 0 0 67 19:00 0 1 3 22 8 0 0 0 0 0 0 0 0 0 34 20:00 1 0 5 16 5 0 0 0 0 0 0 0 0 0 27 21:00 0 2 5 10 9 0 0 0 0 0 0 0 0 0 26 22:00 1 1 2 9 4 1 0 0 0 0 0 0 0 0 18 23:00 0 0 3 2 1 1 0 0 0 0 0 0 0 0 7 Total 22 29 164 486 228 33. 2 0 0 0 0. 0. 0 0. 964 Daily 15th Percentile : 22 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 714 Percent in Pace : 74.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-169 14-170 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPBO10 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 0 1 2 4 0 0 0 0 0 0 0 0 0 7 05:00 0 0 4 14 3 3 0 0 0 0 0 0 0 0 24 06:00 5 5 7 31 10 3 1 0 0 0 0 0 0 0 62 07:00 1 5 20 64 53 7 0 0 0 0 0 0 0 0 150 08:00 3 1 28 76 45 14 1 0 0 0 0 0 0 0 168 09:00 3 4 10 67 51 8 1 0 0 0 0 0 0 0 144 10:00 3 2 20 55 38 6 0 1 0 0 0 0 0 0 125 11:00 1 1 15 69 34 9 1 0 0 0 0 0 0 0 130 12 PM 3 4 28 61 26 2 0 0 0 0 0 0 0 0 124 13:00 3 5 13 53 40 6 1 0 0 0 0 0 0 0 121 14:00 0 2 19 75 52 12 0 0 0 0 0 0 0 0 160 15:00 4 5 29 104 66 13 1 0 0 0 0 0 0 0 222 16:00 4 4 21 66 38 4 1 0 0 0 0 0 0 0 138 17:00 4 5 38 64 30 8 0 0 0 0 0 0 0 0 149 18:00 5 6 29 76 28 7 0 0 0 0 0 0 0 0 151 19:00 1 1 10 45 16 0 0 0 0 0 0 0 0 0 73 20:00 2 0 7 25 7 0 0 0 0 0 0 0 0 0 41 21:00 0 3 8 13 15 0 0 0 0 0 0 0 0 0 39 22:00 2 2 3 18 6 2 0 0 0 0 0 0 0 0 33 23:00 0 0 5 6 1 1 0 0 0 0 0 0 0 0 13 Total 44 56 316 985 564 106 7 1 0 0 0. 0. 0 0. 2079 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1549 Percent in Pace : 74.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-170 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 1 2 2 0 0 0 0 0 0 0 0 5 06:00 0 0 1 7 5 0 0 0 0 0 0 0 0 0 13 07:00 3 0 8 29 19 4 1 0 0 0 0 0 0 0 64 08:00 1 0 11 26 12 5 0 0 0 0 0 0 0 0 55 09:00 2 2 4 18 17 3 1 0 0 0 0 0 0 0 47 10:00 2 3 5 24 13 2 0 1 0 0 0 0 0 0 50 11:00 5 1 6 14 19 3 2 0 0 0 0 0 0 0 50 12 PM 2 1 5 17 12 4 0 0 0 0 0 0 0 0 41 13:00 1 2 5 12 19 4 4 0 0 0 0 0 0 0 47 14:00 1 1 5 21 25 9 2 0 0 0 0 0 0 0 64 15:00 2 5 9 22 30 4 1 0 0 0 0 0 0 0 73 16:00 0 0 4 24 16 1 0 0 0 0 0 0 0 0 45 17:00 5 1 11 15 6 1 0 0 0 0 0 0 0 0 39 18:00 3 2 9 29 32 5 0 0 0 0 0 0 0 0 80 19:00 3 0 4 6 14 0 1 0 0 0 0 0 0 0 28 20:00 1 1 1 5 3 0 0 0 0 0 0 0 0 0 11 21:00 0 0 1 5 4 0 0 0 0 0 0 0 0 0 10 22:00 0 0 2 5 4 0 0 0 0 0 0 0 0 0 11 23:00 0 0 1 2 0 1 0 0 0 0 0 0 0 0 4 Total 32 19 93 282 252 48 12 1 0 0 0. 0. 0 0. 739 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 534 Percent in Pace : 72.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-172 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4 05:00 0 0 2 11 6 0 0 0 0 0 0 0 0 0 19 06:00 2 1 1 4 3 1 0 0 0 0 0 0 0 0 12 07:00 3 1 4 17 6 1 1 0 0 0 0 0 0 0 33 08:00 2 2 5 23 13 0 0 0 0 0 0 0 0 0 45 09:00 1 0 10 22 10 5 0 0 0 0 0 0 0 0 48 10:00 0 3 8 17 12 4 0 0 0 0 0 0 0 0 44 11:00 2 2 4 18 11 4 0 0 0 0 0 0 0 0 41 12 PM 4 1 9 18 7 0 0 0 0 0 0 0 0 0 39 13:00 0 3 4 17 9 1 0 0 0 0 0 0 0 0 34 14:00 0 3 2 26 12 1 0 0 0 0 0 0 0 0 44 15:00 4 3 6 37 40 9 2 0 0 0 0 0 0 0 101 16:00 0 0 6 24 10 3 0 0 0 0 0 0 0 0 43 17:00 2 2 13 31 7 6 1 0 0 0 0 0 0 0 62 18:00 2 1 14 24 13 1 0 0 0 0 0 0 0 0 55 19:00 0 1 3 11 10 2 0 0 0 0 0 0 0 0 27 20:00 0 0 4 5 3 0 0 0 0 0 0 0 0 0 12 21:00 0 0 2 6 4 1 0 0 0 0 0 0 0 0 13 22:00 0 1 4 7 4 0 0 0 0 0 0 0 0 0 16 23:00 1 0 0 4 0 0 0 0 0 0 0 0 0 0 5 Total 23 25 102 325 180 39 4 0 0 0 0. 0. 0 0. 698 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 505 Percent in Pace : 72.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-172 14-173 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 2 3 0 0 0 0 0 0 0 0 0 0 6 05:00 0 0 2 12 8 2 0 0 0 0 0 0 0 0 24 06:00 2 1 2 11 8 1 0 0 0 0 0 0 0 0 25 07:00 6 1 12 46 25 5 2 0 0 0 0 0 0 0 97 08:00 3 2 16 49 25 5 0 0 0 0 0 0 0 0 100 09:00 3 2 14 40 27 8 1 0 0 0 0 0 0 0 95 10:00 2 6 13 41 25 6 0 1 0 0 0 0 0 0 94 11:00 7 3 10 32 30 7 2 0 0 0 0 0 0 0 91 12 PM 6 2 14 35 19 4 0 0 0 0 0 0 0 0 80 13:00 1 5 9 29 28 5 4 0 0 0 0 0 0 0 81 14:00 1 4 7 47 37 10 2 0 0 0 0 0 0 0 108 15:00 6 8 15 59 70 13 3 0 0 0 0 0 0 0 174 16:00 0 0 10 48 26 4 0 0 0 0 0 0 0 0 88 17:00 7 3 24 46 13 7 1 0 0 0 0 0 0 0 101 18:00 5 3 23 53 45 6 0 0 0 0 0 0 0 0 135 19:00 3 1 7 17 24 2 1 0 0 0 0 0 0 0 55 20:00 1 1 5 10 6 0 0 0 0 0 0 0 0 0 23 21:00 0 0 3 11 8 1 0 0 0 0 0 0 0 0 23 22:00 0 1 6 12 8 0 0 0 0 0 0 0 0 0 27 23:00 1 0 1 6 0 1 0 0 0 0 0 0 0 0 9 Total 55 44 195 607 432 87 16 1 0 0 0. 0. 0 0 1437 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1039 Percent in Pace : 72.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-173 City of Newport Beach Santiago Drive S/ Irvine Boulevard 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB001 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 2 38 687 1044 687 1044 1624 2312 0 35 2205 1731 1731 3936 Total 12:15 0 39 AM Peak 0 33 08:45 - - - - - Vol. 199 12:30 2 37 P. H. F. 0.957 4 26 PM Peak - 02:45 - 12:45 1 25 5 139 0 19 4 113 9 252 01:00 2 38 57.5% 39.7% 0 20 01:15 1 39 0 22 01:30 1 39 0 22 01:45 0 48 4 164 0 30 0 94 4 258 02:00 3 31 0 35 02:15 1 45 0 26 02:30 1 42 0 26 02:45 3 62 8 180 1 33 1 120 9 300 03:00 0 38 1 50 03:15 3 48 2 46 03:30 7 54 2 261 1 03:45 1 47 11 187 1 37 6 159 17 346 04:00 1 47 1 34 04:15 3 33 1 31 04:30 2 39 2 35 04:45 6 35 12 154 4 29 8 129 20 283 05:00 6 32 1 38 05:15 10 47 4 38 05:30 8 55 10 35 05:45 3 39 27 173 3 37 18 148 45 321 06:00 5 37 3 33 06:15 12 38 12 28 06:30 15 40 11 24 06:45 22 17 54 132 28 16 54 101 108 233 07:00 26 18 22 19 07:15 46 14 20 13 07:30 50 15 20 10 07:45 52 16 174 63 36 10 98 52 272 115 08:00 51 11 35 13 08:15 45 4 31 181 1 08:30 45 4 34 16 08:45 49 6 190 25 31 14 131 61 321 86 09:00 44 8 34 9 09:15 40 7 35 7 09:30 40 4 37 12 09:45 37 6 161 25 30 5 136 33 297 58 10:00 31 8 21 6 10:15 42 3 32 5 10:30 35 4 30 4 10:45 28 7 136 22 24 7 107 22 243 44 11:00 38 2 34 5 11:15 35 0 23 3 11:30 38 1 30 2 11:45 44 1 155 4 37 2 124 12 279 16 Total 937 1268 937 1268 687 1044 687 1044 1624 2312 Combined 2205 2205 1731 1731 3936 Total AM Peak 07:15 - - - 08:45 - - - - - Vol. 199 - - 137 - P. H. F. 0.957 0.926 PM Peak - 02:45 - - 03:00 Vol. - 202 - - 159 P. H. F. 0.815 0.795 Percentag 42.5% 57.5% 39.7% 60.3% e ADT/AADT ADT 3,936 AADT 3,936 14-174 14-175 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 3 0 0 1 3 1 0 0 0 0 0 0 0 0 8 07:00 7 1 1 6 11 5 2 1 0 0 0 0 0 0 34 08:00 2 0 3 8 14 5 1 0 0 0 0 0 0 0 33 09:00 2 0 1 5 8 7 2 0 0 0 0 0 0 0 25 10:00 4 0 3 6 9 7 0 0 1 0 0 0 0 0 30 11:00 3 0 1 7 13 9 0 0 0 0 0 0 0 0 33 12 PM 2 0 5 7 12 8 2 0 0 0 0 0 0 0 36 13:00 11 0 4 11 12 9 2 1 0 0 0 0 0 0 50 14:00 3 0 2 11 17 11 1 0 0 0 0 0 0 0 45 15:00 2 0 1 13 17 14 3 1 0 0 0 0 0 0 51 16:00 4 0 5 15 9 5 2 0 0 0 0 0 0 0 40 17:00 5 1 2 6 10 14 2 0 0 0 0 0 0 0 40 18:00 0 1 3 11 9 5 0 0 0 0 0 0 0 0 29 19:00 0 0 2 4 11 4 0 0 0 0 0 0 0 0 21 20:00 2 1 2 4 8 1 0 1 0 0 0 0 0 0 19 21:00 0 0 4 4 6 2 0 0 0 0 0 0 0 0 16 22:00 1 1 0 0 2 1 2 0 0 0 0 0 0 0 7 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 51 5 39 120 171 108 19 4. 1 0 0. 0. 0 0. 518 Daily 15th Percentile : 22 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 291 Percent in Pace : 56.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-175 14-176 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 05:00 1 0 0 2 6 0 0 0 0 0 0 0 0 0 9 06:00 0 0 1 3 2 1 1 1 0 0 0 0 0 0 9 07:00 2 0 2 4 9 9 3 0 0 0 0 0 0 0 29 08:00 0 0 4 3 11 11 2 0 0 0 0 0 0 0 31 09:00 0 0 2 5 14 8 3 1 0 0 0 0 0 0 33 10:00 3 0 2 6 15 9 3 0 0 0 0 0 0 0 38 11:00 1 1 2 5 11 5 4 0 1 0 0 0 0 0 30 12 PM 3 1 4 7 11 4 4 0 0 0 0 0 0 0 34 13:00 1 0 3 6 11 6 0 0 0 0 0 0 0 0 27 14:00 3 0 2 7 9 10 4 0 0 0 0 0 0 0 35 15:00 1 2 1 8 17 10 4 0 0 0 0 0 0 0 43 16:00 1 1 1 10 14 11 0 0 0 0 0 0 0 0 38 17:00 1 1 0 8 9 11 3 0 0 0 0 0 0 0 33 18:00 0 0 1 5 9 9 3 0 0 0 0 0 0 0 27 19:00 0 0 0 10 7 1 1 0 0 0 0 0 0 0 19 20:00 0 0 0 0 5 1 0 0 0 0 0 0 0 0 6 21:00 0 0 2 0 2 1 1 1 1 0 0 0 0 0 8 22:00 0 1 0 1 4 1 0 0 0 0 0 0 0 0 7 23:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 17 7 28 91 168 108 36 3 2 0 0. 0. 0 0. 460 Daily 15th Percentile : 25 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace : 276 Percent in Pace : 60.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-176 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 05:00 1 0 0 3 6 0 0 0 0 0 0 0 0 0 10 06:00 3 0 1 4 5 2 1 1 0 0 0 0 0 0 17 07:00 9 1 3 10 20 14 5 1 0 0 0 0 0 0 63 08:00 2 0 7 11 25 16 3 0 0 0 0 0 0 0 64 09:00 2 0 3 10 22 15 5 1 0 0 0 0 0 0 58 10:00 7 0 5 12 24 16 3 0 1 0 0 0 0 0 68 11:00 4 1 3 12 24 14 4 0 1 0 0 0 0 0 63 12 PM 5 1 9 14 23 12 6 0 0 0 0 0 0 0 70 13:00 12 0 7 17 23 15 2 1 0 0 0 0 0 0 77 14:00 6 0 4 18 26 21 5 0 0 0 0 0 0 0 80 15:00 3 2 2 21 34 24 7 1 0 0 0 0 0 0 94 16:00 5 1 6 25 23 16 2 0 0 0 0 0 0 0 78 17:00 6 2 2 14 19 25 5 0 0 0 0 0 0 0 73 18:00 0 1 4 16 18 14 3 0 0 0 0 0 0 0 56 19:00 0 0 2 14 18 5 1 0 0 0 0 0 0 0 40 20:00 2 1 2 4 13 2 0 1 0 0 0 0 0 0 25 21:00 0 0 6 4 8 3 1 1 1 0 0 0 0 0 24 22:00 1 2 0 1 6 2 2 0 0 0 0 0 0 0 14 23:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 68 12 67 211 339 216. 55 7. 3 0 0. 0. 0 0. 978 Daily 15th Percentile : 24 MPH 50th Percentile : 31 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Statistics Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace : 555 Percent in Pace : 56.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-177 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPB012 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 1 0 1 0 0 0 0 0 0 0 0 0 3 06:00 0 1 3 1 0 0 0 0 0 0 0 0 0 0 5 07:00 1 2 1 3 8 1 0 0 0 0 0 0 0 0 16 08:00 5 1 7 15 7 1 0 0 0 0 0 0 0 0 36 09:00 4 3 6 10 5 0 0 0 0 0 0 0 0 0 28 10:00 5 2 4 4 6 1 0 0 0 0 0 0 0 0 22 11:00 3 1 5 6 4 5 0 0 0 0 0 0 0 0 24 12 PM 2 0 5 4 5 2 1 0 0 0 0 0 0 0 19 13:00 1 1 4 10 4 1 0 0 0 0 0 0 0 0 21 14:00 5 1 7 11 7 1 0 0 0 0 0 0 0 0 32 15:00 3 2 6 10 7 0 0 0 0 0 0 0 0 0 28 16:00 3 3 5 10 4 2 0 0 0 0 0 0 0 0 27 17:00 2 0 9 14 3 1 0 0 0 0 0 0 0 0 29 18:00 2 2 13 8 5 1 0 0 0 0 0 0 0 0 31 19:00 0 2 6 7 1 1 0 0 0 0 0 0 0 0 17 20:00 3 0 4 0 0 0 0 0 0 0 0 0 0 0 7 21:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 22:00 0 0 2 3 2 0 0 0 0 0 0 0 0 0 7 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 39 22 89 117. 69. 17 1 0 0 0 0. 0. 0 0. 354 Daily 15th Percentile : 18 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 206 Percent in Pace : 58.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-178 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPB012 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 1 0 2 2 0 0 0 0 0 0 0 0 0 0 5 06:00 0 1 1 0 2 1 0 0 0 0 0 0 0 0 5 07:00 0 1 7 7 4 0 0 0 0 0 0 0 0 0 19 08:00 4 1 6 9 8 2 1 0 0 0 0 0 0 0 31 09:00 2 8 5 9 4 1 0 0 0 0 0 0 0 0 29 10:00 0 0 4 6 3 4 0 0 0 0 0 0 0 0 17 11:00 0 2 9 10 6 3 0 0 0 0 0 0 0 0 30 12 PM 0 0 7 5 4 0 0 0 0 0 0 0 0 0 16 13:00 1 1 4 9 2 6 1 0 0 0 0 0 0 0 24 14:00 1 3 6 6 7 4 1 0 0 0 0 0 0 0 28 15:00 1 2 5 7 4 0 0 0 0 0 0 0 0 0 19 16:00 4 2 12 13 4 2 0 0 0 0 0 0 0 0 37 17:00 0 1 7 14 5 5 0 0 0 0 0 0 0 0 32 18:00 1 2 8 12 9 0 0 0 0 0 0 0 0 0 32 19:00 2 0 6 2 2 2 0 0 0 0 0 0 0 0 14 20:00 1 1 2 5 0 0 0 0 0 0 0 0 0 0 9 21:00 2 1 0 2 1 0 0 0 0 0 0 0 0 0 6 22:00 0 1 1 2 1 0 0 0 0 0 0 0 0 0 5 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 20 27 93 121 66 30 3 0 0 0 0. 0. 0 0. 360 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 214 Percent in Pace : 59.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-179 14-180 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPBO12 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 1 1 3 2 1 0 0 0 0 0 0 0 0 0 8 06:00 0 2 4 1 2 1 0 0 0 0 0 0 0 0 10 07:00 1 3 8 10 12 1 0 0 0 0 0 0 0 0 35 08:00 9 2 13 24 15 3 1 0 0 0 0 0 0 0 67 09:00 6 11 11 19 9 1 0 0 0 0 0 0 0 0 57 10:00 5 2 8 10 9 5 0 0 0 0 0 0 0 0 39 11:00 3 3 14 16 10 8 0 0 0 0 0 0 0 0 54 12 PM 2 0 12 9 9 2 1 0 0 0 0 0 0 0 35 13:00 2 2 8 19 6 7 1 0 0 0 0 0 0 0 45 14:00 6 4 13 17 14 5 1 0 0 0 0 0 0 0 60 15:00 4 4 11 17 11 0 0 0 0 0 0 0 0 0 47 16:00 7 5 17 23 8 4 0 0 0 0 0 0 0 0 64 17:00 2 1 16 28 8 6 0 0 0 0 0 0 0 0 61 18:00 3 4 21 20 14 1 0 0 0 0 0 0 0 0 63 19:00 2 2 12 9 3 3 0 0 0 0 0 0 0 0 31 20:00 4 1 6 5 0 0 0 0 0 0 0 0 0 0 16 21:00 2 1 1 3 1 0 0 0 0 0 0 0 0 0 8 22:00 0 1 3 5 3 0 0 0 0 0 0 0 0 0 12 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 59 49 182 238 135 47 4 0 0 0 0. 0. 0 0. 714 Daily 15th Percentile : 19 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 420 Percent in Pace : 58.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-180 City of Newport Beach Westcliff Drive E/ Dover Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB008 Site Code: 105-19044 Start 2/7/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Thii KAnrninn Affarnnnn Mnrninn Affarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Affarnnnn 12:00 1 41 Combined 1 26 1724 1724 AM Peak 08:00 12:15 0 22 - P.H.F. 0 27 PM Peak - 02:45 Vol. 12:30 0 28 0.781 0 17 70.0% e 12:45 1 24 2 115 0 28 1 98 3 213 01:00 2 31 2 18 01:15 0 28 0 53 01:30 1 35 0 29 01:45 0 24 3 118 1 19 3 119 6 237 02:00 0 26 0 21 02:15 2 29 0 41 02:30 0 28 0 26 02:45 0 52 2 135 0 25 0 113 1 2 248 03:00 0 67 0 34 03:15 0 73 0 38 03:30 0 36 1 50 03:45 1 38 1 214 2 37 3 159 4 373 04:00 0 36 2 38 04:15 0 34 0 27 04:30 0 36 4 20 04:45 2 31 2 137 1 38 7 123 9 260 05:00 0 43 1 29 05:15 3 33 10 21 05:30 13 33 13 33 05:45 4 43 20 152 12 29 36 112 56 264 06:00 4 56 3 37 06:15 1 25 3 61 06:30 5 18 10 46 06:45 5 26 15 125 16 32 32 176 47 301 07:00 15 16 21 19 07:15 14 25 31 13 07:30 12 23 43 28 07:45 22 18 63 82 33 13 128 73 191 155 08:00 35 18 26 12 1 1 08:15 22 11 33 71 1 1 08:30 33 14 27 7 1 08:45 24 23 114 66 41 9 127 35 241 101 09:00 19 14 27 4 09:15 20 9 28 13 09:30 19 8 26 4 09:45 29 11 87 42 32 3 113 24 200 66 10:00 24 6 28 4 10:15 31 4 22 3 10:30 26 2 20 2 10:45 21 4 102 16 33 4 103 13 205 29 11:00 31 0 23 3 11:15 15 0 34 21 1 11:30 34 3 28 2 1 1 11:45 27 1 107 4 39 1 1 124 8 1 231 12 Total 518 1206 518 1206 Combined Total 1724 1724 AM Peak 08:00 - - - Vol. 114 - P.H.F. 0.814 PM Peak - 02:45 Vol. - 228 - P.H.F. 0.781 Percentag 30.0% 70.0% e ADT/AADT ADT 3,454 AADT 3,454 677 1053 677 1053 1195 2259 1730 1730 3454 07:30 - - - - - 135 - 0.785 06:00 - 176 0.721 39.1% 60.9% 14-182 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 0 2 0 1 0 0 0 0 0 0 0 0 4 05:00 0 0 6 11 9 2 0 0 0 0 0 0 0 0 28 06:00 1 0 3 10 3 0 0 0 0 0 0 0 0 0 17 07:00 0 0 13 27 7 2 0 0 0 0 0 0 0 0 49 08:00 0 2 16 40 12 2 0 0 0 0 0 0 0 0 72 09:00 0 0 9 32 16 1 0 0 0 0 0 0 0 0 58 10:00 2 2 16 28 13 4 0 0 0 0 0 0 0 0 65 11:00 2 0 10 30 22 1 0 0 0 0 0 0 0 0 65 12 PM 1 2 17 38 22 6 0 0 0 0 0 0 0 0 86 13:00 1 2 16 43 25 0 0 0 0 0 0 0 0 0 87 14:00 0 2 19 48 21 1 1 0 0 0 0 0 0 0 92 15:00 3 4 30 86 37 5 0 0 0 0 0 0 0 0 165 16:00 0 2 18 33 10 0 0 0 0 0 0 0 0 0 63 17:00 2 1 17 65 18 1 0 0 0 0 0 0 0 0 104 18:00 3 1 15 51 13 0 0 0 0 0 0 0 0 0 83 19:00 1 1 8 28 11 0 0 0 0 0 0 0 0 0 49 20:00 0 0 7 24 4 0 0 0 0 0 0 0 0 0 35 21:00 0 4 8 19 5 0 0 0 0 0 0 0 0 0 36 22:00 0 0 3 4 3 0 0 0 0 0 0 0 0 0 10 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 17 23 232 622 252 26 1 0 0 0 0. 0. 0 0. 1173 Daily 15th Percentile : 22 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 874 Percent in Pace : 74.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-182 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 1 3 0 0 0 0 0 0 0 0 0 0 0 4 05:00 0 1 5 8 2 0 0 0 0 0 0 0 0 0 16 06:00 0 1 1 9 2 0 0 0 0 0 0 0 0 0 13 07:00 2 1 25 46 6 1 0 0 0 0 0 0 0 0 81 08:00 4 4 33 31 4 1 0 0 0 0 0 0 0 0 77 09:00 2 2 31 26 8 0 0 0 0 0 0 0 0 0 69 10:00 1 2 23 34 8 0 0 0 0 0 0 0 0 0 68 11:00 2 3 28 28 7 0 1 0 0 0 0 0 0 0 69 12 PM 1 4 21 32 2 0 0 0 0 0 0 0 0 0 60 13:00 1 4 28 35 6 1 0 0 0 0 0 0 0 0 75 14:00 1 3 25 34 4 2 0 0 0 0 0 0 0 0 69 15:00 2 4 55 41 8 2 0 0 0 0 0 0 0 0 112 16:00 2 8 23 28 3 0 0 0 0 0 0 0 0 0 64 17:00 1 6 24 26 6 0 0 0 0 0 0 0 0 0 63 18:00 3 2 52 80 8 0 1 0 0 0 0 0 0 0 146 19:00 1 2 26 21 3 1 0 0 0 0 0 0 0 0 54 20:00 0 0 6 8 3 0 0 0 0 0 0 0 0 0 17 21:00 1 3 5 4 2 0 0 0 0 0 0 0 0 0 15 22:00 0 1 4 2 1 0 0 0 0 0 0 0 0 0 8 23:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 24 54 420 494. 83 8 2 0 0 0 0. 0. 0 0. 1085 Daily 15th Percentile : 21 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 914 Percent in Pace : 84.