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PC 2018/07/23
City of Anaheim Planning Commission Agenda Monday, July 23, 2018 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Jess Carbajal • Chairperson Pro-Tempore: John Gillespie • Commissioners: John Armstrong, Bill Dalati, Kimberly Keys, Michelle Lieberman, Steve White • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Public Comments • Public Hearing Items • Study Session: Residential Parking Workshop • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Thursday, July 19, 2018, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 07-23-2018 Page 2 of 4 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 07-23-2018 Page 3 of 4 Public Hearing Item ITEM NO. 2 CONDITIONAL USE PERMIT NO. 2017-05929 VARIANCE NO. 2018-05110 ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 (DEV2017-00076) Location: 223 South Euclid Street Request: For a conditional use permit to allow for the construction of a new 3,233 square foot fast food restaurant with a drive-through lane; a variance to permit larger wall signs than permitted by the Zoning Code; and an administrative adjustment to permit less parking spaces than required by the Code (Raising Cane’s Chicken Fingers). Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15303, Class 3 (New Construction). Resolution No. ______ Project Planner: Wayne Carvalho wcarvalho@anaheim.net Adjourn to Monday, August 20, 2018 at 5:00 p.m. The scheduled meeting of August 6, 2018 was cancelled due to a lack of agenda items. 07-23-2018 Page 4 of 4 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 3:00 p.m. July 18, 2018 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 10:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 10:00 de la mañana un día habil antes de la reunión programada. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JULY 23, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2017-05929 VARIANCE NO. 2018-05110 ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 LOCATION: 223 South Euclid Street (Raising Cane’s Chicken Fingers) APPLICANT/PROPERTY OWNER: The applicant is CalBay Development LLC represented by Ryan Shea, and the property owner is the Target Corporation. REQUEST: The applicant requests approval a conditional use permit to allow for the construction of a new 3,233 square foot fast food restaurant with a drive-through lane; a variance to permit larger wall signs than permitted by the Zoning Code; and an administrative adjustment to permit less parking spaces than required by the Code. RECOMMENDATION: Staff recommends that the Planning Commission approve the attached resolution, determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (CEQA) under Class 3 (New Construction) of the State CEQA Guidelines, approving Conditional Use Permit No. 2017-05929 and Administrative Adjustment No. 2018- 00418 and denying Variance No. 2018-05110. BACKGROUND: The subject 0.9-acre parcel is located within the overall 10.3 acre site occupied by a Target store at the southwest corner of Lincoln Avenue and Euclid Street. The site is located in the “C-G” General Commercial zone, and the General Plan designates the site for General Commercial land uses. The Target shopping center is surrounded by apartments and a restaurant to the west, a furniture store to the south, commercial buildings to the north across Lincoln Avenue, and retail stores to the east across Euclid Street. PROPOSAL: The applicant proposes to construct a new 3,233 square foot fast food restaurant with a drive-through lane. The new restaurant would be constructed on its own 40,345 square foot lot within the Target shopping center. Vehicular access to the restaurant would be provided through the commercial center from four existing driveways (two from Lincoln Avenue and two from Euclid Street) as well as from a common access driveway from the adjacent commercial center to the south. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 2 of 7 A detailed development summary is included as Attachment 5 to this report. Below are images of the proposed site plan for the Target Center and an enlarged site plan for the restaurant building with a drive-through lane. ENLARGED SITE PLAN The drive-through lane would circulate around the building in a counter-clockwise direction with 12 queuing spaces being provided without impacting the parking spaces. A total of 37 parking spaces and one loading space are proposed on-site, and a landscape setback of 16 feet, 6 inches is proposed along Euclid Street in compliance with the Code. In addition, a public right-of-way dedication of 7 feet is required along Euclid Street. An analysis of the parking requirements and circulation impacts is provided below. The applicant also requests a variance to exceed the allowable wall sign area for two larger signs identifying the “One Love Heart” and “Blue Dog” images, and to approve an administrative adjustment to allow a 5.2% reduction in the required parking for the commercial center. The required parking for the entire center, including the proposed drive-thru restaurant, is 522 spaces and 495 spaces are proposed. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 3 of 7 The proposed building would feature stucco finishes in earth-tone colors, an aluminum storefront, a band of stone veneer around the base of the building, and decorative pre-fab metal canopies (see Attachment 3). The proposed hours of operation would be from 10:00 a.m. to 1:00 a.m. on weekdays and from 10:00 a.m. to 2:00 a.m. on weekends. An average of 12 employees are expected at the site during regular business hours. Building Elevation FINDINGS AND ANALYSIS: Before the Planning Commission may approve a conditional use permit, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a conditional use permit is authorized by this code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. While fast food restaurants are allowed by right in the C-G zone, drive-through facilities require approval of a conditional use permit. The purpose of the conditional use permit is to ensure proper design and function of the drive-through lane and that vehicular activity not impact surrounding properties. The site was carefully analyzed for potential impacts from vehicles queuing in the drive-thru lane and the length of queuing needed to minimize on-site and off-site circulation impacts. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 4 of 7 Staff has observed long queuing lines in other Raising Cane’s locations. To address this issue, the applicant submitted a traffic impact and queuing study prepared by Kimley-Horn. The study concluded that the proposed drive-thru lane would be approximately 260 feet in length allowing up to 12 vehicles to queue within the drive-thru lane. Additional on-site queuing would accommodate 3 to 4 vehicles along the south side drive aisle and 6 vehicles on the west side drive aisle, if needed. Based on the drive-through queuing data collection and analysis, the average queue expected at the project site would be 5 vehicles, with an 85th percentile queue ranging from 2 to 14, and a peak queue range of 3 to 15 vehicles. The 85th percentile queue represents the number of vehicles that can be expected in the drive-through lane during the peak period, and indicates that 85% of customers will wait in the queue no longer than 8 vehicles, with 15% waiting in a queue of 9 cars or more. This 85th percentile criteria is the typical design standard used in the traffic engineering profession. Based on the proposed queuing analysis described above, traffic flow or vehicular stacking on the main drive aisle or onto Euclid Street is not anticipated. The proposed drive-through lane would not impact the traffic flow on Euclid Street because the entrance of the drive-through is located internal to the site. The Traffic Engineering Division has reviewed the queuing study and trip generation for the restaurant, and recommends that additional precautions be taken by requiring restaurant staff to direct motorists in the event the vehicle queue reaches Euclid Street. Planning staff also recommends a condition of approval requiring that restaurant staff direct motorists on- site, including the direction of the queue line, to prevent impacts to on-site circulation and access to and from parking stalls. These measures would be implemented, as needed, until the queue lines dissipate. Based on these design features and implementation of the recommended conditions, staff believes that the proposed use would be compatible with the surrounding area and recommends approval of the conditional use permit. Sign Variance: A variance shall be granted upon a finding by the Planning Commission or City Council that the evidence presented shows that all of the following conditions exist: 1) That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other properties under identical zoning classification in the vicinity; 2) That, because of special circumstances, shown above, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. In addition to the typical sign copy identifying the Raising Cane’s business name, the applicant proposes to install two sign graphics on the building described as the Raising Cane’s “One Love Heart” mural and the Raising Cane’s “Blue Dog” mural. The submittal of the variance application is based on staff’s determination that these graphics are not considered murals. The Zoning Code defines a “Mural” as follows: “Mural” means a painting, tile or other materials deemed appropriate that comprise artwork on an exterior wall in public view, whose primary purpose is commemorative or artistic rather than advertising. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 5 of 7 The applicant’s justification claims that both the “One Love Heart” and “Blue Dog” artwork fits the definition of a mural because the pieces are commemorative since it officially acknowledges and gives respect to the events and life of the founder of Raising Cane’s as explained in the “One Love Story” (Attachment 6). Murals require the approval of a conditional use permit pursuant to the Zoning Code. The sign program for the restaurant consists of an eight foot high, 55 square foot, monument sign and 64 square feet of wall signage consisting of two 32 square foot wall signs on the east and south elevations identifying Raising Cane’s Chicken Fingers. The additional 143 square feet for the “One Love Heart” and “Blue Dog” graphics would exceed the allowable sign area of 98 square feet which is based on the length of the building. A total of 207 square feet of wall signage is proposed with the two logos. Staff believes that the additional graphics could be reduced in size or incorporated into the sign program to comply with Code. The proposed 111 square feet “One Love Heart” graphic is designed of 