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-183 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 04:00 1 1 3 2 0 1 0 0 0 0 0 0 0 0 8 05:00 0 1 11 19 11 2 0 0 0 0 0 0 0 0 44 06:00 1 1 4 19 5 0 0 0 0 0 0 0 0 0 30 07:00 2 1 38 73 13 3 0 0 0 0 0 0 0 0 130 08:00 4 6 49 71 16 3 0 0 0 0 0 0 0 0 149 09:00 2 2 40 58 24 1 0 0 0 0 0 0 0 0 127 10:00 3 4 39 62 21 4 0 0 0 0 0 0 0 0 133 11:00 4 3 38 58 29 1 1 0 0 0 0 0 0 0 134 12 PM 2 6 38 70 24 6 0 0 0 0 0 0 0 0 146 13:00 2 6 44 78 31 1 0 0 0 0 0 0 0 0 162 14:00 1 5 44 82 25 3 1 0 0 0 0 0 0 0 161 15:00 5 8 85 127 45 7 0 0 0 0 0 0 0 0 277 16:00 2 10 41 61 13 0 0 0 0 0 0 0 0 0 127 17:00 3 7 41 91 24 1 0 0 0 0 0 0 0 0 167 18:00 6 3 67 131 21 0 1 0 0 0 0 0 0 0 229 19:00 2 3 34 49 14 1 0 0 0 0 0 0 0 0 103 20:00 0 0 13 32 7 0 0 0 0 0 0 0 0 0 52 21:00 1 7 13 23 7 0 0 0 0 0 0 0 0 0 51 22:00 0 1 7 6 4 0 0 0 0 0 0 0 0 0 18 23:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 Total 41 77 652 1116. 335. 34 3 0 0 0 0. 0. 0 0. 2258 Daily 15th Percentile : 21 MPH 50th Percentile : 26 MPH 85th Percentile : 30 MPH 95th Percentile : 33 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 1768 Percent in Pace : 78.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-184 City of Newport Beach Whitecliffs Drive E/ Star Lane 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB009 Site Code: 105-19044 Start 2/7/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Thii KAnrninn Affarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Affarnnnn 12:00 019 4U4 135 4U4 1U3 385 1U3 385 238 789 0 3 539 488 488 1027 Total 12:15 0 8 AM Peak 0 4� 07:00 - - - - - Vol. 47 12:30 0 2 P. H. F. 0.405 0 1 PM Peak - 02:45 - 12:45 0 5 0 34 0 6 0 14 0 48 01:00 0 1 75.0% 21.1% 0 3 01:15 0 5 0 27 01:30 0 2 0 3� 01:45 0 5 0 13 0 2 0 35 0 48 02:00 0 3 0 1 02:15 0 5 0 4 02:30 0 7 0 6 02:45 0 17 0 32 0 4 0 15 1 0 471 03:00 0 57 0 18 03:15 0 74 0 42 03:30 0 15 0 19 03:45 0 3 0 149 0 5 0 84 0 233 04:00 0 3 0 1 04:15 0 2 0 4 04:30 1 2 0 0 04:45 6 2 7 9 0 1 0 6 7 15 05:00 1 4 0 1 05:15 4 4 1 21 1 05:30 29 11 0 9 1 1 05:45 9 32 43 51 0 10 1 22 44 73 06:00 5 46 0 32 06:15 2 25 1 641 06:30 2 13 1 441 1 1 06:45 5 4 14 88 3 12 5 152 19 240 07:00 1 3 10 2 07:15 2 11 15 61 1 07:30 1 5 15 21 07:45 3 0 7 19 6 2 46 31 53 50 08:00 2 1 6 1 08:15 6 1 5 20 08:30 5 0 3 0 08:45 3 0 16 2 5 0 19 21 35 23 09:00 3 1 1 0 09:15 4 0 2 0� 09:30 3 1 1 1 09:45 3 0 13 2 2 0 6 1 19 3 10:00 6 1 1 1 10:15 4 1 3 0 10:30 01 3 2 10:45 4 2 14 5 2 1 9 4 23 9 11:00 2 0 2 0� 11:15 30 4 0 11:30 4 0 6 0 11:45 12 0 21 0 5 0 17 0 38 0 Total 135 4U4 135 4U4 1U3 385 1U3 385 238 789 Combined 539 539 488 488 1027 Total AM Peak 05:15 - - 07:00 - - - - - Vol. 47 - - 46 - P. H. F. 0.405 0.767 PM Peak - 02:45 - - 06:00 Vol. - 163 - - 152 P.H.F. 0.551 0.594 Percentag 25.0% 75.0% 21.1% 78.9% e ADT/AADT ADT 1,027 AADT 1,027 14-185 14-186 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 06:00 0 1 1 1 2 1 1 0 0 0 0 0 0 0 7 07:00 6 0 6 13 12 4 0 0 0 0 0 0 0 0 41 08:00 2 2 10 33 14 5 0 0 0 0 0 0 0 0 66 09:00 0 3 10 17 8 1 0 0 0 0 0 0 0 0 39 10:00 0 1 5 14 11 5 1 0 0 0 0 0 0 0 37 11:00 0 0 8 21 15 6 0 0 0 0 0 0 0 0 50 12 PM 2 1 3 17 15 7 1 0 0 0 0 0 0 0 46 13:00 1 2 6 27 23 13 0 0 0 0 0 0 0 0 72 14:00 1 1 5 27 19 7 1 0 0 0 0 0 0 0 61 15:00 1 1 16 30 20 9 1 0 0 0 0 0 0 0 78 16:00 1 2 10 21 18 5 0 0 0 0 0 0 0 0 57 17:00 3 3 8 35 18 1 1 0 0 0 0 0 0 0 69 18:00 0 1 12 19 10 5 0 1 0 0 0 0 0 0 48 19:00 0 1 5 12 12 2 0 0 0 0 0 0 0 0 32 20:00 0 0 2 9 6 3 1 0 0 0 0 0 0 0 21 21:00 0 0 2 7 1 1 0 0 0 0 0 0 0 0 11 22:00 0 0 2 0 1 1 0 0 0 0 0 0 0 0 4 23:00 0 0 1 5 0 0 0 0 0 0 0 0 0 0 6 Total 17 19 113 309 206 76 7 2 0 0 0. 0. 0 0. 749 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 515 Percent in Pace : 68.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-186 14-187 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 0 4 1 0 0 0 0 0 0 0 0 5 06:00 2 3 1 8 2 1 0 0 0 0 0 0 0 0 17 07:00 2 0 2 15 13 9 0 0 0 0 0 0 0 0 41 08:00 0 0 6 19 20 7 0 0 0 0 0 0 0 0 52 09:00 0 1 9 20 20 8 0 0 0 0 0 0 0 0 58 10:00 0 1 10 9 16 8 1 0 0 0 0 0 0 0 45 11:00 0 0 1 14 11 5 0 0 0 0 0 0 0 0 31 12 PM 0 2 3 19 10 6 0 0 0 0 0 0 0 0 40 13:00 0 1 4 6 15 4 0 0 0 0 0 0 0 0 30 14:00 1 4 4 18 14 2 0 0 0 0 0 0 0 0 43 15:00 2 1 4 14 19 7 1 0 0 0 0 0 0 0 48 16:00 0 1 3 14 10 3 0 0 0 0 0 0 0 0 31 17:00 6 2 4 20 17 8 1 0 0 0 0 0 0 0 58 18:00 1 0 6 21 10 3 0 0 0 0 0 0 0 0 41 19:00 0 0 0 12 5 3 0 0 0 0 0 0 0 0 20 20:00 0 0 2 7 4 3 0 0 0 0 0 0 0 0 16 21:00 0 0 3 4 3 2 0 0 0 0 0 0 0 0 12 22:00 0 1 1 4 3 0 0 0 0 0 0 0 0 0 9 23:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 15 17 63 225 199 80 4 0 0 0 0. 0. 0 0. 603 Daily 15th Percentile : 24 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 424 Percent in Pace : 70.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-187 14-188 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:00 1 0 1 0 2 0 0 0 0 0 0 0 0 0 4 05:00 0 0 0 1 4 1 0 1 0 0 0 0 0 0 7 06:00 2 4 2 9 4 2 1 0 0 0 0 0 0 0 24 07:00 8 0 8 28 25 13 0 0 0 0 0 0 0 0 82 08:00 2 2 16 52 34 12 0 0 0 0 0 0 0 0 118 09:00 0 4 19 37 28 9 0 0 0 0 0 0 0 0 97 10:00 0 2 15 23 27 13 2 0 0 0 0 0 0 0 82 11:00 0 0 9 35 26 11 0 0 0 0 0 0 0 0 81 12 PM 2 3 6 36 25 13 1 0 0 0 0 0 0 0 86 13:00 1 3 10 33 38 17 0 0 0 0 0 0 0 0 102 14:00 2 5 9 45 33 9 1 0 0 0 0 0 0 0 104 15:00 3 2 20 44 39 16 2 0 0 0 0 0 0 0 126 16:00 1 3 13 35 28 8 0 0 0 0 0 0 0 0 88 17:00 9 5 12 55 35 9 2 0 0 0 0 0 0 0 127 18:00 1 1 18 40 20 8 0 1 0 0 0 0 0 0 89 19:00 0 1 5 24 17 5 0 0 0 0 0 0 0 0 52 20:00 0 0 4 16 10 6 1 0 0 0 0 0 0 0 37 21:00 0 0 5 11 4 3 0 0 0 0 0 0 0 0 23 22:00 0 1 3 4 4 1 0 0 0 0 0 0 0 0 13 23:00 0 0 1 5 1 0 0 0 0 0 0 0 0 0 7 Total 32 36 176 534 405 156 11 2 0 0 0. 0. 0 0. 1352 Daily 15th Percentile : 23 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 939 Percent in Pace : 69.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-188 City of Newport Beach Francisco Drive S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB002 Site Code: 105-19044 Start 2/7/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Thii KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 0 6 99 146 99 146 257 561 0 1 573 245 245 818 Total 12:15 1 6 AM Peak 0 0 08:45 - - - - - Vol. 34 12:30 1 6 P. H. F. 0.773 1 1 PM Peak - 05:15 - 12:45 0 16 2 34 0 3 1 5 3 39 01:00 0 8 72.4% 40.4% 0 5 01:15 0 17 0 6 01:30 0 14 0 5 01:45 0 14 0 53 0 5 0 21 0 74 02:00 0 10 0 6 02:15 1 13 0 8 02:30 0 5 1 2 02:45 1 9 2 37 0 4 1 20 3 57 03:00 0 10 0 3 03:15 0 18 0 8 03:30 0 14 0 5 03:45 0 11 0 53 1 5 1 21 1 74 04:00 0 13 0 6 04:15 0 13 0 2 04:30 0 8 0 3 04:45 0 9 0 43 0 7 0 18 0 61 05:00 0 4 1 3 05:15 2 22 0 8 05:30 1 14 1 91 1 05:45 1 16 4 56 1 5 3 25 7 81 06:00 2 17 4 4 06:15 1 14 0 2 06:30 2 11 4 5 06:45 5 13 10 55 3 3 11 14 21 69 07:00 5 9 3 4 07:15 6 8 3 3� 07:30 6 5 3 3 07:45 4 9 21 31 6 0 15 10 36 41 08:00 8 8 6 1 08:15 4 6 2 1 08:30 9 6 3 1 08:45 8 5 29 25 8 0 19 3 48 28 09:00 10 5 6 1 09:15 5 3 4 1 09:30 11 1 5 01 1 09:45 4 5 30 14 4 0 19 2 49 16 10:00 5 6 1 0 10:15 10 4 3 3 10:30 6 1 4 1 10:45 5 1 26 12 3 0 11 4 37 16 11:00 9 0 5 1 11:15 10 0 7 1 11:30 10 1 1 0 11:45 5 1 34 2 5 1 18 3 52 5 Total 158 415 158 415 99 146 99 146 257 561 Combined 573 573 245 245 818 Total AM Peak 08:45 - - - 08:45 - - - - - Vol. 34 - - 23 - P. H. F. 0.773 0.719 PM Peak - 05:15 - - 04:45 Vol. - 69 - - 27 P. H. F. 0.784 0.750 Percentag 27.6% 72.4% 40.4% 59.6% e ADT/AADT ADT 818 AADT 818 14-189 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 4 07:00 2 1 6 4 0 0 0 0 0 0 0 0 0 0 13 08:00 0 2 5 3 0 0 0 0 0 0 0 0 0 0 10 09:00 0 1 1 3 1 0 0 0 0 0 0 0 0 0 6 10:00 2 3 4 6 0 0 0 0 0 0 0 0 0 0 15 11:00 0 2 3 4 3 0 0 0 0 0 0 0 0 0 12 12 PM 2 7 6 1 0 0 0 0 0 0 0 0 0 0 16 13:00 3 2 7 3 0 0 0 0 0 0 0 0 0 0 15 14:00 2 1 11 1 2 0 0 0 0 0 0 0 0 0 17 15:00 0 3 11 6 0 0 0 0 0 0 0 0 0 0 20 16:00 2 3 7 3 2 0 0 0 0 0 0 0 0 0 17 17:00 0 2 4 3 0 0 0 0 0 0 0 0 0 0 9 18:00 1 2 3 4 1 0 0 0 0 0 0 0 0 0 11 19:00 3 2 1 1 0 0 0 0 0 0 0 0 0 0 7 20:00 0 2 3 3 0 0 0 0 0 0 0 0 0 0 8 21:00 1 0 2 3 0 0 0 0 0 0 0 0 0 0 6 22:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 21 34 77 49 9 0 0 0 0 0 0. 0. 0 0. 190 Daily 15th Percentile : 16 MPH 50th Percentile : 22 MPH 85th Percentile : 28 MPH 95th Percentile : 29 MPH Statistics Mean Speed(Average) : 22 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 126 Percent in Pace : 66.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-190 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 07:00 0 0 3 4 1 0 0 0 0 0 0 0 0 0 8 08:00 3 1 1 7 2 0 0 0 0 0 0 0 0 0 14 09:00 2 3 2 3 1 0 0 0 0 0 0 0 0 0 11 10:00 2 6 8 1 0 0 0 0 0 0 0 0 0 0 17 11:00 2 2 7 3 0 0 0 0 0 0 0 0 0 0 14 12 PM 2 2 6 6 0 0 0 0 0 0 0 0 0 0 16 13:00 5 2 4 4 2 0 0 0 0 0 0 0 0 0 17 14:00 3 2 3 5 3 1 0 0 0 0 0 0 0 0 17 15:00 3 1 9 1 1 1 0 0 0 0 0 0 0 0 16 16:00 2 5 6 7 0 0 0 0 0 0 0 0 0 0 20 17:00 4 2 2 3 1 0 0 0 0 0 0 0 0 0 12 18:00 0 0 4 3 2 0 0 0 0 0 0 0 0 0 9 19:00 0 4 5 1 1 0 0 0 0 0 0 0 0 0 11 20:00 1 0 3 2 0 0 0 0 0 0 0 0 0 0 6 21:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 22:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 29 32 66 52 16 2 0 0 0 0 0. 0. 0 0. 197 Daily 15th Percentile : 15 MPH 50th Percentile : 22 MPH 85th Percentile : 28 MPH 95th Percentile : 32 MPH Statistics Mean Speed(Average) : 22 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 118 Percent in Pace : 59.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-192 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 06:00 2 1 2 0 1 0 0 0 0 0 0 0 0 0 6 07:00 2 1 9 8 1 0 0 0 0 0 0 0 0 0 21 08:00 3 3 6 10 2 0 0 0 0 0 0 0 0 0 24 09:00 2 4 3 6 2 0 0 0 0 0 0 0 0 0 17 10:00 4 9 12 7 0 0 0 0 0 0 0 0 0 0 32 11:00 2 4 10 7 3 0 0 0 0 0 0 0 0 0 26 12 PM 4 9 12 7 0 0 0 0 0 0 0 0 0 0 32 13:00 8 4 11 7 2 0 0 0 0 0 0 0 0 0 32 14:00 5 3 14 6 5 1 0 0 0 0 0 0 0 0 34 15:00 3 4 20 7 1 1 0 0 0 0 0 0 0 0 36 16:00 4 8 13 10 2 0 0 0 0 0 0 0 0 0 37 17:00 4 4 6 6 1 0 0 0 0 0 0 0 0 0 21 18:00 1 2 7 7 3 0 0 0 0 0 0 0 0 0 20 19:00 3 6 6 2 1 0 0 0 0 0 0 0 0 0 18 20:00 1 2 6 5 0 0 0 0 0 0 0 0 0 0 14 21:00 1 0 3 4 1 0 0 0 0 0 0 0 0 0 9 22:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 66 143 101 25 2 0 0 0 0 0. 0. 0 0. 387 Daily 15th Percentile : 15 MPH 50th Percentile : 22 MPH 85th Percentile : 28 MPH 95th Percentile : 31 MPH Statistics Mean Speed(Average) : 22 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 244 Percent in Pace : 63.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-192 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 06:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 07:00 3 0 3 5 2 2 0 0 0 0 0 0 0 0 15 08:00 2 0 8 11 4 0 0 0 0 0 0 0 0 0 25 09:00 2 0 3 4 2 0 0 0 0 0 0 0 0 0 11 10:00 2 1 2 8 4 1 0 0 0 0 0 0 0 0 18 11:00 1 5 3 7 3 0 0 0 0 0 0 0 0 0 19 12 PM 2 2 7 4 3 0 0 0 0 0 0 0 0 0 18 13:00 6 3 5 4 5 0 0 0 0 0 0 0 0 0 23 14:00 2 3 6 13 2 1 0 0 0 0 0 0 0 0 27 15:00 3 5 4 12 8 0 0 0 0 0 0 0 0 0 32 16:00 3 1 7 7 1 0 0 0 0 0 0 0 0 0 19 17:00 5 2 6 8 2 0 0 0 0 0 0 0 0 0 23 18:00 0 1 3 3 3 0 0 0 0 0 0 0 0 0 10 19:00 0 0 1 0 3 0 0 0 0 0 0 0 0 0 4 20:00 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3 21:00 0 1 4 2 2 0 0 0 0 0 0 0 0 0 9 22:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 31 26 67 91 . 45 4 0 0 0 0 0. 0. 0 0. 264 Daily 15th Percentile : 16 MPH 50th Percentile : 25 MPH 85th Percentile : 31 MPH 95th Percentile : 33 MPH Statistics Mean Speed(Average) : 24 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 158 Percent in Pace : 59.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-193 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 04:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 1 5 0 0 0 0 0 0 0 0 0 0 6 07:00 1 0 5 2 1 1 0 0 0 0 0 0 0 0 10 08:00 0 0 4 10 0 1 0 0 0 0 0 0 0 0 15 09:00 1 1 2 7 4 2 0 0 0 0 0 0 0 0 17 10:00 1 1 3 7 1 0 0 0 0 0 0 0 0 0 13 11:00 1 0 4 3 2 0 0 0 0 0 0 0 0 0 10 12 PM 0 1 5 7 2 0 0 0 0 0 0 0 0 0 15 13:00 3 1 6 3 4 0 0 0 0 0 0 0 0 0 17 14:00 3 3 3 8 4 0 0 0 0 0 0 0 0 0 21 15:00 0 3 4 11 1 1 0 0 0 0 0 0 0 0 20 16:00 3 0 1 8 6 2 0 0 0 0 0 0 0 0 20 17:00 0 0 2 8 2 1 0 0 0 0 0 0 0 0 13 18:00 0 0 2 7 3 0 0 0 0 0 0 0 0 0 12 19:00 0 0 2 5 0 0 0 0 0 0 0 0 0 0 7 20:00 0 3 1 3 1 0 0 0 0 0 0 0 0 0 8 21:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 13 13 47 96 34 9 0 0 0 0 0. 0. 0 0. 212 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 143 Percent in Pace : 67.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-194 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 04:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 05:00 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 06:00 0 0 1 5 1 0 0 0 0 0 0 0 0 0 7 07:00 4 0 8 7 3 3 0 0 0 0 0 0 0 0 25 08:00 2 0 12 21 4 1 0 0 0 0 0 0 0 0 40 09:00 3 1 5 11 6 2 0 0 0 0 0 0 0 0 28 10:00 3 2 5 15 5 1 0 0 0 0 0 0 0 0 31 11:00 2 5 7 10 5 0 0 0 0 0 0 0 0 0 29 12 PM 2 3 12 11 5 0 0 0 0 0 0 0 0 0 33 13:00 9 4 11 7 9 0 0 0 0 0 0 0 0 0 40 14:00 5 6 9 21 6 1 0 0 0 0 0 0 0 0 48 15:00 3 8 8 23 9 1 0 0 0 0 0 0 0 0 52 16:00 6 1 8 15 7 2 0 0 0 0 0 0 0 0 39 17:00 5 2 8 16 4 1 0 0 0 0 0 0 0 0 36 18:00 0 1 5 10 6 0 0 0 0 0 0 0 0 0 22 19:00 0 0 3 5 3 0 0 0 0 0 0 0 0 0 11 20:00 0 4 3 3 1 0 0 0 0 0 0 0 0 0 11 21:00 0 1 5 2 2 0 0 0 0 0 0 0 0 0 10 22:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 44 39 114 187. 79. 13 0 0 0 0 0. 0. 0 0. 476 Daily 15th Percentile : 18 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 301 Percent in Pace : 63.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-195 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 N/ Mairiners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 4 0 0 1 0 0 0 0 0 0 0 0 0 0 5 06:00 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 07:00 0 0 3 6 5 1 0 0 0 0 0 0 0 0 15 08:00 0 2 4 10 7 1 0 0 0 0 0 0 0 0 24 09:00 1 3 2 3 5 1 0 0 0 0 0 0 0 0 15 10:00 1 0 4 7 4 0 0 0 0 0 0 0 0 0 16 11:00 0 4 2 9 3 0 0 0 0 0 0 0 0 0 18 12 PM 5 1 6 7 1 0 0 0 0 0 0 0 0 0 20 13:00 4 2 3 6 3 2 0 0 0 0 0 0 0 0 20 14:00 3 5 5 12 4 0 0 0 0 0 0 0 0 0 29 15:00 1 3 8 12 5 0 0 0 0 0 0 0 0 0 29 16:00 0 1 3 7 2 0 0 0 0 0 0 0 0 0 13 17:00 3 1 3 6 3 0 0 0 0 0 0 0 0 0 16 18:00 0 1 3 5 1 1 0 0 0 0 0 0 0 0 11 19:00 0 1 0 2 1 1 0 0 0 0 0 0 0 0 5 20:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 21:00 0 1 2 3 2 0 0 0 0 0 0 0 0 0 8 22:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 22 25 53 102. 47 7 0 0 0 0 0. 0. 0 0. 256 Daily 15th Percentile : 18 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 155 Percent in Pace : 60.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-196 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 N/ Mairiners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 2 3 2 3 0 0 0 0 0 0 0 0 0 10 07:00 1 1 1 7 2 0 0 0 0 0 0 0 0 0 12 08:00 2 0 3 7 7 0 0 0 0 0 0 0 0 0 19 09:00 1 2 1 5 6 1 0 0 0 0 0 0 0 0 16 10:00 3 2 4 7 2 1 0 0 0 0 0 0 0 0 19 11:00 3 1 3 3 3 2 0 0 0 0 0 0 0 0 15 12 PM 0 2 8 11 1 1 0 0 0 0 0 0 0 0 23 13:00 2 1 2 4 6 3 0 0 0 0 0 0 0 0 18 14:00 2 3 2 9 5 1 0 0 0 0 0 0 0 0 22 15:00 3 1 6 17 1 1 0 0 0 0 0 0 0 0 29 16:00 2 0 4 4 5 3 0 0 0 0 0 0 0 0 18 17:00 5 2 5 7 2 2 0 0 0 0 0 0 0 0 23 18:00 0 2 3 7 3 1 0 0 0 0 0 0 0 0 16 19:00 0 0 1 6 3 0 0 0 0 0 0 0 0 0 10 20:00 0 2 1 3 4 0 0 0 0 0 0 0 0 0 10 21:00 0 0 2 0 2 0 0 0 0 0 0 0 0 0 4 22:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Total 24 21 50 100. 56 16 0 0 0 0 0. 0. 0 0. 267 Daily 15th Percentile : 18 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 156 Percent in Pace : 58.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-197 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1 178 Galaxy Drive Corona, CA 92878 N/ Mairiners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 4 0 0 1 0 0 0 0 0 0 0 0 0 0 5 06:00 0 2 4 4 4 0 0 0 0 0 0 0 0 0 14 07:00 1 1 4 13 7 1 0 0 0 0 0 0 0 0 27 08:00 2 2 7 17 14 1 0 0 0 0 0 0 0 0 43 09:00 2 5 3 8 11 2 0 0 0 0 0 0 0 0 31 10:00 4 2 8 14 6 1 0 0 0 0 0 0 0 0 35 11:00 3 5 5 12 6 2 0 0 0 0 0 0 0 0 33 12 PM 5 3 14 18 2 1 0 0 0 0 0 0 0 0 43 13:00 6 3 5 10 9 5 0 0 0 0 0 0 0 0 38 14:00 5 8 7 21 9 1 0 0 0 0 0 0 0 0 51 15:00 4 4 14 29 6 1 0 0 0 0 0 0 0 0 58 16:00 2 1 7 11 7 3 0 0 0 0 0 0 0 0 31 17:00 8 3 8 13 5 2 0 0 0 0 0 0 0 0 39 18:00 0 3 6 12 4 2 0 0 0 0 0 0 0 0 27 19:00 0 1 1 8 4 1 0 0 0 0 0 0 0 0 15 20:00 0 2 2 5 4 0 0 0 0 0 0 0 0 0 13 21:00 0 1 4 3 4 0 0 0 0 0 0 0 0 0 12 22:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 23:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Total 46 46 103 202. 103 23 0 0 0 0 0. 0. 0 0. 523 Daily 15th Percentile : 18 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 305 Percent in Pace : 58.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-198 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB016 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 05:00 0 0 2 3 5 2 1 0 0 0 0 0 0 0 13 06:00 0 1 1 3 10 1 1 0 0 0 0 0 0 0 17 07:00 2 1 0 13 26 28 5 0 0 0 0 0 0 0 75 08:00 7 1 3 25 42 27 4 0 0 0 0 0 0 0 109 09:00 2 3 4 14 23 12 3 0 0 0 0 0 0 0 61 10:00 1 0 3 18 21 19 3 0 0 0 0 0 0 0 65 11:00 4 1 4 19 22 11 2 0 0 0 0 0 0 0 63 12 PM 10 4 2 12 22 10 6 1 0 0 0 0 0 0 67 13:00 3 1 3 15 30 19 2 0 0 0 0 0 0 0 73 14:00 0 0 3 11 12 23 5 1 1 0 0 0 0 0 56 15:00 6 2 4 22 33 21 2 1 0 0 0 0 0 0 91 16:00 3 0 4 22 17 15 1 0 0 0 0 0 0 0 62 17:00 2 1 6 27 29 8 2 1 0 0 0 0 0 0 76 18:00 2 1 3 12 23 9 2 0 0 0 0 0 0 0 52 19:00 0 0 3 4 9 6 1 0 0 0 0 0 0 0 23 20:00 0 1 0 6 8 3 0 0 0 0 0 0 0 0 18 21:00 2 0 1 3 4 1 1 0 0 0 0 0 0 0 12 22:00 0 1 1 4 2 5 0 0 0 0 0 0 0 0 13 23:00 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 Total 44 18 47 234 341 224 41 4 1 0 0. 0. 0 0. 954 Daily 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 575 Percent in Pace : 60.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-199 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPBO16 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 06:00 0 0 3 3 5 1 0 0 0 0 0 0 0 0 12 07:00 3 1 0 11 20 7 1 0 0 0 0 0 0 0 43 08:00 2 0 7 11 28 12 1 0 0 0 0 0 0 0 61 09:00 5 3 2 18 20 4 0 0 0 0 0 0 0 0 52 10:00 0 0 2 16 13 7 2 0 0 0 0 0 0 0 40 11:00 2 3 4 6 11 7 1 0 0 0 0 0 0 0 34 12 PM 7 0 1 18 11 8 1 1 1 0 0 0 0 0 48 13:00 4 0 2 16 17 16 1 0 0 0 0 0 0 0 56 14:00 1 1 1 3 19 17 1 0 0 0 0 0 0 0 43 15:00 4 1 6 19 30 15 1 0 0 0 0 0 0 0 76 16:00 0 0 4 15 21 8 2 0 0 0 0 0 0 0 50 17:00 1 1 2 21 24 3 2 0 0 0 0 0 0 0 54 18:00 1 0 3 9 28 10 0 0 0 0 0 0 0 0 51 19:00 1 1 3 12 18 5 0 0 0 0 0 0 0 0 40 20:00 1 0 1 4 6 2 1 0 0 0 0 0 0 0 15 21:00 1 0 2 7 8 2 0 0 0 1 0 0 0 0 21 22:00 0 1 0 3 2 3 0 0 0 0 0 0 0 0 9 23:00 0 0 1 2 2 1 0 0 0 0 0 0 0 0 6 Total 33 12 45 194 285 131 14 1 2 1 0. 0. 0 0. 718 Daily 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 479 Percent in Pace : 66.7% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-200 14-201 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPBO16 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 05:00 0 0 2 3 7 4 1 0 0 0 0 0 0 0 17 06:00 0 1 4 6 15 2 1 0 0 0 0 0 0 0 29 07:00 5 2 0 24 46 35 6 0 0 0 0 0 0 0 118 08:00 9 1 10 36 70 39 5 0 0 0 0 0 0 0 170 09:00 7 6 6 32 43 16 3 0 0 0 0 0 0 0 113 10:00 1 0 5 34 34 26 5 0 0 0 0 0 0 0 105 11:00 6 4 8 25 33 18 3 0 0 0 0 0 0 0 97 12 PM 17 4 3 30 33 18 7 2 1 0 0 0 0 0 115 13:00 7 1 5 31 47 35 3 0 0 0 0 0 0 0 129 14:00 1 1 4 14 31 40 6 1 1 0 0 0 0 0 99 15:00 10 3 10 41 63 36 3 1 0 0 0 0 0 0 167 16:00 3 0 8 37 38 23 3 0 0 0 0 0 0 0 112 17:00 3 2 8 48 53 11 4 1 0 0 0 0 0 0 130 18:00 3 1 6 21 51 19 2 0 0 0 0 0 0 0 103 19:00 1 1 6 16 27 11 1 0 0 0 0 0 0 0 63 20:00 1 1 1 10 14 5 1 0 0 0 0 0 0 0 33 21:00 3 0 3 10 12 3 1 0 0 1 0 0 0 0 33 22:00 0 2 1 7 4 8 0 0 0 0 0 0 0 0 22 23:00 0 0 1 2 4 3 0 0 0 0 0 0 0 0 10 Total 77 30 92 428 626 355 55 5 3 1 0. 0. 0 0. 1672 Daily 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 37 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 31 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1054 Percent in Pace : 63.0% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-201 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 06:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 07:00 0 0 5 8 7 2 0 0 0 0 0 0 0 0 22 08:00 1 0 6 8 16 3 0 0 0 0 0 0 0 0 34 09:00 3 1 3 12 7 3 0 0 0 0 0 0 0 0 29 10:00 2 0 4 15 9 2 1 0 0 0 0 0 0 0 33 11:00 2 0 2 9 16 1 0 0 0 0 0 0 0 0 30 12 PM 1 2 2 10 10 2 1 0 0 0 0 0 0 0 28 13:00 2 0 3 8 4 1 3 0 0 0 0 0 0 0 21 14:00 1 4 3 12 5 4 0 0 0 0 0 0 0 0 29 15:00 3 0 5 8 10 4 0 0 0 0 0 0 0 0 30 16:00 3 4 10 10 15 3 0 0 0 0 0 0 0 0 45 17:00 3 2 11 12 13 4 0 0 0 0 0 0 0 0 45 18:00 0 1 2 6 8 1 1 0 0 0 0 0 0 0 19 19:00 3 0 6 5 6 2 0 0 0 0 0 0 0 0 22 20:00 0 5 3 3 5 0 1 0 0 0 0 0 0 0 17 21:00 0 0 2 2 3 1 0 0 0 0 0 0 0 0 8 22:00 1 0 0 2 1 0 0 0 0 0 0 0 0 0 4 23:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 Total 25 20 69 131. 141 33 7 0 0 0 0. 0. 0 0. 426 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 272 Percent in Pace : 63.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-202 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 1 3 1 0 0 0 0 0 0 0 0 6 06:00 0 0 1 2 0 1 0 0 0 0 0 0 0 0 4 07:00 0 1 0 5 5 0 0 0 0 0 0 0 0 0 11 08:00 2 0 4 12 8 3 0 0 0 0 0 0 0 0 29 09:00 3 4 7 8 6 1 0 0 0 0 0 0 0 0 29 10:00 0 3 8 10 8 2 0 0 0 0 0 0 0 0 31 11:00 0 1 2 8 7 2 0 0 0 0 0 0 0 0 20 12 PM 3 2 10 15 6 1 0 0 0 0 0 0 0 0 37 13:00 2 3 4 12 4 1 0 0 0 0 0 0 0 0 26 14:00 6 3 5 16 4 2 0 0 0 0 0 0 0 0 36 15:00 8 2 4 20 6 2 0 0 0 0 0 0 0 0 42 16:00 0 3 7 8 13 1 0 0 0 0 0 0 0 0 32 17:00 1 2 7 12 9 3 0 0 0 0 0 0 0 0 34 18:00 1 0 2 10 8 2 1 0 0 0 0 0 0 0 24 19:00 1 0 3 1 4 0 0 0 0 0 0 0 0 0 9 20:00 2 1 2 4 2 2 1 0 0 0 0 0 0 0 14 21:00 0 0 2 9 3 0 0 0 0 0 0 0 0 0 14 22:00 3 0 0 0 1 0 0 0 0 0 0 0 0 0 4 23:00 1 0 1 3 0 0 0 0 0 0 0 0 0 0 5 Total 34 25 69 156. 98 24 2 1 0 0 0. 0. 0 1 . 410 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 254 Percent in Pace : 62.0% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.2% 14-203 14-204 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044 Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 02/07/19 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 1 0 2 4 1 0 0 0 0 0 0 0 0 9 06:00 0 0 2 2 2 1 0 0 0 0 0 0 0 0 7 07:00 0 1 5 13 12 2 0 0 0 0 0 0 0 0 33 08:00 3 0 10 20 24 6 0 0 0 0 0 0 0 0 63 09:00 6 5 10 20 13 4 0 0 0 0 0 0 0 0 58 10:00 2 3 12 25 17 4 1 0 0 0 0 0 0 0 64 11:00 2 1 4 17 23 3 0 0 0 0 0 0 0 0 50 12 PM 4 4 12 25 16 3 1 0 0 0 0 0 0 0 65 13:00 4 3 7 20 8 2 3 0 0 0 0 0 0 0 47 14:00 7 7 8 28 9 6 0 0 0 0 0 0 0 0 65 15:00 11 2 9 28 16 6 0 0 0 0 0 0 0 0 72 16:00 3 7 17 18 28 4 0 0 0 0 0 0 0 0 77 17:00 4 4 18 24 22 7 0 0 0 0 0 0 0 0 79 18:00 1 1 4 16 16 3 2 0 0 0 0 0 0 0 43 19:00 4 0 9 6 10 2 0 0 0 0 0 0 0 0 31 20:00 2 6 5 7 7 2 2 0 0 0 0 0 0 0 31 21:00 0 0 4 11 6 1 0 0 0 0 0 0 0 0 22 22:00 4 0 0 2 2 0 0 0 0 0 0 0 0 0 8 23:00 1 0 2 3 2 0 0 0 0 0 0 0 0 0 8 Total 59 45 138 287 239 57 9 1 0 0 0. 0. 0 1 . 836 Daily 15th Percentile : 20 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 526 Percent in Pace : 62.9% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-204 Appendix E-2 ADT and Speed Data Saturday, March 9, 2019 14-205 City of Newport Beach Baycrest Road S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB003 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 6 6 235 490 235 490 470 739 6 141 1 Total 12:15 9 7 725 1209 AM Peak 5 19 11:00 - - - - - Vol. 42 12:30 6 9 P. H. F. 0.808 2 17 PM Peak - 00:30 - 12:45 1 11 22 33 1 16 14 66 36 99 01:00 5 10 51.4% 32.4% 6 12 01:15 6 11 0 161 1 01:30 2 7 0 7� 01:45 1 8 14 36 1 13 7 48 21 84 02:00 10 6 5 17 02:15 5 6 0 21 02:30 0 6 2 13 02:45 0 5 15 23 0 17 7 68 22 91 03:00 0 5 0 10 03:15 5 5 0 16 03:30 2 7 0 9 03:45 0 6 7 23 1 13 1 48 8 71 04:00 0 8 0 18 04:15 0 12 0 19 04:30 010 0 14 04:45 0 6 0 36 0 10 0 61 0 97 05:00 3 5 0 15 05:15 1 10 0 71 1 05:30 0 5 1 10 1 1 05:45 3 10 7 30 2 11 3 43 10 73 06:00 2 8 4 10 06:15 4 5 2 16 06:30 5 3 3 12 06:45 2 4 13 20 2 7 11 45 24 65 07:00 2 8 4 14 07:15 3 2 2 9� 07:30 4 3 0 9 07:45 7 0 16 13 11 8 17 40 33 53 08:00 9 2 3 9 08:15 10 3 6 6 08:30 9 1 13 8 08:45 13 5 41 11 14 6 36 29 77 40 09:00 9 4 7 8 09:15 9 3 14 5� 09:30 7 3 6 5 09:45 6 0 31 10 13 6 40 24 71 34 10:00 6 1 10 2 10:15 8 4 14 1 10:30 12 1 8 2 10:45 7 4 33 10 14 2 46 7 79 17 11:00 10 3 13 4 11:15 13 1 11 5 11:30 5 0 14 2� 11:45 8 0 36 4 15 0 53 11 89 15 Total 235 249 235 249 235 490 235 490 470 739 Combined Total 484 484 725 725 1209 AM Peak 10:30 - - - 11:00 - - - - - Vol. 42 - - 53 - P. H. F. 0.808 0.883 PM Peak - 00:30 - - 02:00 Vol. - 41 - - 68 P. H. F. 0.932 0.810 Percentag 48.6% 51.4% 32.4% 67.6% e ADT/AADT ADT 1,209 AADT 1,209 14-206 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPBO14 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 1 0 0 2 4 0 0 0 0 0 0 0 0 0 7 08:00 0 0 5 4 2 0 0 0 0 0 0 0 0 0 11 09:00 1 1 2 2 1 0 0 0 0 0 0 0 0 0 7 10:00 2 0 4 5 1 0 0 0 0 0 0 0 0 0 12 11:00 3 3 7 7 3 1 0 0 0 0 0 0 0 0 24 12 PM 2 1 3 7 7 0 0 0 0 0 0 0 0 0 20 13:00 0 1 1 9 4 0 0 0 0 0 0 0 0 0 15 14:00 0 1 7 4 3 0 0 0 0 0 0 0 0 0 15 15:00 1 2 2 7 8 1 0 0 0 0 0 0 0 0 21 16:00 0 0 4 16 4 0 0 0 0 0 0 0 0 0 24 17:00 2 2 6 14 2 0 0 0 0 0 0 0 0 0 26 18:00 5 1 3 8 1 0 0 0 0 0 0 0 0 0 18 19:00 1 0 4 6 2 0 0 0 0 0 0 0 0 0 13 20:00 0 1 2 4 1 0 0 0 0 0 0 0 0 0 8 21:00 0 0 2 4 0 0 0 0 0 0 0 0 0 0 6 22:00 0 0 3 3 1 0 0 0 0 0 0 0 0 0 7 23:00 0 1 2 5 2 0 0 0 0 0 0 0 0 0 10 Total 18 14 57 107 46 2 0 0 0 0 0. 0. 0 0. 244 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 33 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 164 Percent in Pace : 67.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-207 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPBO14 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 06:00 1 0 0 3 3 1 0 0 0 0 0 0 0 0 8 07:00 2 0 1 11 2 1 0 0 0 0 0 0 0 0 17 08:00 5 0 5 6 12 2 0 0 0 0 0 0 0 0 30 09:00 0 1 2 16 4 0 0 0 0 0 0 0 0 0 23 10:00 1 1 7 20 4 1 0 0 0 0 0 0 0 0 34 11:00 1 1 12 17 6 1 0 0 0 0 0 0 0 0 38 12 PM 3 0 9 16 18 1 0 0 0 0 0 0 0 0 47 13:00 4 0 4 21 3 1 0 0 0 0 0 0 0 0 33 14:00 2 2 5 20 4 0 0 0 0 0 0 0 0 0 33 15:00 3 1 9 20 6 1 0 0 0 0 0 0 0 0 40 16:00 0 1 5 15 9 1 0 0 0 0 0 0 0 0 31 17:00 3 0 6 26 5 0 0 0 0 0 0 0 0 0 40 18:00 3 1 6 15 8 1 0 0 0 0 0 0 0 0 34 19:00 0 0 6 2 4 1 0 0 0 0 0 0 0 0 13 20:00 0 1 3 8 3 0 0 0 0 0 0 0 0 0 15 21:00 0 1 2 7 2 0 0 0 0 0 0 0 0 0 12 22:00 1 0 1 3 2 1 0 0 0 0 0 0 0 0 8 23:00 0 0 3 2 2 0 0 0 0 0 0 0 0 0 7 Total 29 10 89 231. 98 14 0 0 0 0 0. 0. 0 0. 471 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 329 Percent in Pace : 69.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-208 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPBO14 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 06:00 1 0 0 3 3 1 0 0 0 0 0 0 0 0 8 07:00 3 0 1 13 6 1 0 0 0 0 0 0 0 0 24 08:00 5 0 10 10 14 2 0 0 0 0 0 0 0 0 41 09:00 1 2 4 18 5 0 0 0 0 0 0 0 0 0 30 10:00 3 1 11 25 5 1 0 0 0 0 0 0 0 0 46 11:00 4 4 19 24 9 2 0 0 0 0 0 0 0 0 62 12 PM 5 1 12 23 25 1 0 0 0 0 0 0 0 0 67 13:00 4 1 5 30 7 1 0 0 0 0 0 0 0 0 48 14:00 2 3 12 24 7 0 0 0 0 0 0 0 0 0 48 15:00 4 3 11 27 14 2 0 0 0 0 0 0 0 0 61 16:00 0 1 9 31 13 1 0 0 0 0 0 0 0 0 55 17:00 5 2 12 40 7 0 0 0 0 0 0 0 0 0 66 18:00 8 2 9 23 9 1 0 0 0 0 0 0 0 0 52 19:00 1 0 10 8 6 1 0 0 0 0 0 0 0 0 26 20:00 0 2 5 12 4 0 0 0 0 0 0 0 0 0 23 21:00 0 1 4 11 2 0 0 0 0 0 0 0 0 0 18 22:00 1 0 4 6 3 1 0 0 0 0 0 0 0 0 15 23:00 0 1 5 7 4 0 0 0 0 0 0 0 0 0 17 Total 47 24 146 338. 144 16 0 0 0 0 0. 0. 0 0. 715 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 484 Percent in Pace : 67.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-209 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 07:00 2 0 1 2 1 1 0 0 0 0 0 0 0 0 7 08:00 2 2 3 4 5 0 0 0 0 0 0 0 0 0 16 09:00 1 1 1 7 1 1 0 0 0 0 0 0 0 0 12 10:00 4 0 1 5 7 2 0 0 0 0 0 0 0 0 19 11:00 1 3 1 4 9 2 0 0 0 0 0 0 0 0 20 12 PM 3 0 1 3 5 1 1 0 0 0 0 0 0 0 14 13:00 3 0 1 5 5 1 0 0 0 0 0 0 0 0 15 14:00 0 1 1 3 4 1 0 0 0 0 0 0 0 0 10 15:00 2 2 0 2 4 4 0 0 0 0 0 0 0 0 14 16:00 1 1 3 2 7 4 0 0 0 0 0 0 0 0 18 17:00 4 1 4 1 8 1 0 0 0 0 0 0 0 0 19 18:00 0 0 0 1 3 3 0 0 0 0 0 0 0 0 7 19:00 2 0 0 7 2 0 0 0 0 0 0 0 0 0 11 20:00 0 0 0 1 3 0 0 0 0 0 0 0 0 0 4 21:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 22:00 1 1 0 2 0 1 0 0 0 0 0 0 0 0 5 23:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 Total 26 12 18 54. 66. 23 1 0 0 0 0. 0. 0 0. 200 Daily 15th Percentile : 16 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 120 Percent in Pace : 60.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-210 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 2 5 2 0 1 0 0 0 0 0 0 0 10 07:00 1 0 0 4 5 1 0 0 0 0 0 0 0 0 11 08:00 1 1 11 8 8 1 2 0 0 0 0 0 0 0 32 09:00 8 0 6 17 3 2 0 0 0 0 0 0 0 0 36 10:00 5 5 6 13 8 3 0 0 0 0 0 0 0 0 40 11:00 3 2 6 15 6 2 0 0 0 0 0 0 0 0 34 12 PM 3 4 7 14 11 7 1 0 0 0 0 0 0 0 47 13:00 2 1 9 13 7 1 0 0 0 0 0 0 0 0 33 14:00 4 3 9 10 13 3 0 0 0 0 0 0 0 0 42 15:00 2 3 7 11 11 3 0 0 0 0 0 0 0 0 37 16:00 5 1 4 13 7 1 1 0 0 0 0 0 0 0 32 17:00 5 2 8 21 3 1 0 0 1 0 0 0 0 0 41 18:00 0 0 2 8 9 1 0 0 0 0 0 0 0 0 20 19:00 1 0 5 8 9 1 0 0 0 0 0 0 0 0 24 20:00 0 0 2 10 3 0 0 0 0 0 0 0 0 0 15 21:00 0 0 1 8 6 0 0 0 0 0 0 0 0 0 15 22:00 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4 23:00 0 0 3 3 2 0 0 0 0 0 0 0 0 0 8 Total 40 22 92 184. 116 27 5 0 1 0 0. 0. 0 0. 487 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 300 Percent in Pace : 61.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Commodore Road Corona, CA 92878 S/ Tradewinds Lane Phone: (951) 268-6268 NPB013 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 02:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 2 6 3 0 1 0 0 0 0 0 0 0 12 07:00 3 0 1 6 6 2 0 0 0 0 0 0 0 0 18 08:00 3 3 14 12 13 1 2 0 0 0 0 0 0 0 48 09:00 9 1 7 24 4 3 0 0 0 0 0 0 0 0 48 10:00 9 5 7 18 15 5 0 0 0 0 0 0 0 0 59 11:00 4 5 7 19 15 4 0 0 0 0 0 0 0 0 54 12 PM 6 4 8 17 16 8 2 0 0 0 0 0 0 0 61 13:00 5 1 10 18 12 2 0 0 0 0 0 0 0 0 48 14:00 4 4 10 13 17 4 0 0 0 0 0 0 0 0 52 15:00 4 5 7 13 15 7 0 0 0 0 0 0 0 0 51 16:00 6 2 7 15 14 5 1 0 0 0 0 0 0 0 50 17:00 9 3 12 22 11 2 0 0 1 0 0 0 0 0 60 18:00 0 0 2 9 12 4 0 0 0 0 0 0 0 0 27 19:00 3 0 5 15 11 1 0 0 0 0 0 0 0 0 35 20:00 0 0 2 11 6 0 0 0 0 0 0 0 0 0 19 21:00 0 0 1 9 7 0 0 0 0 0 0 0 0 0 17 22:00 1 1 1 3 2 1 0 0 0 0 0 0 0 0 9 23:00 0 0 3 6 2 0 0 0 0 0 0 0 0 0 11 Total 66 34 110 238. 182 50 6 0 1 0 0. 0. 0 0. 687 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 420 Percent in Pace : 61.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-212 City of Newport Beach Dover Drive N/ Westcliff Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB007 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 1 17 31U 419 31U 419 533 926 3 18 730 729 729 1459 Total 12:15 1 13 AM Peak 1 18 10:00 - - - - - Vol. 64 12:30 0 14 P. H. F. 0.889 1 11 PM Peak - 04:30 - 12:45 2 14 4 58 0 141 5 61 1 9 1191 01:00 1 18 69.5% 42.5% 1 14 01:15 0 18 3 14 01:30 0 15 1 11 01:45 1 12 2 63 0 13 5 52 7 115 02:00 2 12 0 9 02:15 0 16 0 9 02:30 0 6 0 14 02:45 0 9 2 43 0 15 0 47 2 90 03:00 0 17 0 5 03:15 0 18 0 11 03:30 0 13 0 13 03:45 0 13 0 61 0 11 0 40 0 101 04:00 1 13 1 9 04:15 0 13 0 12 04:30 1 19 0 11 04:45 0 12 2 57 1 17 2 49 4 106 05:00 0 21 0 15 05:15 1 15 3 11 05:30 0 9 0 8 05:45 1 6 2 51 7 9 10 43 12 94 06:00 0 12 3 11 06:15 3 15 5 9 06:30 2 15 3 15 06:45 4 12 9 54 5 13 16 48 25 102 07:00 2 13 13 10 07:15 3 12 3 8 07:30 4 11 4 3 07:45 6 4 15 40 13 7 33 28 48 68 08:00 8 4 13 8 08:15 4 10 12 3 08:30 4 5 12 6 08:45 5 5 21 24 19 5 56 22 77 46 09:00 15 6 16 3 09:15 14 3 17 4 09:30 14 9 16 1 09:45 8 5 51 23 11 2 60 10 111 33 10:00 12 8 27 1 10:15 13 4 16 5 10:30 12 3 16 2 10:45 14 8 51 23 16 6 75 14 126 37 11:00 17 4 16 2 11:15 15 2 8 2 11:30 18 3 10 1 11:45 14 1 64 10 14 01 48 5 1 112 15 Total 223 5U7 223 5U7 31U 419 31U 419 533 926 Combined 730 730 729 729 1459 Total AM Peak 10:45 - - 10:00 - - - - - Vol. 64 - - 75 - P. H. F. 0.889 0.694 PM Peak - 04:30 - - 12:00 Vol. - 67 - - 61 P. H. F. 0.798 0.847 Percentag 30.5% 69.5% 42.5% 57.5% e ADT/AADT ADT 1,459 AADT 1,459 14-213 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 0 1 0 1 0 1 0 0 0 0 0 0 0 3 02:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 05:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 0 1 4 1 1 0 0 0 0 0 0 0 0 7 07:00 1 0 2 4 2 1 0 0 0 0 0 0 0 0 10 08:00 1 2 4 9 5 1 0 0 0 0 0 0 0 0 22 09:00 1 0 6 18 7 3 0 0 0 0 0 0 0 0 35 10:00 0 1 5 15 7 3 2 1 0 0 0 0 0 0 34 11:00 0 2 8 26 17 4 0 0 0 0 0 0 0 0 57 12 PM 2 3 7 16 19 2 0 0 0 0 0 0 0 0 49 13:00 0 2 13 20 13 5 0 0 0 0 0 0 0 0 53 14:00 2 1 8 12 7 3 1 0 0 0 0 0 0 0 34 15:00 6 2 10 21 15 3 1 0 0 0 0 0 0 0 58 16:00 0 5 10 17 9 2 1 0 0 0 0 0 0 0 44 17:00 1 1 12 18 8 3 0 0 0 0 0 0 0 0 43 18:00 0 2 11 17 6 3 0 0 0 0 0 0 0 0 39 19:00 1 4 8 9 13 0 1 0 0 0 0 0 0 0 36 20:00 0 1 2 9 6 0 0 0 0 0 0 0 0 0 18 21:00 0 1 6 7 7 1 0 0 0 0 0 0 0 0 22 22:00 0 0 2 9 7 2 0 0 0 0 0 0 0 0 20 23:00 0 0 4 2 4 0 0 0 0 0 0 0 0 0 10 Total 17 28 121 234. 