1/8 inch thick steel panels with 1/8 inch precision routed aluminum, and the 32 square foot “Blue Dog” is a digital print on aluminum substrate with a gloss laminate. “One Love Heart” “Blue Dog” Staff believes that there are no special circumstances to allow these additional sign graphics nor does staff consider the signs as murals. They aren’t unique to the building or location and do not serve as a distinctive art piece whose primary purpose is commemorative or artistic rather than advertising. One or both of the graphics are typically located on other Raising Cane’s restaurant buildings throughout the Southern California area and are a part of the sign program and branding for the business. The graphics are no different from those utilized by other businesses such as the two-tailed mermaid for Starbucks Coffee or KFC’s Colonel. These corporate images are incorporated into their wall signs as logos while complying with the overall sign area. These graphics are considered signs and are required to comply with the number, location and overall sign area for walls signs. These sign graphics are not classified as murals. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 6 of 7 Administrative Adjustment: The applicant requests an administrative adjustment to permit fewer parking spaces than required by the Zoning Code. The Planning Director has a review authority over Administrative Adjustments, but may refer any application to the Planning Commission for review. Since the conditional use permit must be approved by the Planning Commission, the Planning Director has referred the Administrative Adjustment to the Commission to provide a comprehensive evaluation of the project and to make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) The adjustment is consistent with the purposes and intent of the Zoning Code; 2) The same or similar result cannot be achieved by using provisions in the Zoning Code that do not require the adjustment; and 3) The adjustment will not produce a result that is out of character or detrimental to the neighborhood. The parking requirement for restaurants within large retail centers is four spaces per 1,000 square feet of floor area. The 3,233 square foot Raising Cane’s restaurant would require a total of 13 parking spaces and 37 spaces are depicted on the site plan. However, parking is analyzed for the entire Target Center since all uses function as one commercial center utilizing shared parking and reciprocal access. The Target Center currently has 562 parking spaces which equates to 4.4 spaces per 1,000 square feet of gross floor area. With the new restaurant, the overall parking supply for the Target center would be reduced by 67 spaces for a new total of 495 parking spaces. The parking requirement for the entire center at 4 spaces per 1,000 square feet of floor area is 522 spaces. The applicant is proposing to provide 495 spaces, which is a 27 space reduction or 5.2% deviation of the 522 space Code requirement. The Zoning Code allows up to a 20% deviation from the minimum parking requirements under an Administrative Adjustment process. Staff is supportive of this deviation from the number of parking spaces required by the Zoning Code since this area of the center’s parking lot is rarely used and that parking impacts to the Target store is not anticipated. Based on these reasons, staff believes that the proposed reduction in the required on-site parking spaces does not impose an undue burden on the adjacent commercial uses and recommends approval of the requested Administrative Adjustment. Environmental Impact Analysis: Staff recommends the Planning Commission find that the effects of the proposed project are typical of those generated within the Class 3, New Construction, Categorical Exemption. Class 3 consists of the construction and location of limited numbers of new, small facilities or structures, including commercial structures of up to 10,000 square feet. The proposed project is a request to allow construction of a new 3,233 square foot fast food restaurant with a drive-through lane. Pursuant to Section 15300.02 (c) and 15303 of Title 14 of the California Code of Regulations, there are no unusual circumstances in respect to the proposed project for which staff would anticipate a significant effect on the environment and, therefore, the proposed project is categorically exempt from the provisions of CEQA. CONDITIONAL USE PERMIT NO. 2017-05929, VARIANCE NO. 2018-05110 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 July 23, 2018 Page 7 of 7 CONCLUSION: The proposed drive-through restaurant would be compatible with the surrounding commercial uses, and with the conditions imposed, the drive-through lane would be designed to minimize impacts to surrounding uses by ensuring proper on and off-site traffic flow. Staff recommends approval of the conditional use permit and administrative adjustment requests, and recommends denial of the sign variance request. Prepared by, Submitted by, Wayne Carvalho David See Contract Planner Acting Planning Services Manager Attachments: 1. Draft Resolution 2. Letter of Request 3. Project Plans 4. Site Photographs 5. Development Summary 6. Variance Justification - Signs 7. Administrative Adjustment Justification – Parking 8. Traffic Impact Study/Drive-thru Queuing Analysis C-GMEDICAL OFFICE RS-2SINGLE FAMILY RESIDENCE TRESTAURANT C-GRESTAURANT C-GRETAIL TKETTLE MOTORHOTEL