157 37 7 1 0 0 0. 0. 0 0. 602 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 391 Percent in Pace : 65.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-214 14-215 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4 01:00 0 0 1 1 3 0 0 0 0 0 0 0 0 0 5 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 1 0 0 0 2 1 0 0 0 0 0 0 0 0 4 06:00 0 0 2 3 4 2 0 0 0 0 0 0 0 0 11 07:00 0 1 2 10 9 1 0 0 0 0 0 0 0 0 23 08:00 0 1 13 17 14 3 1 0 0 0 0 0 0 0 49 09:00 3 2 5 17 18 1 0 0 0 0 0 0 0 0 46 10:00 0 1 5 27 19 4 0 0 0 0 0 0 0 0 56 11:00 2 0 6 18 15 1 0 0 0 0 0 0 0 0 42 12 PM 4 3 8 20 19 1 1 0 0 0 0 0 0 0 56 13:00 2 0 3 28 13 1 0 0 0 0 0 0 0 0 47 14:00 2 0 3 22 4 4 0 0 0 0 0 0 0 0 35 15:00 4 4 3 17 5 1 0 0 0 0 0 0 0 0 34 16:00 1 2 7 17 7 3 0 0 0 0 0 0 0 0 37 17:00 0 1 8 17 8 3 0 0 0 0 0 0 0 0 37 18:00 0 2 10 16 9 3 0 0 0 0 0 0 0 0 40 19:00 2 0 3 13 7 1 0 0 0 0 0 0 0 0 26 20:00 0 0 2 8 9 1 0 0 0 0 0 0 0 0 20 21:00 0 0 2 6 3 0 0 0 0 0 0 0 0 0 11 22:00 0 0 4 3 2 3 0 0 0 0 0 0 0 0 12 23:00 0 0 1 4 1 0 0 0 0 0 0 0 0 0 6 Total 21 17 89 266 173 34 2 0 0 0 0. 0. 0 0. 602 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 439 Percent in Pace : 72.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-215 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Dover Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB021 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 2 3 0 0 0 0 0 0 0 0 0 6 01:00 0 0 2 1 4 0 1 0 0 0 0 0 0 0 8 02:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 05:00 3 0 0 0 2 1 0 0 0 0 0 0 0 0 6 06:00 0 0 3 7 5 3 0 0 0 0 0 0 0 0 18 07:00 1 1 4 14 11 2 0 0 0 0 0 0 0 0 33 08:00 1 3 17 26 19 4 1 0 0 0 0 0 0 0 71 09:00 4 2 11 35 25 4 0 0 0 0 0 0 0 0 81 10:00 0 2 10 42 26 7 2 1 0 0 0 0 0 0 90 11:00 2 2 14 44 32 5 0 0 0 0 0 0 0 0 99 12 PM 6 6 15 36 38 3 1 0 0 0 0 0 0 0 105 13:00 2 2 16 48 26 6 0 0 0 0 0 0 0 0 100 14:00 4 1 11 34 11 7 1 0 0 0 0 0 0 0 69 15:00 10 6 13 38 20 4 1 0 0 0 0 0 0 0 92 16:00 1 7 17 34 16 5 1 0 0 0 0 0 0 0 81 17:00 1 2 20 35 16 6 0 0 0 0 0 0 0 0 80 18:00 0 4 21 33 15 6 0 0 0 0 0 0 0 0 79 19:00 3 4 11 22 20 1 1 0 0 0 0 0 0 0 62 20:00 0 1 4 17 15 1 0 0 0 0 0 0 0 0 38 21:00 0 1 8 13 10 1 0 0 0 0 0 0 0 0 33 22:00 0 0 6 12 9 5 0 0 0 0 0 0 0 0 32 23:00 0 0 5 6 5 0 0 0 0 0 0 0 0 0 16 Total 38 45 210 500 330 71 9 1 0 0 0. 0. 0 0. 1204 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 830 Percent in Pace : 68.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-216 City of Newport Beach Francisco Drive S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB002 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 2 4 140 307 140 307 237 435 2 101 1 Total 12:15 0 6 447 672 AM Peak 2 9� 11:00 - - - - - Vol. 23 12:30 11 - P. H. F. 0.719 0 4 PM Peak - 01:00 - 12:45 0 4 3 15 1 11 5 34 8 49 01:00 0 6 56.9% 31.3% 1 10 01:15 2 4 4 9� 01:30 2 2 2 5� 01:45 0 6 4 18 0 17 7 41 11 59 02:00 0 3 1 7 02:15 0 4 0 9 02:30 2 3 1 7 02:45 0 2 2 12 2 9 4 32 6 44 03:00 0 7 0 9 03:15 0 2 0 11 03:30 0 3 0 5 03:45 0 4 0 16 0 9 0 34 0 50 04:00 0 3 0 7 04:15 1 4 0 9 04:30 0 2 0 13 04:45 0 1 1 10 0 8 0 37 1 47 05:00 0 1 0 13 05:15 0 3 0 6� 05:30 0 2 1 8 05:45 1 10 1 16 0 14 1 41 2 57 06:00 2 2 3 8 06:15 0 3 2 5 06:30 0 3 3 6 06:45 3 4 5 12 3 4 11 23 16 35 07:00 1 2 3 6 07:15 3 3 2 4� 07:30 4 6 5 3 07:45 3 0 11 11 3 2 13 15 24 26 08:00 4 0 2 4 08:15 6 4 4 5 08:30 5 3 3 5 08:45 3 0 18 7 4 6 13 20 31 27 09:00 3 2 2 6 09:15 3 1 8 41 1 09:30 8 1 1 21 1 09:45 6 2 20 6 5 5 16 17 36 23 10:00 6 0 7 1 10:15 30 4 4 10:30 3 0 6 1 10:45 4 2 16 2 7 3 24 9 40 11 11:00 5 2 13 0 11:15 0 0 9 0 11:30 6 0 12 1 11:45 5 1 16 3 12 3 46 4 62 7 Total 97 128 97 128 140 307 140 307 237 435 Combined Total 225 225 447 447 672 AM Peak 09:15 - - - 11:00 - - - - - Vol. 23 - - 46 - P. H. F. 0.719 0.885 PM Peak - 01:00 - - 04:15 Vol. - 18 - - 43 P. H. F. 0.750 0.632 Percentag 43.1% 56.9% 31.3% 68.7% e ADT/AADT ADT 672 AADT 672 14-217 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Galxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 06:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 07:00 0 2 2 4 0 0 0 0 0 0 0 0 0 0 8 08:00 2 1 3 2 0 0 0 0 0 0 0 0 0 0 8 09:00 3 1 1 5 0 1 0 0 0 0 0 0 0 0 11 10:00 0 4 3 3 2 0 0 0 0 0 0 0 0 0 12 11:00 0 3 5 8 0 0 0 0 0 0 0 0 0 0 16 12 PM 1 2 4 6 2 0 0 0 0 0 0 0 0 0 15 13:00 3 1 4 3 0 0 0 0 0 0 0 0 0 0 11 14:00 2 5 7 2 0 0 0 0 0 0 0 0 0 0 16 15:00 3 3 7 4 3 0 0 0 0 0 0 0 0 0 20 16:00 0 3 6 2 1 0 0 0 0 0 0 0 0 0 12 17:00 3 0 4 3 0 0 0 0 0 0 0 0 0 0 10 18:00 1 1 6 1 1 0 0 0 0 0 0 0 0 0 10 19:00 1 1 5 0 0 0 0 0 0 0 0 0 0 0 7 20:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 21:00 0 2 2 1 0 0 0 0 0 0 0 0 0 0 5 22:00 0 0 2 2 1 0 0 0 0 0 0 0 0 0 5 23:00 0 0 4 1 1 0 0 0 0 0 0 0 0 0 6 Total 21 29 69 48 12 1 0 0 0 0 0. 0. 0 0. 180 Daily 15th Percentile : 16 MPH 50th Percentile : 22 MPH 85th Percentile : 28 MPH 95th Percentile : 31 MPH Statistics Mean Speed(Average) : 23 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 117 Percent in Pace : 65.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-218 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Galxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 06:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 07:00 1 1 2 0 0 0 0 0 0 0 0 0 0 0 4 08:00 2 3 10 7 0 0 0 0 0 0 0 0 0 0 22 09:00 2 2 3 5 3 0 0 0 0 0 0 0 0 0 15 10:00 3 2 6 6 2 2 0 0 0 0 0 0 0 0 21 11:00 1 2 5 7 1 0 0 0 0 0 0 0 0 0 16 12 PM 0 5 3 3 3 0 0 0 0 0 0 0 0 0 14 13:00 4 0 3 6 1 0 0 0 0 0 0 0 0 0 14 14:00 2 1 6 3 1 0 0 0 0 0 0 0 0 0 13 15:00 2 3 3 3 1 0 0 0 0 0 0 0 0 0 12 16:00 2 4 5 7 0 0 0 0 0 0 0 0 0 0 18 17:00 0 8 5 0 1 0 0 0 0 0 0 0 0 0 14 18:00 0 1 3 4 1 0 0 0 0 0 0 0 0 0 9 19:00 0 1 4 2 1 0 0 0 0 0 0 0 0 0 8 20:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 21:00 0 2 3 2 0 0 0 0 0 0 0 0 0 0 7 22:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 23:00 0 4 0 0 1 0 0 0 0 0 0 0 0 0 5 Total 21 41 61 59 16 3 0 0 0 0 0. 0. 0 0. 201 Daily 15th Percentile : 16 MPH 50th Percentile : 23 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH Statistics Mean Speed(Average) : 23 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 120 Percent in Pace : 59.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-219 14-220 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Galxy Drive Corona, CA 92878 E/ Polaris Drive Phone: (951) 268-6268 NPB026 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 4 06:00 1 0 2 0 0 1 0 0 0 0 0 0 0 0 4 07:00 1 3 4 4 0 0 0 0 0 0 0 0 0 0 12 08:00 4 4 13 9 0 0 0 0 0 0 0 0 0 0 30 09:00 5 3 4 10 3 1 0 0 0 0 0 0 0 0 26 10:00 3 6 9 9 4 2 0 0 0 0 0 0 0 0 33 11:00 1 5 10 15 1 0 0 0 0 0 0 0 0 0 32 12 PM 1 7 7 9 5 0 0 0 0 0 0 0 0 0 29 13:00 7 1 7 9 1 0 0 0 0 0 0 0 0 0 25 14:00 4 6 13 5 1 0 0 0 0 0 0 0 0 0 29 15:00 5 6 10 7 4 0 0 0 0 0 0 0 0 0 32 16:00 2 7 11 9 1 0 0 0 0 0 0 0 0 0 30 17:00 3 8 9 3 1 0 0 0 0 0 0 0 0 0 24 18:00 1 2 9 5 2 0 0 0 0 0 0 0 0 0 19 19:00 1 2 9 2 1 0 0 0 0 0 0 0 0 0 15 20:00 1 1 0 1 1 0 0 0 0 0 0 0 0 0 4 21:00 0 4 5 3 0 0 0 0 0 0 0 0 0 0 12 22:00 0 0 2 5 1 0 0 0 0 0 0 0 0 0 8 23:00 0 4 4 1 2 0 0 0 0 0 0 0 0 0 11 Total 42 70 130 107 28 4 0 0 0 0 0. 0. 0 0. 381 Daily 15th Percentile : 16 MPH 50th Percentile : 23 MPH 85th Percentile : 28 MPH 95th Percentile : 32 MPH Statistics Mean Speed(Average) : 23 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 237 Percent in Pace : 62.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-220 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 1 0 0 2 1 0 0 0 0 0 0 0 0 0 4 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 07:00 0 0 0 1 2 1 0 0 0 0 0 0 0 0 4 08:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 09:00 1 0 2 3 2 0 0 0 0 0 0 0 0 0 8 10:00 1 0 9 4 7 1 0 0 0 0 0 0 0 0 22 11:00 1 0 5 12 4 0 0 0 0 0 0 0 0 0 22 12 PM 1 0 6 4 3 0 0 0 0 0 0 0 0 0 14 13:00 1 3 4 2 3 0 0 0 0 0 0 0 0 0 13 14:00 2 1 6 7 2 0 0 0 0 0 0 0 0 0 18 15:00 3 2 2 13 1 0 0 0 0 0 0 0 0 0 21 16:00 0 1 2 5 3 0 0 0 0 0 0 0 0 0 11 17:00 2 1 6 9 2 2 0 0 0 0 0 0 0 0 22 18:00 0 0 3 3 1 0 0 0 0 0 0 0 0 0 7 19:00 0 1 1 5 1 0 0 0 0 0 0 0 0 0 8 20:00 0 1 2 2 0 0 0 0 0 0 0 0 0 0 5 21:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 22:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 23:00 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 Total 13 11 55 76 35 4 0 0 0 0 0. 0. 0 0. 194 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 131 Percent in Pace : 67.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-221 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 07:00 0 1 0 4 0 0 0 0 0 0 0 0 0 0 5 08:00 3 0 5 2 2 0 0 0 0 0 0 0 0 0 12 09:00 12 0 3 3 3 4 0 0 0 0 0 0 0 0 25 10:00 2 1 1 4 2 1 0 0 0 0 0 0 0 0 11 11:00 4 0 3 5 6 0 0 0 0 0 0 0 0 0 18 12 PM 5 6 4 5 3 3 0 0 0 0 0 0 0 0 26 13:00 4 1 1 6 4 1 0 0 0 0 0 0 0 0 17 14:00 3 0 6 4 2 0 0 0 0 0 0 0 0 0 15 15:00 2 0 1 4 1 1 0 0 0 0 0 0 0 0 9 16:00 0 0 3 2 3 0 0 0 0 0 0 0 0 0 8 17:00 2 2 3 4 1 0 0 0 0 0 0 0 0 0 12 18:00 0 0 2 5 3 0 0 0 0 0 0 0 0 0 10 19:00 0 0 2 3 2 0 0 0 0 0 0 0 0 0 7 20:00 0 1 0 2 0 0 0 0 0 0 0 0 0 0 3 21:00 0 2 0 4 0 1 0 0 0 0 0 0 0 0 7 22:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 38 15 35 59. 33. 11 0 0 0 0 0. 0. 0 0. 191 Daily 15th Percentile : 11 MPH 50th Percentile : 25 MPH 85th Percentile : 32 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 24 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 94 Percent in Pace : 49.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-222 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB011 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 1 0 0 2 1 0 0 0 0 0 0 0 0 0 4 01:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 07:00 0 1 0 5 2 1 0 0 0 0 0 0 0 0 9 08:00 3 0 6 3 3 0 0 0 0 0 0 0 0 0 15 09:00 13 0 5 6 5 4 0 0 0 0 0 0 0 0 33 10:00 3 1 10 8 9 2 0 0 0 0 0 0 0 0 33 11:00 5 0 8 17 10 0 0 0 0 0 0 0 0 0 40 12 PM 6 6 10 9 6 3 0 0 0 0 0 0 0 0 40 13:00 5 4 5 8 7 1 0 0 0 0 0 0 0 0 30 14:00 5 1 12 11 4 0 0 0 0 0 0 0 0 0 33 15:00 5 2 3 17 2 1 0 0 0 0 0 0 0 0 30 16:00 0 1 5 7 6 0 0 0 0 0 0 0 0 0 19 17:00 4 3 9 13 3 2 0 0 0 0 0 0 0 0 34 18:00 0 0 5 8 4 0 0 0 0 0 0 0 0 0 17 19:00 0 1 3 8 3 0 0 0 0 0 0 0 0 0 15 20:00 0 2 2 4 0 0 0 0 0 0 0 0 0 0 8 21:00 0 2 0 4 1 1 0 0 0 0 0 0 0 0 8 22:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 23:00 0 0 3 2 0 0 0 0 0 0 0 0 0 0 5 Total 51 26 90 135. 68 15 0 0 0 0 0. 0. 0 0. 385 Daily 15th Percentile : 16 MPH 50th Percentile : 25 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 225 Percent in Pace : 58.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-223 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 2 0 1 1 0 1 0 0 0 0 0 0 0 0 5 07:00 0 1 0 0 4 0 0 0 0 0 0 0 0 0 5 08:00 6 1 2 5 1 0 0 0 0 0 0 0 0 0 15 09:00 11 0 2 3 3 1 0 0 0 0 0 0 0 0 20 10:00 3 1 5 6 5 1 0 0 0 0 0 0 0 0 21 11:00 8 3 2 9 3 0 0 0 0 0 0 0 0 0 25 12 PM 6 0 3 5 4 0 0 0 0 0 0 0 0 0 18 13:00 6 2 3 4 2 0 0 0 0 0 0 0 0 0 17 14:00 2 1 10 8 2 0 0 0 0 0 0 0 0 0 23 15:00 3 2 1 8 6 0 0 0 0 0 0 0 0 0 20 16:00 2 2 5 4 3 0 0 0 0 0 0 0 0 0 16 17:00 2 2 10 15 2 2 0 0 0 0 0 0 0 0 33 18:00 0 0 3 7 2 0 0 0 0 0 0 0 0 0 12 19:00 0 1 2 3 1 0 0 0 0 0 0 0 0 0 7 20:00 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 21:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 22:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 23:00 0 1 1 2 0 0 0 0 0 0 0 0 0 0 4 Total 52 19 51 85. 40. 5 0 0 0 0 0. 0. 0 0. 252 Daily 15th Percentile : 10 MPH 50th Percentile : 25 MPH 85th Percentile : 30 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 23 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 136 Percent in Pace : 54.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-224 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 07:00 0 0 1 4 1 0 0 0 0 0 0 0 0 0 6 08:00 0 0 5 6 1 0 0 0 0 0 0 0 0 0 12 09:00 1 1 2 4 5 3 0 0 0 0 0 0 0 0 16 10:00 2 2 1 3 1 5 0 0 0 0 0 0 0 0 14 11:00 3 0 3 4 5 1 1 0 0 0 0 0 0 0 17 12 PM 3 1 3 4 3 2 0 0 0 0 0 0 0 0 16 13:00 0 2 2 7 6 5 0 0 0 0 0 0 0 0 22 14:00 0 0 3 5 4 0 0 0 0 0 0 0 0 0 12 15:00 0 2 2 7 2 0 0 0 0 0 0 0 0 0 13 16:00 0 2 2 4 4 0 1 0 0 0 0 0 0 0 13 17:00 1 0 3 3 2 0 0 0 0 0 0 0 0 0 9 18:00 0 0 2 6 3 2 1 0 0 0 0 0 0 0 14 19:00 0 0 1 5 3 1 0 0 0 0 0 0 0 0 10 20:00 0 1 2 1 4 0 0 0 0 0 0 0 0 0 8 21:00 0 1 2 2 3 2 0 0 0 0 0 0 0 0 10 22:00 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 23:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 Total 10 13 35 70. 51 22 3 0 0 0 0. 0. 0 0. 204 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 121 Percent in Pace : 59.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-225 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Galaxy Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB015 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 06:00 2 1 2 1 0 1 0 0 0 0 0 0 0 0 7 07:00 0 1 1 4 5 0 0 0 0 0 0 0 0 0 11 08:00 6 1 7 11 2 0 0 0 0 0 0 0 0 0 27 09:00 12 1 4 7 8 4 0 0 0 0 0 0 0 0 36 10:00 5 3 6 9 6 6 0 0 0 0 0 0 0 0 35 11:00 11 3 5 13 8 1 1 0 0 0 0 0 0 0 42 12 PM 9 1 6 9 7 2 0 0 0 0 0 0 0 0 34 13:00 6 4 5 11 8 5 0 0 0 0 0 0 0 0 39 14:00 2 1 13 13 6 0 0 0 0 0 0 0 0 0 35 15:00 3 4 3 15 8 0 0 0 0 0 0 0 0 0 33 16:00 2 4 7 8 7 0 1 0 0 0 0 0 0 0 29 17:00 3 2 13 18 4 2 0 0 0 0 0 0 0 0 42 18:00 0 0 5 13 5 2 1 0 0 0 0 0 0 0 26 19:00 0 1 3 8 4 1 0 0 0 0 0 0 0 0 17 20:00 1 2 2 2 4 0 0 0 0 0 0 0 0 0 11 21:00 0 1 2 2 4 2 0 0 0 0 0 0 0 0 11 22:00 0 0 1 2 2 0 0 0 0 0 0 0 0 0 5 23:00 0 1 1 3 1 1 0 0 0 0 0 0 0 0 7 Total 62 32 86 155. 91 . 27 3 0 0 0 0. 0. 0 0. 456 Daily 15th Percentile : 16 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 246 Percent in Pace : 53.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-226 14-227 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB016 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 05:00 0 1 0 1 2 1 0 0 0 0 0 0 0 0 5 06:00 1 1 2 1 8 5 0 0 0 0 0 0 0 0 18 07:00 1 1 1 3 15 5 3 0 0 0 0 0 0 0 29 08:00 1 1 3 13 19 14 0 0 0 0 0 0 0 0 51 09:00 5 2 8 15 28 13 1 0 0 0 0 0 0 0 72 10:00 13 9 9 28 13 3 2 0 0 0 0 0 0 0 77 11:00 27 9 5 25 21 9 0 0 0 0 0 0 0 0 96 12 PM 24 4 5 25 23 7 1 0 0 0 0 0 0 0 89 13:00 8 5 1 13 20 9 0 0 0 0 0 0 0 0 56 14:00 19 7 5 16 19 10 0 1 1 0 0 0 0 0 78 15:00 8 3 4 13 12 7 0 0 0 0 0 0 0 0 47 16:00 4 1 1 13 14 5 0 0 0 0 0 0 0 0 38 17:00 5 1 4 12 15 6 0 0 0 0 0 0 0 0 43 18:00 2 0 2 26 13 2 1 0 0 0 0 0 0 0 46 19:00 0 1 4 8 10 2 0 0 0 0 0 0 0 0 25 20:00 1 1 1 8 9 3 0 0 0 0 0 0 0 0 23 21:00 2 0 1 4 8 2 1 0 0 0 0 0 0 0 18 22:00 1 1 1 8 4 2 3 0 0 0 0 0 0 0 20 23:00 0 1 0 7 8 1 0 0 0 0 0 0 0 0 17 Total 122 49 57 240 264 109 12. 1 1 0 0. 0. 0 0. 855 Daily 15th Percentile : 15 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 504 Percent in Pace : 58.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-227 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB016 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 2 1 0 0 0 0 0 0 0 0 4 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 3 5 6 4 0 0 0 0 0 0 0 0 18 07:00 0 0 4 6 2 1 0 0 0 0 0 0 0 0 13 08:00 2 1 3 16 10 0 0 0 0 0 0 0 0 0 32 09:00 4 1 8 12 14 4 1 0 0 0 0 0 0 0 44 10:00 13 2 8 22 4 2 0 0 0 0 0 0 0 0 51 11:00 19 3 6 19 16 3 0 0 0 0 0 0 0 0 66 12 PM 20 1 2 19 16 6 0 0 0 0 0 0 0 0 64 13:00 14 0 1 7 13 1 2 0 0 0 0 0 0 0 38 14:00 8 1 4 14 23 12 0 0 0 0 0 0 0 0 62 15:00 7 0 2 12 13 5 0 0 0 0 0 0 0 0 39 16:00 2 0 5 16 19 5 0 0 0 0 0 0 0 0 47 17:00 4 0 7 24 18 8 1 0 0 0 0 0 0 0 62 18:00 3 1 4 14 14 2 2 0 0 0 0 0 0 0 40 19:00 2 0 3 4 17 3 0 0 0 0 0 0 0 0 29 20:00 0 0 3 8 8 3 0 0 0 0 0 0 0 0 22 21:00 0 0 1 4 8 1 0 0 0 0 0 0 0 0 14 22:00 1 0 1 8 3 1 0 0 0 0 0 0 0 0 14 23:00 0 0 1 3 3 1 0 0 0 0 0 0 0 0 8 Total 99 10 66 216 210 63 6 0 0 0 0. 0. 0 0. 670 Daily 15th Percentile : 15 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 426 Percent in Pace : 63.