C-GVACANT C-G TRELIGIOUS USE TGIRLSCOUTS C-GCAR WASHRM-4VILLA GARDENSAPARTMENTS43 DU C-GRETAIL C-GRETAIL T - I N D U S T R I A L I - I N D U S T R I A L C-GINDUSTRIAL TINDUSTRIAL C -G I N D U S T R I A L IINDUSTRIAL C-GRETAIL C-GRETAIL RS-2SINGLE FAMILY RESIDENCE C-GRETAIL TVACANTIINDUSTRIAL C-GIND C-GRETAIL C-GRETAIL W S E U C L I D S T W LINCOLN AVE N E U C L I D S T W PA M PA S LN W BRENTWOOD PL W. BROADWAY W. W. LINCOLN AVE S . E U C L I D S T S . B R O O K H U R S T S T S . W A L N U T S T N . B R O O K H U R S T S T N . E U C L I D S T S. M A N C H E S T E R A V E N . L O A R A S T W. LINCOLN AVEW.LIN C O L N AV E 1 0 1 Sou th Euclid Street D E V N o. 2017-00076 Subject Property (Approximate Pending Lot Line Adjustment) APN: 128-081-20 °0 50 100 Feet Aeria l Photo:May 2016 W S E U C L I D S T W LINCOLN AVE N E U C L I D S T W PA M PA S LN N E U C L I D W A Y W BRENTWOOD PL W. BROADWAY W. W. LINCOLN AVE S . E U C L I D S T S . B R O O K H U R S T S T S . W A L N U T S T N . B R O O K H U R S T S T N . E U C L I D S T S. M A N C H E S T E R A V E N . L O A R A S T W. LINCOLN AVEW.LIN C O L N AV E 1 0 1 Sou th Euclid Street D E V N o. 2017-00076 Subject Property (Approximate Pending Lot Line Adjustment) APN: 128-081-20 °0 50 100 Feet Aeria l Photo:May 2016 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING CONDITIONAL USE PERMIT NO. 2017-05929 AND ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 AND DENYING VARIANCE NO. 2018-05110 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2017-00076) (223 SOUTH EUCLID STREET) WHEREAS, the Planning Commission of the City of Anaheim (herein referred to as the "Planning Commission") did receive a verified petition for Conditional Use Permit No. 2017-05929 to permit the construction of a new 3,233 square foot fast food restaurant with a drive-through lane, Variance No. 2018-05110 to permit a deviation in the type, size, and number of wall signs, and Administrative Adjustment No. 2018-00418 to permit reduced parking within the overall shopping center at a certain real property located at 223 South Euclid Street in the City of Anaheim, County of Orange, State of California, as generally depicted on Exhibit A attached hereto and incorporated herein by this reference (the "Property"); and WHEREAS, the subject 0.9 acre parcel is located within the 10.3 acre Property developed with a Target store. The properties are designated for General Commercial land uses by the Anaheim General Plan. The Property is located in the "C-G" General Commercial Zone and is subject to the zoning and development standards contained in Chapter 18.08 (Commercial Zones) of the Code; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on July 23, 2018 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against proposed Conditional Use Permit No. 2017-05929, Variance No. 2018-05110, and Administrative Adjustment No. 2018-00418 (the "Proposed Project"), and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, the Planning Commission finds and determines that the Proposed Project is within that class of projects (i.e., Class 3 – New Construction) which consists of construction and location of limited numbers of new, small facilities or structures, and that, therefore, pursuant to Section 15303 of the CEQA Guidelines, the Proposed Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA; and - 2 - PC2018-*** WHEREAS, this Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request for Conditional Use Permit 2017-05929 to permit the construction of a new 3,233 square foot fast food restaurant with a drive- through lane, does find and determine the following: 1) That the proposed use is properly one for which a conditional use permit is authorized by the Code which allows a drive-through restaurant facility in the “C-G” General Commercial Zone subject to approval of a conditional use permit pursuant to Section 18.08.030 of the Code; and 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located in that the Proposed Project has been designed to be compatible with surrounding commercial uses. The proposed drive-through lane has a sufficient capacity to accommodate the maximum anticipated number of queueing vehicles where the traffic flow on the main adjacent drive aisle is not anticipated to be impeded, and stacking onto public streets is not expected. In addition, the one story restaurant building will be in scale with the surrounding uses and a landscape buffer will be provided around the drive-through lane; and 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety in that the Proposed Project has been designed to comply with all Code requirements, including setbacks, building height, and landscaping; and 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by this use will not exceed the anticipated volumes of traffic on the surrounding streets and adequate parking will be provided to accommodate the proposed use; and 5) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim in that the impact upon the surrounding area has been mitigated to the maximum extent practicable in that site development standards proposed for the Proposed Project are consistent with the development standards of the "C-G" General Commercial zone; and; WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request for Variance No. 2018-05110, does find and determine that the required findings for approval of a variance to allow the additional wall signs cannot be made because: 1) The sign graphics identifying the “One Love” heart and “Blue Dog” are not classified as murals and constitute sign area for advertising purposes which exceeds the overall wall sign area allowed by the Sign Code. The signs are not murals as they do not serve as a distinctive art piece whose primary purpose is commemorative or artistic rather than advertising; and - 3 - PC2018-*** 2) There are no special circumstances applicable to the Property, including size, shape, topography, location or surroundings which do not apply to other commercial properties in the areas or that deprives the Property of privileges enjoyed by other commercial properties in the area. WHEREAS, the Planning Commission does further find and determine that the request for Administrative Adjustment No. 2018-00418 should be approved for the following reasons: SECTION NO. 18.42.040.010 Minimum number of parking spaces. (522 spaces required; 495 spaces proposed) 1. The adjustment for a 5.2% reduction from the required number of parking spaces is consistent with the purposes and intent of the Zoning Code because the new restaurant use will provide adequate on-site parking and would share parking and access with the adjacent Target property through a reciprocal parking and access agreement. The proposed restaurant is located in an area of the parking lot with very low usage for the Target store and with implementation of the shared parking agreement, the entire commercial center would be provided with sufficient parking throughout the year; and 2. The same or similar result cannot be achieved by using provisions in the Zoning Code that do not require the adjustment, as the size and existing layout of the subject property with other required site improvements restricts the ability to provide the required number of parking spaces. With additional right-of-way dedication requirements on Euclid Street, the only alternative to processing an administrative adjustment would be to remove floor area from the existing commercial center in order to provide space to accommodate additional parking; and 3. The adjustment will not produce a result that is out of character or detrimental to the neighborhood as the drive-thru restaurant use is a compatible use with the surrounding area; therefore, the Proposed Project would not negatively impact the surrounding neighborhood. WHEREAS, this Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. This Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, pursuant to the above findings, this Planning Commission does hereby deny Variance No. 2018-05110. - 4 - PC2018-*** BE IT FURTHER RESOLVED that, pursuant to the above findings, this Planning Commission does hereby approve Conditional Use Permit No. 2017-05929 and Administrative Adjustment No. 2018-00418 contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of that portion of the Property for which Conditional Use Permit No. 2017-05929 and Administrative Adjustment No. 2018-00418 is applicable in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim, and hereby denies Variance No. 2018-05110 with the findings described above. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED, that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of July 23, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2018-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on July 23, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 23rd day of July, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 6 - PC2018-*** - 7 - PC2018-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2017-05929 ADMINISTRATIVE ADJUSTMENT NO. 2018-00418 (DEV2017-00076) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO THE ISSUANCE OF A GRADING PERMIT 1 The project’s Grading Plans, Soils Report, and Drainage Report shall be submitted for review and approval to the Development Services Division. Public Works Department, Development Services Division 2 The developer shall submit project improvement plans that incorporate the required drainage improvements and the mechanisms proposed in the approved Drainage Report. Post-development storm event run-off shall be less than or equal to the existing pre- development storm event run-off. No offsite run-off shall be blocked during and after grading operations or perimeter wall construction. Finish floor elevations shall be 1-ft. minimum above water surface elevations of 100-year storm event. Run-off shall not be diverted and any proposed improvements shall prevent downstream properties from becoming flooded. The Final Drainage report shall address the drainage velocity on the new on-site improvements and potential impacts to the existing drainage system. Also, the plans shall show that all concentrated flow shall be contained within an approved drainage device and preserve the existing flows and manner drainage is conveyed downstream. Public Works Department, Development Services Division 3 The final Water Quality Management Plan (WQMP) shall be submitted for review and approval to Public Works Development Services and comply with the most current requirements of the Orange County Drainage Area Management Plan (DAMP). Public Works Department, Development Services Division 4 If more than 1 acre will be disturbed, prior to grading plan approval, the applicant shall demonstrate that coverage has been obtained under California’s General