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-228 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 N/ Mariners Drive Phone: (951) 268-6268 NPB016 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 2 4 1 0 0 0 0 0 0 0 0 7 01:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 05:00 0 1 0 1 2 1 0 0 0 0 0 0 0 0 5 06:00 1 1 5 6 14 9 0 0 0 0 0 0 0 0 36 07:00 1 1 5 9 17 6 3 0 0 0 0 0 0 0 42 08:00 3 2 6 29 29 14 0 0 0 0 0 0 0 0 83 09:00 9 3 16 27 42 17 2 0 0 0 0 0 0 0 116 10:00 26 11 17 50 17 5 2 0 0 0 0 0 0 0 128 11:00 46 12 11 44 37 12 0 0 0 0 0 0 0 0 162 12 PM 44 5 7 44 39 13 1 0 0 0 0 0 0 0 153 13:00 22 5 2 20 33 10 2 0 0 0 0 0 0 0 94 14:00 27 8 9 30 42 22 0 1 1 0 0 0 0 0 140 15:00 15 3 6 25 25 12 0 0 0 0 0 0 0 0 86 16:00 6 1 6 29 33 10 0 0 0 0 0 0 0 0 85 17:00 9 1 11 36 33 14 1 0 0 0 0 0 0 0 105 18:00 5 1 6 40 27 4 3 0 0 0 0 0 0 0 86 19:00 2 1 7 12 27 5 0 0 0 0 0 0 0 0 54 20:00 1 1 4 16 17 6 0 0 0 0 0 0 0 0 45 21:00 2 0 2 8 16 3 1 0 0 0 0 0 0 0 32 22:00 2 1 2 16 7 3 3 0 0 0 0 0 0 0 34 23:00 0 1 1 10 11 2 0 0 0 0 0 0 0 0 25 Total 221 59 123 456 474 172 18 1 1 0 0. 0. 0 0. 1525 Daily 15th Percentile : 15 MPH 50th Percentile : 28 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 930 Percent in Pace : 61.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-229 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 06:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 07:00 0 1 4 7 4 1 0 0 0 0 0 0 0 0 17 08:00 2 2 4 8 3 0 0 0 0 0 0 0 0 0 19 09:00 0 1 6 2 5 3 0 0 0 0 0 0 0 0 17 10:00 0 1 2 5 7 3 0 0 0 0 0 0 0 0 18 11:00 0 2 5 6 11 4 0 0 0 0 0 0 0 0 28 12 PM 1 2 2 6 9 1 1 0 0 0 0 0 0 0 22 13:00 1 0 6 11 7 0 0 0 0 0 0 0 0 0 25 14:00 2 2 5 9 10 1 0 0 0 0 0 0 0 0 29 15:00 0 3 2 12 4 2 0 0 0 0 0 0 0 0 23 16:00 3 1 6 10 3 0 0 0 0 0 0 0 0 0 23 17:00 0 4 6 9 3 0 0 0 0 0 0 0 0 0 22 18:00 0 3 6 14 9 0 0 0 0 0 0 0 0 0 32 19:00 0 0 4 9 7 1 0 0 0 0 0 0 0 0 21 20:00 0 2 1 8 2 2 0 0 0 0 0 0 0 0 15 21:00 0 1 0 5 5 0 0 0 0 0 0 0 0 0 11 22:00 0 0 2 2 5 1 0 0 0 0 0 0 0 0 10 23:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 9 25 63 126. 97 20 1 0 0 0 0. 0. 0 0. 341 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 223 Percent in Pace : 65.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-230 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 0 2 4 1 0 0 0 0 0 0 0 0 7 07:00 0 0 1 2 2 2 0 0 0 0 0 0 0 0 7 08:00 1 1 3 7 5 2 1 0 0 0 0 0 0 0 20 09:00 3 2 5 10 5 0 0 0 0 0 0 0 0 0 25 10:00 0 1 3 9 6 2 0 0 0 0 0 0 0 0 21 11:00 3 0 4 11 12 1 0 0 0 0 0 0 0 0 31 12 PM 0 2 5 6 12 0 0 0 0 0 0 0 0 0 25 13:00 0 2 4 6 7 0 0 0 0 0 0 0 0 0 19 14:00 2 2 2 13 8 1 0 0 0 0 0 0 0 0 28 15:00 3 1 3 10 6 3 0 0 0 0 0 0 0 0 26 16:00 4 3 3 9 5 0 0 0 0 0 0 0 0 0 24 17:00 1 2 6 6 11 2 0 0 0 0 0 0 0 0 28 18:00 0 0 1 7 11 2 1 0 0 0 0 0 0 0 22 19:00 2 0 4 5 6 2 1 0 1 0 0 0 0 0 21 20:00 0 2 4 4 3 0 0 0 0 0 0 0 0 0 13 21:00 0 1 2 2 0 0 0 0 0 0 0 0 0 0 5 22:00 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 23:00 0 1 4 0 3 1 0 0 0 0 0 0 0 0 9 Total 20 20 54 111. 112 19 3 0 1 0 0. 0. 0 0. 340 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 223 Percent in Pace : 65.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-231 14-232 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Cambridge Lane Phone: (951) 268-6268 NPB022 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 2 1 0 0 0 0 0 0 0 0 3 01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 06:00 0 0 1 3 5 1 0 0 0 0 0 0 0 0 10 07:00 0 1 5 9 6 3 0 0 0 0 0 0 0 0 24 08:00 3 3 7 15 8 2 1 0 0 0 0 0 0 0 39 09:00 3 3 11 12 10 3 0 0 0 0 0 0 0 0 42 10:00 0 2 5 14 13 5 0 0 0 0 0 0 0 0 39 11:00 3 2 9 17 23 5 0 0 0 0 0 0 0 0 59 12 PM 1 4 7 12 21 1 1 0 0 0 0 0 0 0 47 13:00 1 2 10 17 14 0 0 0 0 0 0 0 0 0 44 14:00 4 4 7 22 18 2 0 0 0 0 0 0 0 0 57 15:00 3 4 5 22 10 5 0 0 0 0 0 0 0 0 49 16:00 7 4 9 19 8 0 0 0 0 0 0 0 0 0 47 17:00 1 6 12 15 14 2 0 0 0 0 0 0 0 0 50 18:00 0 3 7 21 20 2 1 0 0 0 0 0 0 0 54 19:00 2 0 8 14 13 3 1 0 1 0 0 0 0 0 42 20:00 0 4 5 12 5 2 0 0 0 0 0 0 0 0 28 21:00 0 2 2 7 5 0 0 0 0 0 0 0 0 0 16 22:00 0 0 2 4 8 1 0 0 0 0 0 0 0 0 15 23:00 0 1 4 0 4 1 0 0 0 0 0 0 0 0 10 Total 29 45 117 237. 209 39 4 0 1 0 0. 0. 0 0. 681 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 446 Percent in Pace : 65.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-232 14-233 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB018 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 06:00 2 0 1 1 0 2 0 0 0 0 0 0 0 0 6 07:00 0 0 2 4 7 2 1 0 0 0 0 0 0 0 16 08:00 4 0 1 11 13 4 3 0 0 0 0 0 0 0 36 09:00 3 2 3 5 16 4 1 0 0 0 0 0 0 0 34 10:00 3 0 3 14 15 5 1 0 0 0 0 0 0 0 41 11:00 2 0 4 11 15 7 1 0 0 0 0 0 0 0 40 12 PM 0 1 8 12 13 8 1 0 0 0 0 0 0 0 43 13:00 3 0 4 11 15 4 2 0 0 0 0 0 0 0 39 14:00 1 1 2 4 12 6 2 0 0 0 0 0 0 0 28 15:00 1 1 2 6 5 9 0 0 0 0 0 0 0 0 24 16:00 5 2 3 4 14 3 0 0 0 0 0 0 0 0 31 17:00 4 1 2 6 10 4 0 0 0 0 0 0 0 0 27 18:00 1 0 7 14 15 2 0 0 0 0 0 0 0 0 39 19:00 0 0 2 3 3 0 0 0 0 0 0 0 0 0 8 20:00 1 2 1 6 6 0 0 0 0 0 0 0 0 0 16 21:00 0 1 3 4 4 1 1 0 0 0 0 0 0 0 14 22:00 0 0 2 3 8 2 1 0 0 0 0 0 0 0 16 23:00 0 0 2 3 3 2 0 0 0 0 0 0 0 0 10 Total 32 11 52 124 177 66 14 0 0 0 0. 0. 0 0. 476 Daily 15th Percentile : 22 MPH 50th Percentile : 30 MPH 85th Percentile : 35 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 301 Percent in Pace : 63.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-233 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB018 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 1 0 1 1 0 2 0 0 0 0 0 0 0 0 5 07:00 1 0 2 2 1 1 0 0 0 0 0 0 0 0 7 08:00 2 0 2 12 3 1 0 0 0 0 0 0 0 0 20 09:00 2 1 4 9 7 0 0 0 0 0 0 0 0 0 23 10:00 0 0 3 16 8 0 1 0 0 0 0 0 0 0 28 11:00 1 1 6 16 8 1 0 0 0 0 0 0 0 0 33 12 PM 2 0 8 15 13 0 1 0 0 0 0 0 0 0 39 13:00 3 3 3 7 4 4 0 0 0 0 0 0 0 0 24 14:00 1 1 7 11 20 2 0 0 0 0 0 0 0 0 42 15:00 2 2 5 13 7 3 0 0 0 0 0 0 0 0 32 16:00 1 0 2 9 11 2 0 0 0 0 0 0 0 0 25 17:00 4 2 5 13 8 3 0 0 0 0 0 0 0 0 35 18:00 1 1 11 12 9 2 0 0 0 0 0 0 0 0 36 19:00 1 3 6 11 5 0 0 0 0 0 0 0 0 0 26 20:00 1 0 3 5 5 0 0 0 0 0 0 0 0 0 14 21:00 0 0 1 4 3 0 0 0 0 0 0 0 0 0 8 22:00 0 0 0 4 2 0 0 0 1 0 0 0 0 0 7 23:00 0 0 2 1 3 2 0 0 0 0 0 0 0 0 8 Total 24 15 72 161 119 23 2 0 1 0 0. 0. 0 0. 417 Daily 15th Percentile : 21 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 280 Percent in Pace : 67.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-234 14-235 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Highland Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB018 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 01:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 02:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 05:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 06:00 3 0 2 2 0 4 0 0 0 0 0 0 0 0 11 07:00 1 0 4 6 8 3 1 0 0 0 0 0 0 0 23 08:00 6 0 3 23 16 5 3 0 0 0 0 0 0 0 56 09:00 5 3 7 14 23 4 1 0 0 0 0 0 0 0 57 10:00 3 0 6 30 23 5 2 0 0 0 0 0 0 0 69 11:00 3 1 10 27 23 8 1 0 0 0 0 0 0 0 73 12 PM 2 1 16 27 26 8 2 0 0 0 0 0 0 0 82 13:00 6 3 7 18 19 8 2 0 0 0 0 0 0 0 63 14:00 2 2 9 15 32 8 2 0 0 0 0 0 0 0 70 15:00 3 3 7 19 12 12 0 0 0 0 0 0 0 0 56 16:00 6 2 5 13 25 5 0 0 0 0 0 0 0 0 56 17:00 8 3 7 19 18 7 0 0 0 0 0 0 0 0 62 18:00 2 1 18 26 24 4 0 0 0 0 0 0 0 0 75 19:00 1 3 8 14 8 0 0 0 0 0 0 0 0 0 34 20:00 2 2 4 11 11 0 0 0 0 0 0 0 0 0 30 21:00 0 1 4 8 7 1 1 0 0 0 0 0 0 0 22 22:00 0 0 2 7 10 2 1 0 1 0 0 0 0 0 23 23:00 0 0 4 4 6 4 0 0 0 0 0 0 0 0 18 Total 56 26 124 285 296 89 16 0 1 0 0. 0. 0 0. 893 Daily 15th Percentile : 22 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 581 Percent in Pace : 65.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-235 City of Newport Beach Highland Avenue S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB004 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 0 18 261 530 261 530 699 1145 3 17 1053 791 791 1844 Total 12:15 1 24 AM Peak 0 141 11:00 - - - - - I I 12:30 1 29 P. H. F. 0.883 1 241 PM Peak I I 12:45 0 21 2 92 1 25 5 80 7 1721 01:00 0 20 58.4% 33.0% 0 11 01:15 2 15 2 61 I 01:30 1 28 0 151 I 01:45 0 16 3 79 0 13 2 45 5 124 02:00 0 27 1 12 02:15 0 16 0 25 02:30 0 20 0 13 02:45 0 8 0 71 0 14 1 64 1 135 03:00 1 18 0 9 03:15 0 11 0 6 03:30 0 17 0 16 03:45 0 12 1 58 0 11 0 42 1 100 04:00 1 25 0 11 04:15 0 13 0 25 04:30 1 19 1 14 04:45 0 13 2 70 0 15 1 65 3 1351 05:00 1 16 0 23 05:15 0 22 0 18 05:30 3 12 0 18 05:45 3 18 7 68 0 19 0 78 7 146 06:00 0 20 2 10 06:15 7 17 8 14 06:30 6 7 5 6 06:45 11 3 24 47 4 11 19 41 43 88 07:00 8 7 1 10 07:15 10 9 6 11 07:30 6 7 3 11 07:45 17 10 41 33 6 6 16 38 57 71 08:00 16 12 7 7 08:15 9 6 11 6 08:30 26 10 9 12 08:45 24 5 75 33 9 4 36 29 111 62 09:00 24 5 12 9 09:15 22 5 10 3 09:30 17 3 10 2 09:45 33 7 96 20 18 1 50 15 146 35 10:00 22 6 17 6 10:15 18 10 9 10 10:30 23 4 16 3 10:45 27 3 90 23 19 5 61 24 151 47 11:00 30 7 18 3 11:15 26 3 16 3 11:30 14 8 14 1 11:45 27 3 97 21 22 2 70 9 167 30 Total 438 615 438 615 261 530 261 530 699 1145 Combined 1053 1053 791 791 1844 Total AM Peak 10:30 - - - 11:00 - - - - - Vol. 106 - - 70 - P. H. F. 0.883 0.795 PM Peak - 00:15 - - 12:00 Vol. - 94 - - 80 P. H. F. 0.810 0.800 Percentag 41.6% 58.4% 33.0% 67.0% e ADT/AADT ADT 1,844 AADT 1,844 14-236 City of Newport Beach Linda Lane S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB005 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 0 7 151 112 151 109 0 12 12:15 0 8 263 382 2 16 10:15 - - - 10:00 - - - - - 12:30 0 3 - - 37 1 9 0.615 0.578 12:45 1 4 1 22 1 10 4 47 5 69 01:00 0 0 0.750 0 3 42.6% 57.4% 28.5% 71.5% 01:15 0 2 0 5 ADT 645 AADT 645 01:30 0 4 0 8 01:45 1 5 1 11 1 5 1 21 2 32 02:00 0 5 0 7I 02:15 0 2 0 3 02:30 0 3 0 8 02:45 0 3 0 13 0 1 0 19 0 32 03:00 0 8 0 5 03:15 0 3 0 5 03:30 0 4 0 9I 03:45 0 7 0 22 0 8 0 27 0 49 04:00 0 2 0 7 04:15 0 4 0 5 04:30 0 7 0 14 04:45 0 4 0 17 0 21 0 47 0 64 05:00 1 2 0 12 05:15 0 5 0 9 05:30 0 7 0 3I 05:45 0 6 1 20 0 8 0 32 1 52 06:00 0 6 1 7 06:15 1 3 0 4 06:30 1 6 0 6 06:45 0 2 2 17 1 6 2 23 4 40 07:00 5 4 0 5 07:15 2 13 7 07:30 6 3 3 6 07:45 2 3 15 11 2 7 8 25 23 36 08:00 1 5 0 6 08:15 2 2 3 6 08:30 2 2 7 2 08:45 8 0 13 9 4 1 14 15 27 24 09:00 8 2 2 4 09:15 6 0 4 0 09:30 4 0 3 3I 09:45 6 2 24 4 10 3 19 10 43 14 10:00 4 0 4 1 10:15 13 1 16 01 I I 10:30 2 2 6 2 I I I 10:45 11 1 30 4 11 1 37 4 67 8 11:00 6 0 1 1 11:15 8 0 6 0 11:30 0 0 11 2 11:45 11 1 25 1 6 01 24 31 49 4 Total 112 151 112 151 109 273 109 273 221 424 Combined Total 263 263 382 382 645 AM Peak 10:15 - - - 10:00 - - - - - Vol. 32 - - 37 - P. H. F. 0.615 0.578 PM Peak - 05:15 - - 04:30 Vol. - 24 - - 56 P. H. F. 0.750 0.667 Percentag 42.6% 57.4% 28.5% 71.5% e ADT/AADT ADT 645 AADT 645 14-237 City of Newport Beach Mariners Drive E/ Dover Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB006 Site Code: 105-19044B Start 3/9/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 2 27 554 809 554 809 973 1734 2 20 1344 1363 1363 2707 Total 12:15 1 35 AM Peak 5 34 09:30 - - - - - Vol. 107 12:30 3 24 P. H. F. 0.863 0 33 PM Peak - 04:30 - 12:45 1 21 7 107 0 39 7 126 14 233 01:00 2 20 68.8% 40.6% 3 22 01:15 0 25 0 27 01:30 0 27 0 19 01:45 1 26 3 98 1 23 4 91 7 189 02:00 1 30 0 19 02:15 3 32 4 18 02:30 0 18 1 20 02:45 0 26 4 106 1 13 6 70 10 176 03:00 1 25 1 30 03:15 1 19 1 26 03:30 1 19 0 27 03:45 0 29 3 92 0 25 2 1081 5 200 04:00 1 17 0 21 04:15 1 18 0 25 04:30 1 42 1 23 04:45 1 23 4 1001 1 22 2 91 6 1911 05:00 0 44 1 20 05:15 1 35 3 32 05:30 1 30 1 22 05:45 0 25 2 134 3 21 8 95 10 229 06:00 3 22 1 20 06:15 5 24 11 20 06:30 6 18 8 19 06:45 6 13 20 77 11 14 31 73 51 150 07:00 5 17 8 9 07:15 7 21 19 22 07:30 8 22 19 13 07:45 17 11 37 71 21 7 67 51 104 122 08:00 12 12 17 10 08:15 21 15 27 10 08:30 19 12 27 9 08:45 13 5 65 44 26 8 97 37 162 81 09:00 10 8 18 9 09:15 16 9 31 5 09:30 15 10 31 11 09:45 29 10 70 37 28 1 108 26 178 63 10:00 31 9 25 8 10:15 20 7 38 8 10:30 27 10 22 6 10:45 23 6 101 32 27 3 112 25 213 57 11:00 31 9 25 3 11:15 16 8 24 9 11:30 20 4 34 41 I 11:45 36 6 103 27 27 0 1 110 16 1 213 43 Total 419 925 419 925 554 809 554 809 973 1734 Combined 1344 1344 1363 1363 2707 Total AM Peak 09:45 - - - 09:30 - - - - - Vol. 107 - - 122 - P. H. F. 0.863 0.803 PM Peak - 04:30 - - 00:15 Vol. - 144 - - 128 P.H.F. 0.818 0.821 Percentag 31.2% 68.8% 40.6% 59.4% e ADT/AADT ADT 2,707 AADT 2,707 14-238 14-239 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPB017 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 3 2 0 0 0 0 0 0 0 0 0 5 01:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4 03:00 0 0 1 0 0 0 0 1 0 0 0 0 0 0 2 04:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 05:00 1 1 0 3 2 0 0 0 0 0 0 0 0 0 7 06:00 1 1 2 9 4 3 0 0 0 0 0 0 0 0 20 07:00 0 0 3 17 21 4 1 0 0 0 0 0 0 0 46 08:00 0 4 5 26 26 8 1 0 0 0 0 0 0 0 70 09:00 0 3 7 23 34 12 4 0 0 0 0 0 0 0 83 10:00 5 3 9 27 32 10 1 0 0 0 0 0 0 0 87 11:00 2 4 12 21 28 12 2 0 0 0 0 0 0 0 81 12 PM 2 5 8 36 34 7 5 0 0 0 0 0 0 0 97 13:00 2 2 10 22 34 8 3 1 0 0 0 0 0 0 82 14:00 2 3 14 16 19 6 1 0 0 0 0 0 0 0 61 15:00 3 3 16 22 33 7 2 0 0 0 0 0 0 0 86 16:00 7 3 9 27 20 5 1 0 0 0 0 0 0 0 72 17:00 1 11 11 23 20 3 0 0 1 0 0 0 0 0 70 18:00 1 3 16 21 14 10 2 1 0 0 0 0 0 0 68 19:00 0 2 4 10 14 1 2 0 0 0 0 0 0 0 33 20:00 0 1 5 9 5 6 1 0 0 0 0 0 0 0 27 21:00 0 0 6 9 4 5 0 0 0 0 0 0 0 0 24 22:00 0 0 1 5 6 4 1 0 0 0 0 0 0 0 17 23:00 0 1 2 6 5 0 0 0 0 0 0 0 0 0 14 Total 27 50 142 340 360 111 27 3 1 0 0. 0. 0 0. 1061 Daily 15th Percentile : 22 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 700 Percent in Pace : 66.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-239 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPBO17 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 3 1 1 0 0 0 0 0 0 0 0 5 01:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 1 2 1 0 0 0 0 0 0 0 0 4 03:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 2 04:00 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 05:00 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 06:00 1 0 3 4 1 1 0 0 0 0 0 0 0 0 10 07:00 1 1 3 11 8 4 1 0 0 0 0 0 0 0 29 08:00 1 1 11 19 17 5 0 0 0 0 0 0 0 0 54 09:00 0 3 3 16 17 1 0 0 0 0 0 0 0 0 40 10:00 4 3 11 32 18 8 0 0 0 0 0 0 0 0 76 11:00 0 4 13 28 25 7 0 0 0 0 0 0 0 0 77 12 PM 1 6 9 34 26 9 1 0 0 0 0 0 0 0 86 13:00 1 2 8 25 29 10 2 0 0 0 0 0 0 0 77 14:00 2 2 13 43 26 2 0 0 0 0 0 0 0 0 88 15:00 1 4 6 25 32 7 0 0 0 0 0 0 0 0 75 16:00 1 0 5 30 26 5 1 0 0 0 0 0 0 0 68 17:00 1 4 14 40 35 9 0 0 0 0 0 0 0 0 103 18:00 0 3 6 28 19 4 0 0 0 0 0 0 0 0 60 19:00 0 2 5 18 18 6 0 0 0 0 0 0 0 0 49 20:00 0 3 2 13 12 3 1 0 0 0 0 0 0 0 34 21:00 0 2 6 13 8 1 0 0 0 0 0 0 0 0 30 22:00 0 1 2 7 15 0 0 0 0 0 0 0 0 0 25 23:00 0 1 3 6 10 5 1 0 0 0 0 0 0 0 26 Total 14 42 125 398 348 89 8 0 0 1 0. 0. 0 0. 1025 Daily 15th Percentile : 23 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 746 Percent in Pace : 72.8% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-240 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Highland Drive Phone: (951) 268-6268 NPB017 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 6 3 1 0 0 0 0 0 0 0 0 10 01:00 0 0 1 2 2 0 0 0 0 0 0 0 0 0 5 02:00 0 0 0 3 4 1 0 0 0 0 0 0 0 0 8 03:00 0 0 1 0 1 0 0 1 0 1 0 0 0 0 4 04:00 0 0 1 2 0 0 1 0 0 0 0 0 0 0 4 05:00 1 1 1 4 3 0 0 0 0 0 0 0 0 0 10 06:00 2 1 5 13 5 4 0 0 0 0 0 0 0 0 30 07:00 1 1 6 28 29 8 2 0 0 0 0 0 0 0 75 08:00 1 5 16 45 43 13 1 0 0 0 0 0 0 0 124 09:00 0 6 10 39 51 13 4 0 0 0 0 0 0 0 123 10:00 9 6 20 59 50 18 1 0 0 0 0 0 0 0 163 11:00 2 8 25 49 53 19 2 0 0 0 0 0 0 0 158 12 PM 3 11 17 70 60 16 6 0 0 0 0 0 0 0 183 13:00 3 4 18 47 63 18 5 1 0 0 0 0 0 0 159 14:00 4 5 27 59 45 8 1 0 0 0 0 0 0 0 149 15:00 4 7 22 47 65 14 2 0 0 0 0 0 0 0 161 16:00 8 3 14 57 46 10 2 0 0 0 0 0 0 0 140 17:00 2 15 25 63 55 12 0 0 1 0 0 0 0 0 173 18:00 1 6 22 49 33 14 2 1 0 0 0 0 0 0 128 19:00 0 4 9 28 32 7 2 0 0 0 0 0 0 0 82 20:00 0 4 7 22 17 9 2 0 0 0 0 0 0 0 61 21:00 0 2 12 22 12 6 0 0 0 0 0 0 0 0 54 22:00 0 1 3 12 21 4 1 0 0 0 0 0 0 0 42 23:00 0 2 5 12 15 5 1 0 0 0 0 0 0 0 40 Total 41 92 267 738 708 200 35 3 1 1 0. 0. 0 0. 2086 Daily 15th Percentile : 23 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1446 Percent in Pace : 69.3% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.0% 14-241 14-242 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 4 3 0 0 0 0 0 0 0 0 0 7 01:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 03:00 0 0 1 0 0 0 0 0 1 0 0 0 0 0 2 04:00 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 05:00 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 06:00 2 1 4 8 2 1 0 0 0 0 0 0 0 0 18 07:00 1 0 1 13 7 1 0 0 0 0 0 0 0 0 23 08:00 0 0 7 19 11 1 0 0 0 0 0 0 0 0 38 09:00 2 2 3 10 5 1 1 0 0 0 0 0 0 0 24 10:00 1 2 11 13 18 2 0 0 0 0 0 0 0 0 47 11:00 2 1 7 21 13 2 0 0 0 0 0 0 0 0 46 12 PM 3 1 10 27 13 1 0 0 0 0 0 0 0 0 55 13:00 1 1 5 33 11 8 0 0 0 0 0 0 0 0 59 14:00 0 1 12 29 11 1 1 0 0 0 0 0 0 0 55 15:00 1 3 2 22 13 1 0 0 0 0 0 0 0 0 42 16:00 0 1 10 17 9 1 0 0 0 0 0 0 0 0 38 17:00 1 3 18 45 17 3 0 0 0 0 0 0 0 0 87 18:00 0 1 4 17 12 1 0 0 0 0 0 0 0 0 35 19:00 0 3 6 11 7 0 0 0 0 0 0 0 0 0 27 20:00 0 0 7 11 6 1 0 0 0 0 0 0 0 0 25 21:00 0 1 6 7 4 0 0 0 0 0 0 0 0 0 18 22:00 0 0 4 10 4 0 0 0 0 0 0 0 0 0 18 23:00 0 1 4 7 5 0 0 0 0 0 0 0 0 0 17 Total 15 22 123 327 175 25 3 0 1 0 0. 0. 0 0. 691 Daily 15th Percentile : 22 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 502 Percent in Pace : 72.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-242 14-243 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 01:00 0 2 0 2 1 0 0 0 0 0 0 0 0 0 5 02:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4 06:00 2 0 3 7 3 0 0 0 0 0 0 0 0 0 15 07:00 0 0 5 13 5 2 1 0 0 0 0 0 0 0 26 08:00 1 0 5 15 9 2 0 0 0 0 0 0 0 0 32 09:00 2 2 5 24 25 4 3 0 0 0 0 0 0 0 65 10:00 1 0 6 20 14 5 0 0 0 0 0 0 0 0 46 11:00 2 1 3 21 16 1 0 0 0 0 0 0 0 0 44 12 PM 3 0 7 27 16 3 1 0 0 0 0 0 0 0 57 13:00 0 0 8 20 22 3 1 0 0 0 0 0 0 0 54 14:00 0 1 12 13 9 4 0 0 0 0 0 0 0 0 39 15:00 1 2 6 16 16 2 1 0 0 0 0 0 0 0 44 16:00 0 0 6 13 9 1 0 0 0 0 0 0 0 0 29 17:00 0 0 9 14 17 1 1 0 0 0 0 0 0 0 42 18:00 0 1 5 16 11 5 0 0 0 0 0 0 0 0 38 19:00 0 0 4 8 7 1 1 0 0 0 0 0 0 0 21 20:00 0 1 3 5 6 2 0 0 0 0 0 0 0 0 17 21:00 0 0 2 2 6 0 0 0 0 0 0 0 0 0 10 22:00 0 0 1 3 3 1 0 0 0 0 0 0 0 0 8 23:00 0 1 1 7 3 0 0 0 0 0 0 0 0 0 12 Total 12 11 93 251 203 37 9 0 0 0 0. 0. 0 0. 616 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 454 Percent in Pace : 73.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-243 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Mariners Drive Corona, CA 92878 W/ Santiago Drive Phone: (951) 268-6268 NPB027 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 5 5 0 0 0 0 0 0 0 0 0 10 01:00 0 2 0 3 2 0 0 0 0 0 0 0 0 0 7 02:00 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 03:00 0 0 2 0 0 0 0 0 1 0 0 0 0 0 3 04:00 0 0 1 2 0 0 1 0 0 0 0 0 0 0 4 05:00 1 0 1 2 3 0 0 0 0 0 0 0 0 0 7 06:00 4 1 7 15 5 1 0 0 0 0 0 0 0 0 33 07:00 1 0 6 26 12 3 1 0 0 0 0 0 0 0 49 08:00 1 0 12 34 20 3 0 0 0 0 0 0 0 0 70 09:00 4 4 8 34 30 5 4 0 0 0 0 0 0 0 89 10:00 2 2 17 33 32 7 0 0 0 0 0 0 0 0 93 11:00 4 2 10 42 29 3 0 0 0 0 0 0 0 0 90 12 PM 6 1 17 54 29 4 1 0 0 0 0 0 0 0 112 13:00 1 1 13 53 33 11 1 0 0 0 0 0 0 0 113 14:00 0 2 24 42 20 5 1 0 0 0 0 0 0 0 94 15:00 2 5 8 38 29 3 1 0 0 0 0 0 0 0 86 16:00 0 1 16 30 18 2 0 0 0 0 0 0 0 0 67 17:00 1 3 27 59 34 4 1 0 0 0 0 0 0 0 129 18:00 0 2 9 33 23 6 0 0 0 0 0 0 0 0 73 19:00 0 3 10 19 14 1 1 0 0 0 0 0 0 0 48 20:00 0 1 10 16 12 3 0 0 0 0 0 0 0 0 42 21:00 0 1 8 9 10 0 0 0 0 0 0 0 0 0 28 22:00 0 0 5 13 7 1 0 0 0 0 0 0 0 0 26 23:00 0 2 5 14 8 0 0 0 0 0 0 0 0 0 29 Total 27 33 216 578 378 62 12 0 1 0 0. 0. 0 0. 1307 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 956 Percent in Pace : 73.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-244 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 07:00 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 08:00 1 0 1 3 3 0 0 0 0 0 0 0 0 0 8 09:00 1 0 2 4 1 1 0 0 0 0 0 0 0 0 9 10:00 0 0 2 2 0 1 0 0 0 0 0 0 0 0 5 11:00 1 0 4 5 5 3 0 0 0 0 0 0 0 0 18 12 PM 0 0 3 2 2 1 0 0 0 0 0 0 0 0 8 13:00 3 4 3 3 4 0 0 0 0 0 0 0 0 0 17 14:00 1 2 3 1 2 1 0 0 0 0 0 0 0 0 10 15:00 5 2 0 3 4 3 0 0 0 0 0 0 0 0 17 16:00 2 0 3 9 1 0 0 0 0 0 0 0 0 0 15 17:00 0 1 4 3 4 0 0 0 0 0 0 0 0 0 12 18:00 2 0 6 6 1 0 0 0 0 0 0 0 0 0 15 19:00 0 2 1 5 1 0 0 0 0 0 0 0 0 0 9 20:00 2 0 1 1 2 1 0 0 0 0 0 0 0 0 7 21:00 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 22:00 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 23:00 1 1 1 1 1 0 0 1 0 0 0 0 0 0 6 Total 20 13 36 53 36 11 0 1 0 0 0. 0. 0 0. 170 Daily 15th Percentile : 17 MPH 50th Percentile : 26 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 89 Percent in Pace : 52.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-245 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 06:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 07:00 0 1 0 2 1 0 0 0 0 0 0 0 0 0 4 08:00 0 1 0 3 3 1 0 0 0 0 0 0 0 0 8 09:00 0 1 2 4 3 3 0 0 0 0 0 0 0 0 13 10:00 0 1 1 3 3 1 0 0 0 0 0 0 0 0 9 11:00 1 3 4 2 5 1 0 0 0 0 0 0 0 0 16 12 PM 3 2 2 6 3 1 0 0 0 0 0 0 0 0 17 13:00 1 1 2 9 0 0 0 0 0 0 0 0 0 0 13 14:00 1 1 0 2 2 1 0 0 0 0 0 0 0 0 7 15:00 2 0 7 2 2 1 0 0 0 0 0 0 0 0 14 16:00 4 2 1 4 2 0 0 0 0 0 0 0 0 0 13 17:00 1 2 2 3 3 0 0 0 0 0 0 0 0 0 11 18:00 1 0 1 3 3 0 0 0 0 0 0 0 0 0 8 19:00 1 0 1 3 1 0 0 0 0 0 0 0 0 0 6 20:00 1 0 1 2 0 1 0 0 0 0 0 0 0 0 5 21:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 22:00 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 23:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 Total 16 18 25 55 33 10 0 0 0 0 0. 0. 0 0. 157 Daily 15th Percentile : 17 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 88 Percent in Pace : 56.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-246 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Nottingham Road Corona, CA 92878 E/ Warwick Lane Phone: (951) 268-6268 NPB020 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 0 2 0 1 0 0 0 0 0 0 0 0 0 0 3 06:00 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 07:00 1 1 1 2 2 0 0 0 0 0 0 0 0 0 7 08:00 1 1 1 6 6 1 0 0 0 0 0 0 0 0 16 09:00 1 1 4 8 4 4 0 0 0 0 0 0 0 0 22 10:00 0 1 3 5 3 2 0 0 0 0 0 0 0 0 14 11:00 2 3 8 7 10 4 0 0 0 0 0 0 0 0 34 12 PM 3 2 5 8 5 2 0 0 0 0 0 0 0 0 25 13:00 4 5 5 12 4 0 0 0 0 0 0 0 0 0 30 14:00 2 3 3 3 4 2 0 0 0 0 0 0 0 0 17 15:00 7 2 7 5 6 4 0 0 0 0 0 0 0 0 31 16:00 6 2 4 13 3 0 0 0 0 0 0 0 0 0 28 17:00 1 3 6 6 7 0 0 0 0 0 0 0 0 0 23 18:00 3 0 7 9 4 0 0 0 0 0 0 0 0 0 23 19:00 1 2 2 8 2 0 0 0 0 0 0 0 0 0 15 20:00 3 0 2 3 2 2 0 0 0 0 0 0 0 0 12 21:00 0 0 1 3 1 0 0 0 0 0 0 0 0 0 5 22:00 0 1 0 2 3 0 0 0 0 0 0 0 0 0 6 23:00 1 2 1 1 2 0 0 1 0 0 0 0 0 0 8 Total 36 31 61 108 69 21 0 1 0 0 0. 0. 0 0. 327 Daily 15th Percentile : 17 MPH 50th Percentile : 26 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 177 Percent in Pace : 54.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-247 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 1 3 6 0 0 0 0 0 0 0 0 0 11 06:00 1 2 9 42 26 10 1 0 0 0 0 0 0 0 91 07:00 0 1 5 10 2 1 0 0 0 0 0 0 0 0 19 08:00 1 1 7 11 10 2 0 0 0 0 0 0 0 0 32 09:00 5 2 14 32 10 3 0 0 0 0 0 0 0 0 66 10:00 2 2 7 13 6 0 0 0 0 0 0 0 0 0 30 11:00 3 0 5 9 9 2 0 0 0 0 0 0 0 0 28 12 PM 2 1 13 20 7 0 0 0 0 0 0 0 0 0 43 13:00 1 5 11 9 5 1 0 0 0 0 0 0 0 0 32 14:00 1 1 9 12 5 1 0 0 0 0 0 0 0 0 29 15:00 1 4 7 8 4 1 0 0 0 0 0 0 0 0 25 16:00 1 5 3 9 6 0 0 0 0 0 0 0 0 0 24 17:00 4 3 7 10 2 0 0 0 0 0 0 0 0 0 26 18:00 0 0 0 4 4 0 0 0 0 0 0 0 0 0 8 19:00 1 6 5 3 0 0 0 0 0 0 0 0 0 0 15 20:00 2 1 1 7 1 0 0 0 0 0 0 0 0 0 12 21:00 1 0 1 2 0 1 0 0 0 0 0 0 0 0 5 22:00 3 0 2 1 1 0 0 0 0 0 0 0 0 0 7 23:00 0 1 2 1 1 0 0 0 0 0 0 0 0 0 5 Total 29 36 110 209 105 22 1 0 0 0 0. 0. 0 0. 512 Daily 15th Percentile : 20 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 319 Percent in Pace : 62.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-248 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 06:00 4 2 1 13 14 3 0 0 0 0 0 0 0 0 37 07:00 0 0 2 6 3 0 0 0 0 0 0 0 0 0 11 08:00 1 0 3 9 14 1 0 0 0 0 0 0 0 0 28 09:00 0 0 5 39 25 6 1 0 0 0 0 0 0 0 76 10:00 0 2 10 21 13 4 1 0 0 0 0 0 0 0 51 11:00 2 0 10 16 16 4 0 0 0 0 0 0 0 0 48 12 PM 2 0 10 23 16 1 0 0 0 0 0 0 0 0 52 13:00 2 1 7 21 11 0 0 0 0 0 0 0 0 0 42 14:00 2 2 10 8 6 0 0 0 0 0 0 0 0 0 28 15:00 2 2 7 7 3 0 0 0 0 0 0 0 0 0 21 16:00 2 2 10 9 1 0 0 0 0 0 0 0 0 0 24 17:00 0 0 8 3 5 0 0 0 0 0 0 0 0 0 16 18:00 3 1 7 3 1 0 0 0 0 0 0 0 0 0 15 19:00 0 1 1 1 2 1 0 0 0 0 0 0 0 0 6 20:00 2 0 1 3 0 0 0 0 0 0 0 0 0 0 6 21:00 0 1 1 4 0 0 0 0 0 0 0 0 0 0 6 22:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 23:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 Total 23 14 95 190. 132. 20 2 0 0 0 0. 0. 0 0. 476 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 322 Percent in Pace : 67.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-249 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Polaris Drive Corona, CA 92878 S/ Evening Star Lane Phone: (951) 268-6268 NPB025 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 1 4 7 0 0 0 0 0 0 0 0 0 13 06:00 5 4 10 55 40 13 1 0 0 0 0 0 0 0 128 07:00 0 1 7 16 5 1 0 0 0 0 0 0 0 0 30 08:00 2 1 10 20 24 3 0 0 0 0 0 0 0 0 60 09:00 5 2 19 71 35 9 1 0 0 0 0 0 0 0 142 10:00 2 4 17 34 19 4 1 0 0 0 0 0 0 0 81 11:00 5 0 15 25 25 6 0 0 0 0 0 0 0 0 76 12 PM 4 1 23 43 23 1 0 0 0 0 0 0 0 0 95 13:00 3 6 18 30 16 1 0 0 0 0 0 0 0 0 74 14:00 3 3 19 20 11 1 0 0 0 0 0 0 0 0 57 15:00 3 6 14 15 7 1 0 0 0 0 0 0 0 0 46 16:00 3 7 13 18 7 0 0 0 0 0 0 0 0 0 48 17:00 4 3 15 13 7 0 0 0 0 0 0 0 0 0 42 18:00 3 1 7 7 5 0 0 0 0 0 0 0 0 0 23 19:00 1 7 6 4 2 1 0 0 0 0 0 0 0 0 21 20:00 4 1 2 10 1 0 0 0 0 0 0 0 0 0 18 21:00 1 1 2 6 0 1 0 0 0 0 0 0 0 0 11 22:00 3 0 4 2 1 0 0 0 0 0 0 0 0 0 10 23:00 1 1 2 1 2 0 0 0 0 0 0 0 0 0 7 Total 52 50 205 399. 237. 42 3 0 0 0 0. 0. 0 0. 988 Daily 15th Percentile : 21 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 636 Percent in Pace : 64.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-250 14-251 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB010 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 2 1 1 0 0 0 0 0 0 0 0 4 02:00 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 03:00 0 0 0 1 0 1 0 0 0 0 0 1 0 0 3 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 3 0 1 0 0 0 0 0 0 0 0 4 06:00 1 0 1 13 8 3 1 0 0 0 0 0 0 0 27 07:00 1 0 5 10 9 4 0 0 0 0 0 0 0 0 29 08:00 2 0 7 27 15 3 0 0 0 0 0 0 0 0 54 09:00 3 2 7 42 19 4 2 0 0 0 0 0 0 0 79 10:00 1 1 12 43 21 4 0 0 0 0 0 0 0 0 82 11:00 4 1 4 36 31 2 0 0 0 0 0 0 0 0 78 12 PM 1 2 9 41 30 5 0 0 0 0 0 0 0 0 88 13:00 2 4 12 27 23 4 0 0 0 0 0 0 0 0 72 14:00 1 2 9 25 15 5 2 0 0 0 0 0 0 0 59 15:00 3 1 5 34 15 1 0 0 0 0 0 0 0 0 59 16:00 1 0 12 23 10 5 0 0 0 0 0 0 0 0 51 17:00 1 3 13 21 17 1 1 0 0 0 0 0 0 0 57 18:00 0 2 8 16 8 0 1 0 0 0 0 0 0 0 35 19:00 1 0 3 11 7 1 0 0 0 0 0 0 0 0 23 20:00 0 2 4 11 7 2 0 0 0 0 0 0 0 0 26 21:00 0 3 3 2 6 0 0 0 0 0 0 0 0 0 14 22:00 0 2 3 5 4 1 0 0 0 0 0 0 0 0 15 23:00 0 1 3 2 3 0 0 0 0 0 0 0 0 0 9 Total 22 26 120 399 252 48 7 0 0 0 0. 1 . 0 0. 875 Daily 15th Percentile : 23 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 651 Percent in Pace : 74.4% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-251 14-252 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB010 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 2 1 0 1 0 0 0 0 0 0 0 4 01:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 04:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 05:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 06:00 1 0 5 24 15 4 0 0 0 0 0 0 0 0 49 07:00 2 0 8 22 4 2 0 0 0 0 0 0 0 0 38 08:00 4 2 4 19 14 3 0 0 0 0 0 0 0 0 46 09:00 0 1 11 26 18 3 1 0 0 0 0 0 0 0 60 10:00 1 3 5 33 12 1 0 0 0 0 0 0 0 0 55 11:00 2 2 11 31 10 0 0 0 0 0 0 0 0 0 56 12 PM 4 3 14 29 13 1 0 0 0 0 0 0 0 0 64 13:00 0 1 11 24 6 0 0 0 0 0 0 0 0 0 42 14:00 2 2 7 21 11 2 0 0 0 0 0 0 0 0 45 15:00 0 3 9 26 10 2 0 0 0 0 0 0 0 0 50 16:00 1 3 7 26 10 0 0 0 0 0 0 0 0 0 47 17:00 1 2 10 23 7 0 0 0 0 0 0 0 0 0 43 18:00 0 1 4 13 6 0 0 0 0 0 0 0 0 0 24 19:00 0 1 3 10 7 0 0 0 0 0 0 0 0 0 21 20:00 1 4 7 5 7 1 0 0 0 0 0 0 0 0 25 21:00 1 1 0 10 4 1 0 0 0 0 0 0 0 0 17 22:00 1 0 1 10 4 3 0 0 0 0 0 0 0 0 19 23:00 0 0 0 2 0 2 1 0 0 0 0 0 0 0 5 Total 21 29 119 361 162 26 3 0 0 0 0. 0. 0 0. 721 Daily 15th Percentile : 22 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 523 Percent in Pace : 72.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-252 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 N/ Holiday Road Phone: (951) 268-6268 NPB010 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 3 3 0 1 0 0 0 0 0 0 0 7 01:00 0 0 1 4 1 1 0 0 0 0 0 0 0 0 7 02:00 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 03:00 0 0 0 1 1 2 0 0 0 0 0 1 0 0 5 04:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 05:00 0 0 1 4 0 1 0 0 0 0 0 0 0 0 6 06:00 2 0 6 37 23 7 1 0 0 0 0 0 0 0 76 07:00 3 0 13 32 13 6 0 0 0 0 0 0 0 0 67 08:00 6 2 11 46 29 6 0 0 0 0 0 0 0 0 100 09:00 3 3 18 68 37 7 3 0 0 0 0 0 0 0 139 10:00 2 4 17 76 33 5 0 0 0 0 0 0 0 0 137 11:00 6 3 15 67 41 2 0 0 0 0 0 0 0 0 134 12 PM 5 5 23 70 43 6 0 0 0 0 0 0 0 0 152 13:00 2 5 23 51 29 4 0 0 0 0 0 0 0 0 114 14:00 3 4 16 46 26 7 2 0 0 0 0 0 0 0 104 15:00 3 4 14 60 25 3 0 0 0 0 0 0 0 0 109 16:00 2 3 19 49 20 5 0 0 0 0 0 0 0 0 98 17:00 2 5 23 44 24 1 1 0 0 0 0 0 0 0 100 18:00 0 3 12 29 14 0 1 0 0 0 0 0 0 0 59 19:00 1 1 6 21 14 1 0 0 0 0 0 0 0 0 44 20:00 1 6 11 16 14 3 0 0 0 0 0 0 0 0 51 21:00 1 4 3 12 10 1 0 0 0 0 0 0 0 0 31 22:00 1 2 4 15 8 4 0 0 0 0 0 0 0 0 34 23:00 0 1 3 4 3 2 1 0 0 0 0 0 0 0 14 Total 43 55 239 760 414 74 10 0 0 0 0. 1 . 0 0. 1596 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 1174 Percent in Pace : 73.6% Number of Vehicles > 55 MPH : 1 Percent of Vehicles > 55 MPH : 0.1% 14-253 14-254 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 01:00 0 2 0 0 1 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 06:00 1 0 1 9 10 4 2 0 0 0 0 0 0 0 27 07:00 4 0 1 2 5 3 0 0 0 0 0 0 0 0 15 08:00 5 1 3 15 13 4 0 0 0 0 0 0 0 0 41 09:00 5 2 7 21 28 11 2 2 0 0 0 0 0 0 78 10:00 2 3 3 13 18 11 2 1 0 0 0 0 0 0 53 11:00 3 0 4 9 21 13 3 0 0 0 0 0 0 0 53 12 PM 4 3 7 5 21 16 4 0 0 0 0 0 0 0 60 13:00 2 1 5 15 18 7 4 0 0 0 0 0 0 0 52 14:00 1 1 8 13 6 6 1 1 0 0 0 0 0 0 37 15:00 6 0 6 14 10 7 0 1 0 0 0 0 0 0 44 16:00 5 1 7 18 10 4 1 0 1 0 0 0 0 0 47 17:00 1 1 3 12 14 5 0 0 0 0 0 0 0 0 36 18:00 0 1 5 7 7 0 0 1 0 0 0 0 0 0 21 19:00 1 1 6 4 4 2 0 0 0 0 0 0 0 0 18 20:00 1 0 3 4 8 1 1 0 0 0 0 0 0 0 18 21:00 0 0 1 3 4 0 0 0 0 0 0 0 0 0 8 22:00 0 0 0 1 2 4 0 0 0 0 0 0 0 0 7 23:00 0 0 1 4 2 1 0 0 0 0 0 0 0 0 8 Total 41 18 71 171 205 100 20 6 1 0 0. 0. 0 0. 633 Daily 15th Percentile : 22 MPH 50th Percentile : 30 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Statistics Mean Speed(Average) : 30 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 376 Percent in Pace : 59.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-254 14-255 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 06:00 0 1 2 19 33 7 2 0 0 0 0 0 0 0 64 07:00 1 2 2 14 6 2 1 0 0 0 0 0 0 0 28 08:00 0 0 5 15 12 4 0 1 0 0 0 0 0 0 37 09:00 4 0 11 26 17 0 0 1 0 0 0 0 0 0 59 10:00 3 1 3 18 14 4 0 0 0 0 0 0 0 0 43 11:00 1 1 3 16 12 3 0 0 0 0 0 0 0 0 36 12 PM 1 1 10 19 13 1 0 0 0 0 0 0 0 0 45 13:00 4 1 11 12 8 0 0 0 0 0 0 0 0 0 36 14:00 0 4 9 10 14 1 1 0 0 0 0 0 0 0 39 15:00 1 4 3 18 10 2 0 0 0 0 0 0 0 0 38 16:00 3 2 8 13 12 1 0 0 0 0 0 0 0 0 39 17:00 0 2 7 18 7 1 0 0 0 0 0 0 0 0 35 18:00 0 0 5 11 2 1 0 0 0 0 0 0 0 0 19 19:00 1 4 4 8 3 0 0 0 0 0 0 0 0 0 20 20:00 1 0 3 3 5 2 0 0 0 0 0 0 0 0 14 21:00 0 1 4 3 3 1 0 0 0 0 0 0 0 0 12 22:00 0 0 0 7 2 1 0 0 0 0 0 0 0 0 10 23:00 0 1 1 3 1 1 0 0 0 0 0 0 0 0 7 Total 20 25 91 239 179 33 4 2 0 0 0. 0. 0 0. 593 Daily 15th Percentile : 22 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 418 Percent in Pace : 70.