Permit for Stormwater Discharges Associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) Number. The applicant shall prepare and implement a Stormwater Pollution Prevention Plan (SWPPP). A copy of the current SWPPP shall be kept at the project site and be available for City review upon request. Public Works Department, Development Services Division - 8 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 5 A Cross-Lot Drainage Agreement is required to be executed, approved by the City and recorded by the applicant on the properties for cross-lot drainage. Public Works Department, Development Services Division 6 A signed and notarized Right-of-Entry shall be provided for all work that will be performed in the neighboring properties outside of the property. Public Works Department, Development Services Division 7 The owner/developer shall submit to the City of Anaheim Public Works Department and Building Division for review and approval an Agreement and/or CC&Rs for the project that denote/designate the existing private sewer lateral in the public right-of-way as a shared system or common utility in order to meet the requirements of the latest Plumbing Code. The agreement and/or CC&Rs shall also address which party is responsible for the existing private sewer lateral within the public right-of-way. In addition, a sewer easement over the Raising Cane’s property in favor of the Target’s property shall be reserved since the Target private sewer will run through the adjusted Raising Cane’s property. In the event that the Agreement and/or CC&Rs are not finalized/recorded, the Target property and the Raising Cane’s property shall install and have their own separate private sewer lateral connections connected to the public sewer system in accordance with the latest Plumbing Code. Public Works Department, Development Services Division Building Services Division 8 The Owner/Developer shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities, Water Engineering Division PRIOR TO THE ISSUANCE OF A BUILDING PERMIT 9 The property owner shall irrevocably offer to dedicate in a signed deed to the City of Anaheim an easement 60-feet in width from the centerline of Euclid Street for road, public utilities, and other public purposes. Public Works Department, Development Services Division 10 A cash-in-lieu payment based on the project engineer’s cost estimate, in an amount determined by the City Engineer to be sufficient to pay for future street widening along Euclid Street, shall be paid to the City of Anaheim. Public Works Department, Development Services Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 11 The developer shall submit street improvement plans, obtain a right of way construction permit, and post a security (Performance and Labor & Materials Bonds) in an amount approved by the City Engineer and in a form approved by the City Attorney for all the work that will be performed within the City street right of way of Euclid Street during construction of the project. Improvements shall conform to City of Anaheim Public Works requirements, approved traffic study requirements (if any), and as approved by the City Engineer. The street improvement plans shall include all traffic related improvements adjacent to the project site including all driveways, utility installations, signing and striping, and all other offsite work, if any. If there will be multiple street utility cuts, then the entire street shall be resurfaced via 2” grind and cap from edge of gutter to edge of gutter or to centerline/median. Limits to be determined by the Public Works Inspector. Public Works Department, Development Services Division 12 The legal property owner shall submit a Lot Line Adjustment to Public Works, Development Services for review and approval to modify the existing two lot configuration. The Lot Line Adjustment and Conformance Deed shall be recorded prior to issuance of a building permit. Public Works Department, Development Services Division 13 The applicable Citywide Traffic Impact Fee shall be paid to the City of Anaheim, in an amount established by the City Council Ordinance/Resolution. Public Works Department, Traffic Engineering Division 14 Building plans shall show conformance with the following Engineering Standards: Current version of Engineering Standard Detail 115 pertaining to driveway design, sight distance, visibility for signs, landscaping, and fence/wall locations and pertaining to commercial driveway radii, subject to the approval of the City Engineer; and Current version of Engineering Standard Details 436 and 470 pertaining to parking standards. The subject property shall thereupon be developed and maintained in conformance with said plans. Public Works Department, Traffic Engineering Division 15 A private water system with separate water service for fire protection, domestic water, and irrigation shall be provided and shown on plans submitted to the Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering Division - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 16 All backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. Public Utilities Department, Water Engineering Division 17 All requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering Division 18 All existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The Owner/Developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities Department, Water Engineering