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-255 14-256 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Estelle Lane Phone: (951) 268-6268 NPB019 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 2 1 1 0 0 0 0 0 0 0 0 5 01:00 0 2 0 1 1 0 0 0 0 0 0 0 0 0 4 02:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 4 1 1 0 0 0 0 0 0 0 0 6 06:00 1 1 3 28 43 11 4 0 0 0 0 0 0 0 91 07:00 5 2 3 16 11 5 1 0 0 0 0 0 0 0 43 08:00 5 1 8 30 25 8 0 1 0 0 0 0 0 0 78 09:00 9 2 18 47 45 11 2 3 0 0 0 0 0 0 137 10:00 5 4 6 31 32 15 2 1 0 0 0 0 0 0 96 11:00 4 1 7 25 33 16 3 0 0 0 0 0 0 0 89 12 PM 5 4 17 24 34 17 4 0 0 0 0 0 0 0 105 13:00 6 2 16 27 26 7 4 0 0 0 0 0 0 0 88 14:00 1 5 17 23 20 7 2 1 0 0 0 0 0 0 76 15:00 7 4 9 32 20 9 0 1 0 0 0 0 0 0 82 16:00 8 3 15 31 22 5 1 0 1 0 0 0 0 0 86 17:00 1 3 10 30 21 6 0 0 0 0 0 0 0 0 71 18:00 0 1 10 18 9 1 0 1 0 0 0 0 0 0 40 19:00 2 5 10 12 7 2 0 0 0 0 0 0 0 0 38 20:00 2 0 6 7 13 3 1 0 0 0 0 0 0 0 32 21:00 0 1 5 6 7 1 0 0 0 0 0 0 0 0 20 22:00 0 0 0 8 4 5 0 0 0 0 0 0 0 0 17 23:00 0 1 2 7 3 2 0 0 0 0 0 0 0 0 15 Total 61 43 162 410 384 133 24 8 1 0 0. 0. 0 0. 1226 Daily 15th Percentile : 22 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Statistics Mean Speed(Average) : 29 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 794 Percent in Pace : 64.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-256 City of Newport Beach Santiago Drive S/ Irvine Avenue 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB001 Site Code: 105-19044B Start 3/9/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat KAnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn 12:00 4 42 587 811 587 811 1277 1795 4 29 1674 1398 1398 3072 Total 12:15 2 42 AM Peak 4 20 09:15 - - - - - Vol. 169 12:30 3 29 P. H. F. 0.862 0 35 PM Peak - 01:30 - 12:45 1 22 10 135 1 30 9 114 19 249 01:00 4 39 58.8% 42.0% 7 18 01:15 2 33 2 25 01:30 1 38 2 20 01:45 2 32 9 142 0 43 11 106 20 248 02:00 0 37 1 29 02:15 3 41 1 21 02:30 0 27 0 19 02:45 0 30 3 135 0 26 2 95 5 230 03:00 0 35 0 26 03:15 0 28 0 25 03:30 2 36 2 27 03:45 1 24 3 123 0 22 2 100 5 223 04:00 0 25 1 26 04:15 0 24 1 17 04:30 2 31 0 17 04:45 0 31 2 111 2 19 4 79 1 6 1901 05:00 1 40 0 23 05:15 1 21 2 29 05:30 1 24 4 181 1 05:45 5 24 8 109 6 19 12 89 20 198 06:00 3 24 15 18 06:15 8 10 17 17 06:30 7 21 14 14 06:45 16 15 34 70 18 16 64 65 98 135 07:00 13 15 13 14 07:15 18 6 15 11 07:30 17 13 17 12 07:45 21 17 69 51 25 12 70 49 139 100 08:00 21 19 21 101 1 08:15 25 6 25 9 08:30 22 9 21 6 08:45 34 4 102 38 27 9 94 34 196 72 09:00 27 10 18 11 09:15 37 5 32 13 09:30 32 7 19 6 09:45 32 8 128 30 35 15 104 45 232 75 10:00 33 7 32 6 10:15 30 10 20 12 10:30 49 3 24 3 10:45 42 1 154 21 28 3 104 24 258 45 11:00 36 6 33 3 11:15 42 3 32 3 11:30 49 7 17 21 1 11:45 41 3 168 19 29 3 1 111 11 1 279 30 Total 690 984 690 984 587 811 587 811 1277 1795 Combined 1674 1674 1398 1398 3072 Total AM Peak 10:30 - - - 09:15 - - - - - Vol. 169 - - 118 - P. H. F. 0.862 0.843 PM Peak - 01:30 - - 01:15 Vol. - 148 - - 117 P. H. F. 0.902 0.680 Percentag 41.2% 58.8% 42.0% 58.0% e ADT/AADT ADT 3,072 AADT 3,072 14-257 14-258 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 06:00 0 0 1 1 2 1 0 0 1 0 0 0 0 0 6 07:00 0 0 0 1 6 2 1 0 0 0 0 0 0 0 10 08:00 0 0 1 1 5 2 0 0 0 0 0 0 0 0 9 09:00 1 2 3 1 14 5 2 0 1 0 0 0 0 0 29 10:00 3 1 1 4 7 7 0 0 0 0 0 0 0 0 23 11:00 0 1 0 5 12 6 2 0 0 0 0 0 0 0 26 12 PM 0 0 1 6 15 7 2 0 0 0 0 0 0 0 31 13:00 1 1 4 8 13 11 3 0 0 0 0 0 0 0 41 14:00 0 0 1 9 19 3 2 0 0 0 0 0 0 0 34 15:00 0 0 3 4 8 5 3 1 0 0 0 0 0 0 24 16:00 0 0 3 11 11 8 1 0 0 0 0 0 0 0 34 17:00 2 0 2 6 7 3 4 0 0 0 0 0 0 0 24 18:00 2 1 3 6 11 2 2 1 0 0 0 0 0 0 28 19:00 0 0 3 7 3 0 0 1 0 0 0 0 0 0 14 20:00 0 1 0 5 3 2 0 0 0 0 0 0 0 0 11 21:00 0 1 1 7 3 1 1 0 0 0 0 0 0 0 14 22:00 0 0 1 2 1 2 0 1 0 0 0 0 0 0 7 23:00 0 0 0 1 3 0 1 0 0 0 0 0 0 0 5 Total 9 9 29 86 144 68 24 5 2 0 0. 0. 0 0. 376 Daily 15th Percentile : 25 MPH 50th Percentile : 31 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 230 Percent in Pace : 61.2% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-258 14-259 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 0 0 0 3 1 0 0 0 0 0 0 0 0 5 06:00 0 0 0 2 0 2 1 0 0 0 0 0 0 0 5 07:00 0 0 1 3 1 5 0 0 0 0 0 0 0 0 10 08:00 0 0 0 3 14 11 3 0 0 0 0 0 0 0 31 09:00 1 0 1 5 14 10 0 0 0 0 0 0 0 0 31 10:00 1 0 0 4 12 9 3 0 0 0 0 0 0 0 29 11:00 0 0 1 5 10 11 1 0 0 0 0 0 0 0 28 12 PM 0 2 2 3 10 6 2 0 0 0 0 0 0 0 25 13:00 1 1 1 3 9 9 1 0 1 0 0 0 0 0 26 14:00 1 0 3 7 10 9 2 0 0 0 0 0 0 0 32 15:00 1 0 2 7 6 6 0 1 0 0 0 0 0 0 23 16:00 0 0 2 6 13 5 2 0 0 0 0 0 0 0 28 17:00 2 1 5 8 10 7 0 0 0 0 0 0 0 0 33 18:00 2 0 2 8 10 0 1 0 1 0 0 0 0 0 24 19:00 2 1 1 2 6 1 0 0 0 0 0 0 0 0 13 20:00 0 0 3 2 3 2 0 0 0 0 0 0 0 0 10 21:00 0 1 0 1 3 2 0 0 1 0 0 0 0 0 8 22:00 1 0 0 4 4 0 0 0 0 0 0 0 0 0 9 23:00 0 0 1 0 3 0 1 0 0 0 0 0 0 0 5 Total 13 6 25 73 142 97 17 1 3 0 0. 0. 0 0. 377 Daily 15th Percentile : 25 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 40 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace : 239 Percent in Pace : 63.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-259 14-260 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Santiago Drive Corona, CA 92878 S/ Nottingham Road Phone: (951) 268-6268 NPB023 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 05:00 1 0 0 0 3 1 0 1 0 0 0 0 0 0 6 06:00 0 0 1 3 2 3 1 0 1 0 0 0 0 0 11 07:00 0 0 1 4 7 7 1 0 0 0 0 0 0 0 20 08:00 0 0 1 4 19 13 3 0 0 0 0 0 0 0 40 09:00 2 2 4 6 28 15 2 0 1 0 0 0 0 0 60 10:00 4 1 1 8 19 16 3 0 0 0 0 0 0 0 52 11:00 0 1 1 10 22 17 3 0 0 0 0 0 0 0 54 12 PM 0 2 3 9 25 13 4 0 0 0 0 0 0 0 56 13:00 2 2 5 11 22 20 4 0 1 0 0 0 0 0 67 14:00 1 0 4 16 29 12 4 0 0 0 0 0 0 0 66 15:00 1 0 5 11 14 11 3 2 0 0 0 0 0 0 47 16:00 0 0 5 17 24 13 3 0 0 0 0 0 0 0 62 17:00 4 1 7 14 17 10 4 0 0 0 0 0 0 0 57 18:00 4 1 5 14 21 2 3 1 1 0 0 0 0 0 52 19:00 2 1 4 9 9 1 0 1 0 0 0 0 0 0 27 20:00 0 1 3 7 6 4 0 0 0 0 0 0 0 0 21 21:00 0 2 1 8 6 3 1 0 1 0 0 0 0 0 22 22:00 1 0 1 6 5 2 0 1 0 0 0 0 0 0 16 23:00 0 0 1 1 6 0 2 0 0 0 0 0 0 0 10 Total 22 15 54 159 286 165 41 6 5 0 0. 0. 0 0. 753 Daily 15th Percentile : 25 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 41 MPH Statistics Mean Speed(Average) : 32 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace : 451 Percent in Pace : 59.9% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-260 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPB012 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 1 0 1 1 0 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:00 0 0 0 4 3 0 0 0 0 0 0 0 0 0 7 08:00 3 0 2 6 2 1 0 0 0 0 0 0 0 0 14 09:00 2 2 3 6 3 1 0 0 0 0 0 0 0 0 17 10:00 3 0 3 7 6 2 0 0 0 0 0 0 0 0 21 11:00 5 0 3 12 9 0 3 0 0 0 0 0 0 0 32 12 PM 0 0 4 8 9 4 0 0 0 0 0 0 0 0 25 13:00 3 0 2 9 11 3 0 0 0 0 0 0 0 0 28 14:00 1 1 5 15 2 3 0 0 0 0 0 0 0 0 27 15:00 2 1 2 14 7 1 0 1 0 0 0 0 0 0 28 16:00 2 3 5 8 11 2 0 0 0 0 0 0 0 0 31 17:00 2 1 4 9 4 0 0 0 0 0 0 0 0 0 20 18:00 0 2 6 6 3 0 0 0 0 0 0 0 0 0 17 19:00 0 0 6 6 2 1 0 0 0 0 0 0 0 0 15 20:00 0 0 3 8 4 0 0 0 0 0 0 0 0 0 15 21:00 0 0 2 3 0 0 0 0 0 0 0 0 0 0 5 22:00 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3 23:00 2 1 2 4 0 0 0 0 0 0 0 0 0 0 9 Total 26 11 57 128. 78. 18 3 1 0 0 0. 0. 0 0. 322 Daily 15th Percentile : 20 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 36 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 206 Percent in Pace : 64.0% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-261 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPB012 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 1 0 4 3 2 0 0 0 0 0 0 0 0 0 10 01:00 2 0 2 3 0 0 0 0 0 0 0 0 0 0 7 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 06:00 1 0 5 0 1 0 0 0 0 0 0 0 0 0 7 07:00 1 1 3 2 1 1 0 0 0 0 0 0 0 0 9 08:00 5 1 3 8 4 0 0 0 0 0 0 0 0 0 21 09:00 4 2 8 6 1 3 0 0 0 0 0 0 0 0 24 10:00 3 1 6 8 8 4 0 0 0 0 0 0 0 0 30 11:00 1 3 10 11 5 1 0 0 0 0 0 0 0 0 31 12 PM 1 3 4 8 4 0 0 0 0 0 0 0 0 0 20 13:00 7 0 5 15 7 1 0 0 0 0 0 0 0 0 35 14:00 5 2 9 9 3 0 0 0 0 0 0 0 0 0 28 15:00 4 2 5 7 7 1 0 0 0 0 0 0 0 0 26 16:00 2 1 7 10 6 2 0 0 0 0 0 0 0 0 28 17:00 5 5 7 5 5 1 0 0 0 0 0 0 0 0 28 18:00 0 2 4 5 5 0 0 0 0 0 0 0 0 0 16 19:00 0 0 1 6 2 0 0 0 0 0 0 0 0 0 9 20:00 2 0 2 4 2 0 1 0 0 0 0 0 0 0 11 21:00 2 1 3 5 1 1 0 0 0 0 0 0 0 0 13 22:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 Total 47 24 89 118. 67. 15 1 0 0 0 0. 0. 0 0. 361 Daily 15th Percentile : 16 MPH 50th Percentile : 25 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 25 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 207 Percent in Pace : 57.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-262 14-263 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Tradewinds Lane Corona, CA 92878 E/ Shipway Lane Phone: (951) 268-6268 NPB012 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 2 0 5 4 2 0 0 0 0 0 0 0 0 0 13 01:00 2 0 2 4 0 0 0 0 0 0 0 0 0 0 8 02:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 03:00 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 06:00 1 0 5 1 1 0 0 0 0 0 0 0 0 0 8 07:00 1 1 3 6 4 1 0 0 0 0 0 0 0 0 16 08:00 8 1 5 14 6 1 0 0 0 0 0 0 0 0 35 09:00 6 4 11 12 4 4 0 0 0 0 0 0 0 0 41 10:00 6 1 9 15 14 6 0 0 0 0 0 0 0 0 51 11:00 6 3 13 23 14 1 3 0 0 0 0 0 0 0 63 12 PM 1 3 8 16 13 4 0 0 0 0 0 0 0 0 45 13:00 10 0 7 24 18 4 0 0 0 0 0 0 0 0 63 14:00 6 3 14 24 5 3 0 0 0 0 0 0 0 0 55 15:00 6 3 7 21 14 2 0 1 0 0 0 0 0 0 54 16:00 4 4 12 18 17 4 0 0 0 0 0 0 0 0 59 17:00 7 6 11 14 9 1 0 0 0 0 0 0 0 0 48 18:00 0 4 10 11 8 0 0 0 0 0 0 0 0 0 33 19:00 0 0 7 12 4 1 0 0 0 0 0 0 0 0 24 20:00 2 0 5 12 6 0 1 0 0 0 0 0 0 0 26 21:00 2 1 5 8 1 1 0 0 0 0 0 0 0 0 18 22:00 1 0 2 0 1 0 0 0 0 0 0 0 0 0 4 23:00 2 1 2 6 1 0 0 0 0 0 0 0 0 0 12 Total 73 35 146 246 145 33 4 1 0 0 0. 0. 0 0. 683 Daily 15th Percentile : 19 MPH 50th Percentile : 26 MPH 85th Percentile : 32 MPH 95th Percentile : 35 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 392 Percent in Pace : 57.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-263 City of Newport Beach Westcliff Drive E/ Dover Drive 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB008 Site Code: 105-19044B Start 3/9/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Sat KAnrninn Affarnnnn Mnrninn Affarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Affarnnnn 12:00 2 39 630 868 630 868 1191 1822 0 32 1515 1498 1498 3013 Total 12:15 4 34 AM Peak 2 41 09:00 - - - - - Vol. 114 12:30 0 34 P. H. F. 0.838 1 341 PM Peak 1 1 12:45 3 33 9 140 0 28 3 135 12 275 01:00 2 35 63.0% 42.1% 0 21 01:15 1 36 1 21 01:30 0 22 0 34� 01:45 0 34 3 127 0 32 1 108 4 235 02:00 1 29 2 32 02:15 0 29 0 28 02:30 0 32 1 21 02:45 1 27 2 117 0 32 3 113 5 230 03:00 0 20 0 13 03:15 0 26 0 20 03:30 0 26 0 28 03:45 1 24 1 96 0 19 0 80 1 176 04:00 0 21 1 14 04:15 0 18 0 23 04:30 1 23 1 24 04:45 1 23 2 85 1 22 3 83 5 168 05:00 0 34 1 30 05:15 5 29 3 26 05:30 2 25 2 34 05:45 17 33 24 121 7 24 13 114 37 235 06:00 29 23 7 20 06:15 31 32 16 27 06:30 21 12 12 26 06:45 17 18 98 85 15 19 50 92 148 177 07:00 11 18 11 15 07:15 9 14 12 121 1 07:30 7 12 8 19 07:45 15 18 42 62 12 4 43 50 85 112 08:00 12 15 28 10 08:15 11 15 20 12 08:30 24 8 20 8 08:45 18 11 65 49 37 8 105 38 170 87 09:00 23 7 41 71 1 09:15 34 10 26 3 09:30 26 11 41 5 09:45 31 4 114 32 45 5 153 20 267 52 10:00 22 10 26 5 10:15 17 10 37 7 10:30 25 0 24 4 10:45 35 8 99 28 40 2 127 18 226 46 11:00 25 3 30 7 11:15 17 4 46 31 1 11:30 27 3 30 41 1 11:45 33 2 102 12 23 3 1 129 17 1 231 29 Total 561 954 561 954 630 868 630 868 1191 1822 Combined 1515 1515 1498 1498 3013 Total AM Peak 09:00 - - - 09:00 - - - - - Vol. 114 - - 153 - P. H. F. 0.838 0.850 PM Peak - 12:00 - - 12:00 Vol. - 140 - - 135 P. H. F. 0.897 0.823 Percentag 37.0% 63.0% 42.1% 57.9% e ADT/AADT ADT 3,013 AADT 3,013 14-264 14-265 Counts Unlimited, Inc. Page 1 City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 2 0 0 0 1 0 0 0 0 0 0 4 01:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:00 1 0 0 7 7 0 0 0 0 0 0 0 0 0 15 06:00 1 0 9 41 31 11 0 0 0 0 0 0 0 0 93 07:00 3 0 7 13 8 0 0 0 0 0 0 0 0 0 31 08:00 0 1 6 20 11 2 0 0 0 0 0 0 0 0 40 09:00 3 3 14 46 19 4 0 0 0 0 0 0 0 0 89 10:00 5 4 8 27 18 0 0 0 0 0 0 0 0 0 62 11:00 4 0 12 33 15 0 0 0 0 0 0 0 0 0 64 12 PM 4 2 16 40 20 2 0 0 0 0 0 0 0 0 84 13:00 4 2 25 45 11 0 0 0 0 0 0 0 0 0 87 14:00 1 3 11 38 14 1 0 0 0 0 0 0 0 0 68 15:00 0 5 11 34 10 0 0 0 0 0 0 0 0 0 60 16:00 2 2 20 28 11 0 0 0 0 0 0 0 0 0 63 17:00 1 0 12 34 17 1 0 0 0 0 0 0 0 0 65 18:00 0 3 3 34 8 1 0 0 0 0 0 0 0 0 49 19:00 2 1 6 19 2 1 0 0 0 0 0 0 0 0 31 20:00 1 1 6 13 5 1 0 0 0 0 0 0 0 0 27 21:00 0 0 10 9 4 1 0 0 0 0 0 0 0 0 24 22:00 0 2 3 7 7 0 0 0 0 0 0 0 0 0 19 23:00 0 0 3 4 2 1 0 0 0 0 0 0 0 0 10 Total 32 30 182 497 223 26 0 1 0 0 0. 0. 0 0. 991 Daily 15th Percentile : 22 MPH 50th Percentile : 27 MPH 85th Percentile : 32 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 28 MPH 10 MPH Pace Speed: 26-35 MPH Number in Pace : 720 Percent in Pace : 72.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-265 14-266 Counts Unlimited, Inc. Paget City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 2 3 2 0 0 0 0 0 0 0 0 0 8 06:00 0 0 23 15 4 0 0 0 0 0 0 0 0 0 42 07:00 2 1 6 13 1 0 0 0 0 0 0 0 0 0 23 08:00 1 1 22 32 7 1 0 0 0 0 0 0 0 0 64 09:00 2 1 43 55 8 3 0 0 0 0 0 0 0 0 112 10:00 4 7 33 30 9 1 0 0 0 0 0 0 0 0 84 11:00 4 5 26 39 9 0 0 0 0 0 0 0 0 0 83 12 PM 5 6 27 41 12 0 0 0 0 0 0 0 0 0 91 13:00 1 1 28 33 6 1 0 0 0 0 0 0 0 0 70 14:00 4 6 18 34 6 0 1 0 0 0 0 0 0 0 69 15:00 1 5 17 23 5 1 0 0 0 0 0 0 0 0 52 16:00 0 2 27 18 4 2 0 0 0 0 0 0 0 0 53 17:00 0 8 33 24 6 0 0 0 0 0 0 0 0 0 71 18:00 0 5 20 20 5 2 0 0 0 0 0 0 0 0 52 19:00 4 2 6 14 1 0 0 0 0 0 0 0 0 0 27 20:00 1 0 6 11 3 0 0 0 0 0 0 0 0 0 21 21:00 0 0 7 5 3 0 0 0 0 0 0 0 0 0 15 22:00 0 1 5 7 0 0 0 0 0 0 0 0 0 0 13 23:00 0 0 4 2 3 0 0 0 0 0 0 0 0 0 9 Total 29 52 354 422 94 11 1 0 0 0 0. 0. 0 0. 963 Daily 15th Percentile : 20 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 33 MPH Statistics Mean Speed(Average) : 26 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 776 Percent in Pace : 80.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-266 Counts Unlimited, Inc. Page City of Newport Beach PO Box 1178 Westcliff Drive Corona, CA 92878 E/ Highland Drive Phone: (951) 268-6268 NPB024 24 Hour Directional Speed Survey email: counts@countsunlimited.com Site Code: 105-19044B Eastbound, Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 03/09/19 0 1 0 3 0 0 0 1 0 0 0 0 0 0 5 01:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 02:00 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 03:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 04:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 1 1 2 10 9 0 0 0 0 0 0 0 0 0 23 06:00 1 0 32 56 35 11 0 0 0 0 0 0 0 0 135 07:00 5 1 13 26 9 0 0 0 0 0 0 0 0 0 54 08:00 1 2 28 52 18 3 0 0 0 0 0 0 0 0 104 09:00 5 4 57 101 27 7 0 0 0 0 0 0 0 0 201 10:00 9 11 41 57 27 1 0 0 0 0 0 0 0 0 146 11:00 8 5 38 72 24 0 0 0 0 0 0 0 0 0 147 12 PM 9 8 43 81 32 2 0 0 0 0 0 0 0 0 175 13:00 5 3 53 78 17 1 0 0 0 0 0 0 0 0 157 14:00 5 9 29 72 20 1 1 0 0 0 0 0 0 0 137 15:00 1 10 28 57 15 1 0 0 0 0 0 0 0 0 112 16:00 2 4 47 46 15 2 0 0 0 0 0 0 0 0 116 17:00 1 8 45 58 23 1 0 0 0 0 0 0 0 0 136 18:00 0 8 23 54 13 3 0 0 0 0 0 0 0 0 101 19:00 6 3 12 33 3 1 0 0 0 0 0 0 0 0 58 20:00 2 1 12 24 8 1 0 0 0 0 0 0 0 0 48 21:00 0 0 17 14 7 1 0 0 0 0 0 0 0 0 39 22:00 0 3 8 14 7 0 0 0 0 0 0 0 0 0 32 23:00 0 0 7 6 5 1 0 0 0 0 0 0 0 0 19 Total 61 82 536 919. 317. 37 1 1 0 0 0. 0. 0 0. 1954 Daily 15th Percentile : 21 MPH 50th Percentile : 26 MPH 85th Percentile : 30 MPH 95th Percentile : 34 MPH Statistics Mean Speed(Average) : 27 MPH 10 MPH Pace Speed: 21-30 MPH Number in Pace : 1455 Percent in Pace : 74.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% 14-267 City of Newport Beach Whitecliffs Drive E/ Star Lane 24 Hour Directional Volume Count Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Page 1 NPB009 Site Code: 105-19044 Start 3/9/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Times Sat KAnrninn Affarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Aftarnnnn Mnrninn Affarnnnn 12:00 0 15 108 261 145 261 145 694 253 0 19 Total 12:15 0 11 406 947 AM Peak 0 18 - 09:00 - - - - - Vol. 169 12:30 0 6 P. H. F. 0.595 0 7� PM Peak - 12:00 12:45 1 8 1 40 1 13 1 57 2 97 01:00 0 5 20.0% 64.3% 0 8 01:15 0 5 0 2 01:30 0 2 0 20 01:45 0 3 0 15 0 2 0 32 0 47 02:00 0 5 1 4 02:15 0 5 0 5 02:30 0 4 0 4 02:45 0 2 0 16 0 3 1 16 1 32 03:00 0 1 0 3 03:15 0 2 0 3 03:30 0 8 0 6 03:45 0 2 0 13 0 6 0 18 0 31 04:00 0 2 0 2 04:15 0 2 0 3 04:30 00 0 0 04:45 0 3 0 7 0 5 0 10 0 17 05:00 0 3 0 1 05:15 2 2 0 1 05:30 3 2 0 1 05:45 13 0 18 7 2 0 2 3 20 10 06:00 38 1 5 1 06:15 71 0 19 1 06:30 24 0 8 1 06:45 36 0 169 1 10 0 42 3 211 4 07:00 8 0 1 0 07:15 6 0 1 0 07:30 5 0 0 0 07:45 5 0 24 0 1 0 3 0 27 0 08:00 12 4 8 1 08:15 12 1 2 0 08:30 180 6 0 08:45 19 0 61 5 17 1 33 2 94 7 09:00 22 0 26 0 09:15 28 0 15 01 1 09:30 26 0 33 1 1 1 09:45 17 1 93 1 19 0 93 1 186 2 10:00 13 0 12 0 10:15 7 1 9 0 10:30 5 1 7 1 10:45 17 0 42 2 19 0 47 1 89 3 11:00 12 1 13 1 11:15 3 0 11 1 11:30 5 0 7 0� 11:45 5 0 25 1 8 0 39 2 64 3 Total 433 108 433 108 261 145 261 145 694 253 Combined Total 541 541 406 406 947 AM Peak 06:00 - - - 09:00 - - - - - Vol. 169 - - 93 - P. H. F. 0.595 0.705 PM Peak - 12:00 - - 12:00 Vol. - 40 - - 57 P. H. F. 0.667 0.750 Percentag 80.0% 20.0% 64.3% 35.7% e ADT/AADT ADT 947 AADT 947 14-268 ATTACHMENT D Subject: FW: 1/12/21 City Council Meeting Re: Mariners/Dover Shores Traffic Study/Mitigation From: Cara W Sent: Sunday, January 3, 20219:44:29 PM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: 1/12/21 City Council Meeting Re: Mariners/Dover Shores Traffic Study/Mitigation Dear Council Members and staff, Thank you for looking into the traffic challenges facing our neighborhood. We have waited for years to have the speeding and dangerous driving issues plaguing our community addressed. Personally I have directly reached out to my own councilman several times and have encouraged neighbors to do the same. While we never received any reply from our area representative to hear the specifics of our concerns, it's clear that our community as a whole was able to get the attention of staff and council and for that we are collectively grateful. Having attended the community outreach meetings at Mariners Library with several neighbors, I was impressed with the depth of research and am optimistic that the measures will pass the 70% hurdle in order to keep our streets safer and our children alive. I recognize from the study that many of the issues are caused by members of our own community using some of our streets as cut- throughs but I also have witnessed first-hand many delivery trucks and ride -sharing services making the same errors. One area I am disappointed was missed (and wish the city would address) is the prevalence of 3 -and 4 -way intersections throughout our community which have no stop or yield signs. Our family lives on one of these corners in the sister streets and observe near - misses several times a month between either two cars or a vehicle and a child. My daughter and I have been in tears watching a driver turn onto Kathleen Lane from Highland Drive at a high rate of speed and nearly hit a child on his bike who was crossing Kathleen at Beryl. The danger is compounded by the fact that our specific area is without sidewalks and therefore children are more often sharing the road with cars. We have asked for yield signs or other calming measures to address the traffic confusion at these intersections but it was not addressed in the traffic study. At the community meeting we were told the other intersections had higher traffic counts and not as many complaints but everyone in our pocket of homes would beg to differ. There are several other intersections in our larger neighborhood which have this signage, such as Highland at Oxford/Somerset, so it would not be unprecedented for our area to adopt the same. Many of our neighbors have taken to placing out their own cones and signs to try and mitigate the speeding and confusion that oncoming traffic does not stop. While NBPD naturally has had to remove these citizen -placed measures for safety reasons, it was quite clear from the traffic patterns we all observed that they worked quite well. Please consider adding yield signs and pavement markings to the intersections of Kathleen & Beryl, Deborah & Vivian, Diana & Leila, and Skylark & Commodore to your calming measures. If this requires 70% of our neighbors to approve, we are organized and can get that completed quickly. These are small, non-invasive measures that would make a world of difference to confused or distracted drivers and could very well save the life of one of our neighborhood children. Please help us keep our area and our families safe. Thank you for your consideration and for your commitment to our great city. Sincerely, Cara Weichman 14-269 From: City Clerk's Office Sent: Friday, January 01, 20219:41 AM To: Mulvey, Jennifer, Rieff, Kim Subject: FW: Mariners and Dover Shores Neighborhood Traffic Calming Study ignores part of Newport Beach From: Brendon Shvetz Sent: Friday, January 1, 20219:40:16 AM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: Mariners and Dover Shores Neighborhood Traffic Calming Study ignores part of Newport Beach [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. City Clerk's office, I see that the traffic study for Mariners and Dover Shores is confined to one side of Irvine Avenue, even though there are some Newport Beach residents who live on the other side. For example, the traffic problems that exist along Santiago Drive, which is why the report recommends speed cushions all along the street, also exist on the Newport Beach block on the other side of Irvine. I know because I used to live on the 1400 block of Santiago, and now live on the 2400 block. Would the recommendations in this report be considered for the stub of Newport Beach residents who live on the other side of Irvine? Thank you, Brendon Shvetz 3 14-270 From: City Clerk's Office Sent: Tuesday, December 29, 2020 8:47 PM To: Mulvey, Jennifer; Rieff, Kim Subject: FW: Mariners and Dover Shors Neighborhood Traffic Calming Study From: ddavis@teac.com Sent: Tuesday, December 29, 2020 8:47:03 PM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: Mariners and Dover Shors Neighborhood Traffic Calming Study [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. We received a letter dated December 21, 2020 regarding the Mariners and Dover Shores Neighborhood Traffic Calming Study. The letter invited comments to the City Clerk by Monday January 11, 2021. We have been residents at 1951 Santiago Drive since 1967. Following are our comments: Very disappointed. The preliminary plan showed traffic humps in front of our driveway. When we back out of the driveway we will hit the bumps every time. We objected. We were told it would be adjusted. From your plans it appears that you did not take us seriously and ignored our concerns and your promises. Why ask for public input if you're going to ignore it? The Davises 213-276-0566 NOTICE: This electronic mail message and its contents, including any attachments hereto (collectively, "this e-mail"), is hereby designated as "confidential and proprietary." This e-mail may be viewed and used only by the person to whom it has been sent and his/her employer solely for the express purpose for which it has been disclosed and only in accordance with any confidentiality or non -disclosure (or similar) agreement between TEAC Corporation or its affiliates and said employer, and may not be disclosed to any other person or entity. 4 14-271 From: City Clerk's Office Sent: Monday, December 28, 2020 3:41 PM To: Mulvey, Jennifer, Rieff, Kim Subject: FW: Mariners and Dover Traffic Calming study From: John Townsend Sent: Monday, December 28, 2020 3:33:10 PM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Cc: Brine, Tony Subject: Mariners and Dover Traffic Calming study [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. My wife and I have lived at 1707 Antigua Way since 2006, there is not a day goes by that I go out to my car and someone is speeding down our street, I have complained to the NBPD on numerous occasions only to be told they only have so many units and can't put them everywhere. We strongly oppose this program, not because I don't believe the traffic needs to be slowed down in this neighborhood but we believe the study is failed, the study did not take into consideration traffic on either Antigua Way or Galaxy Drive . The study proposes three speed cushions ( Come on! call them what they are Speed Bumps) on Santiago between the south entrance of Santiago to Antigua and the north entrance of Santiago to Antigua, no one of sound mind can tell me that by putting these Speed Bumps on Santiago will not increase the traffic on Antigua Way and Galaxy Drive! If the city adopts this failed plan then they will need to increase their number of enforcement units for Antigua and Galaxy, this seems like a no brainer, please rewrite the plan to put Speed bumps on all the streets. John Townsend 1707 Antigua Way Newport Beach CA. 949 515-3660 14-272 From: City Clerk's Office Sent: Sunday, December 27, 2020 8:42 AM To: Mulvey, Jennifer; Rieff, Kim Subject: FW: Mariners and Dover Shores Traffic Study From: Carey O'Bryan Sent: Sunday, December 27, 2020 8:41:24 AM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: Mariners and Dover Shores Traffic Study [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Hi. I am a resident/homeowner in Dover Shores. I am opposed to the suggested traffic calming measures. Speed cushions are tacky, aesthetically unpleasing and will detract from the appearance and beauty of the neighborhood. A much better traffic calming solution would be strategically placed "mini medians" which slightly narrow the street forcing drivers to slow down to pass. These can include landscaping, are aesthetically pleasing, effective and actually enhance the appearance of the neighborhood. Please consider this option instead of the very ugly speed cushion option. Thank you. Carey O'Bryan L" 14-273 From: City Clerk's Office Sent: Monday, January 04, 20213:30 PM To: Mulvey, Jennifer; Rieff, Kim Subject: FW: traffic calming study for Dover Shores. From: Lisa Casey Sent: Monday, January 4, 20213:29:25 PM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: traffic calming study for Dover Shores. [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Council Members and staff, Thank you for looking into the traffic challenges facing our neighborhood. We have waited for years to have the speeding and dangerous driving issues plaguing our community addressed. The horrible accident that occurred on July 1, 2020 has shook the entire neighborhood and we need a change. Having attended the community outreach meetings at Mariners Library with several neighbors, I was impressed with the depth of research and am optimistic that the measures will pass the 70% hurdle in order to keep our streets safer and our children alive. I recognize from the study that many of the issues are caused by members of our own community using some of our streets as cut-throughs but I also have witnessed first-hand many delivery trucks and ride -sharing services making the same errors. One area I that was overlooked is the prevalence of 3 -and 4 -way intersections throughout our community which have no stop or yield signs. We have asked for yield signs or other calming measures to address the traffic confusion at these intersections but it was not addressed in the traffic study. At the community meeting we were told the other intersections had higher traffic counts and not as many complaints but everyone in our pocket of homes would beg to differ. There are several other intersections in our larger neighborhood which have this signage, such as Highland at Oxford/Somerset, so it would not be unprecedented for our area to adopt the same. Many of our neighbors have taken to placing out their own cones and signs to try and mitigate the speeding and confusion that oncoming traffic does not stop. While NBPD naturally has had to remove these citizen -placed measures for safety reasons, it was quite clear from the traffic patterns we all observed that they,morked quite well. Please consider adding yield signs and pavement markings to the intersections of Kathleen & Beryl, Deborah & Vivian, Diana & Leila, and Skylark & Commodore to your calming measures. If this requires 70% of our neighbors to approve, we are organized and can get that completed quickly. These are small, non-invasive measures that would make a world of difference to confused or distracted drivers and could very well save the life of one of our neighborhood children. Please help us keep our area and our families safe. Thank you for your consideration and for your commitment to our great city. Thank you for all of your service and commitment to the safety of your citizens, Lisa Casey 1600 Skylark Ln. 14-274 From: City Clerk's Office Sent: Tuesday, January 05, 2021 11:43 AM To: Mulvey, Jennifer; Rieff, Kim Subject: FW: speed bumps On Santiago Dr. From: Jack Kay Sent: Tuesday, January 5, 2021 11:42:37 AM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: speed bumps On Santiago Dr. [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. Dear Sir or Madame: I have resided at 1806 Santiago for 20 years. Between 2004 and 2016 1 have written to the City on 4 separate occasions expressing my concern about the speeding and traffic flow. I never received a response. It is my understanding that the Council will be voting on 1/12/2021 about this issue. Please inform all councilmembers I WHOLEHEARTEDLY SUPPORT SPEED BUMPS ON SANTIAGO! Jack J Kayajanian 1 14-275 From: City Clerk's Office Sent: Thursday, January 07, 202110:04 AM To: Mulvey, Jennifer; Rieff, Kim Subject: FW: Mariners and Dover Shores Neighborhood Traffic Calming Study From: Matthew Christensen Sent: Thursday, January 7, 2021 10:03:38 AM (UTC -08:00) Pacific Time (US & Canada) To: City Clerk's Office Subject: Mariners and Dover Shores Neighborhood Traffic Calming Study [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. To whom it may concern - I have been a resident of Dover Shores since 2006 thus, very familiar with the traffic patterns and vehicular speeds within the neighborhood. I have also witnessed a dramatic change in the way new residents view the streets as an extension of their front yard and children's livelihood rather than for proper traffic flow. While I love the family environment of Dover Shores and love seeing kids playing roller hockey, biking to school, etc., parents must realize that allowing their children to "play" in the streets come with inherent risk. Because of that, residents, particularly new homeowners, need to realize which streets are main arterial streets such as Highland, Santiago, Commodore, Galaxy, Dover and so forth vs. more neighborhood streets with minimal traffic. Having grown up in Villa Park, which is a very family centric neighborhood, my parents educated me which streets were safe (low traffic count, straight, high visibility) and which were unsafe (high traffic count, curves, low visibility, etc.). Not only do residents need to be responsible for such lessons, but also realize that purchasing a home on a high traffic street comes with some drawbacks. Overall, the current speeds and average vehicular speeds are completely in line with similar neighborhoods and the problem lies primarily with resident's expectations of street usage for their children's personal use rather than what the streets are actually built for. I am 100% completely opposed to the installation of any street cushions and edge line striping. On a side note, I believe much of the traffic problem was due to the city's recalibration of the stop light on Irvine and Highland, which occurred years ago. Before the recalibration, the left hand turn arrow was almost immediate during non rush hour traffic and fairly reasonable during rush hour. After recalibration, it stayed red even with no traffic on Irvine for well over a minute during non rush hour and was a crap shoot during rush hour. Because of that change, most everyone learned Commodore was a shortcut and became a main arterial street even though it's not as wide as Santiago or Highland. Recalibrate the light and people will start using the designated arterial roads again over time. Matthew Christensen 14-276