Division 19 The Owner/Developer shall submit to the Public Utilities Department Water Engineering Division an estimate of the maximum fire flow rate and maximum day and peak hour water demands for the project. This information will be used to determine the adequacy of the existing water system to provide the estimated water demands. Any off-site water system improvements required to serve the project shall be done in accordance with Rule No. 15A.1 of the Water Utility Rates, Rules, and Regulations. Public Utilities Department, Water Engineering Division 20 Individual water service and/or fire line connections will be required for each parcel or residential, commercial, industrial unit per Rule 18 of the City of Anaheim’s Water Rates, Rules and Regulations. Public Utilities Department, Water Engineering Division 21 The property owner/developer shall coordinate with Electrical Engineering to establish electrical service requirements and submit electric system plans, electrical panel drawings, site plans, elevation plans, and related technical drawings and specifications. Public Utilities Department, Electrical Engineering Division - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 22 Prior to connection of electrical service, the legal owner shall provide to the City of Anaheim a Public Utilities easement with dimensions as shown on the approved utility service plan. Public Utilities Department, Electrical Engineering Division 23 Prior to connection of electrical service, the legal owner shall submit payment to the City of Anaheim for service connection fees. Public Utilities Department, Electrical Engineering Division 24 The property owner shall enter into and record a Reciprocal Access and Parking Agreement between the Target Center and Raising Cane’s Chicken Fingers properties. The agreement shall be reviewed and approved by the City Attorney’s office and recorded with the Orange County Recorder. A copy of the recorded agreement shall be submitted to the Planning Services Division prior to issuance of building permits. Planning and Building Department, Planning Services Division 25 Final landscaping plans in compliance with all Code requirements shall be submitted for review and approval by the Planning and Building Director or his/her designee, including the required vines on the trash enclosure. Landscaping shall be installed prior to the issuance of a Certificate of Occupancy. Planning and Building Department, Planning Services Division 26 Locations for future above-ground utility devices including, but not limited to, electrical transformers, water backflow devices, gas, communications and cable devices, etc., shall be shown on plans submitted for building permits. Plans shall also identify the specific screening treatments of each device (i.e. landscape screening, color of walls, materials, identifiers, access points, etc.) and shall be subject to the review and approval of the appropriate City departments. Planning and Building Department, Planning Services Division PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 27 All required on-site Water Quality Management Plan, Grading/Drainage, and public right of way improvements (if any) shall be completed, operational, and are subject to review and approval by the Construction Services Inspector. Public Works Department, Development Services Division 28 Fire lanes shall be posted with “No Parking Any Time.” Said information shall be specifically shown on plans submitted for building permits. Public Works Department, Traffic Engineering Division 29 Curbs adjacent to the drive aisles shall be painted red to prohibit parallel parking in the drive aisles. Red curb locations shall be clearly labeled on building plans. Public Works Department, Traffic Engineering Division - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 30 Owner/Developer shall install an approved backflow prevention assembly on the water service connection(s) serving the property, behind property line and building setback in accordance with Public Utilities Department Water Engineering Division requirements. Public Utilities Department, Water Engineering Division 31 Address numbers shall be positioned so as to be readily readable from the street (minimum height of 4 inches). Number should be illuminated during hours of darkness, and rear entrance doors shall be numbered in the same address numbers or suite number of the business. Police Department 32 Building shall be equipped with a comprehensive security alarm system (silent or audible) for the following coverage areas: Perimeter of building and access route protection. High valued storage areas. In addition, complete a Burglary/Robbery Alarm Permit application, Form APD 516, and return it to the Police Department prior to initial alarm activation. This form is available at the Police Department front counter, or it can be downloaded from the following web site: http://www.anaheim.net/article.asp?id=678 Police Department GENERAL 33 Ongoing during project operation, should the vehicle queue reach Euclid St, staff members shall be positioned at the end of the on-site queue near the Euclid Street entrance to direct traffic. This measure shall be implemented for a short timeframe, as needed, until the queue dissipates. Public Works Department, Traffic Engineering Division 34 Ongoing during project operations, vehicle deliveries including loading and unloading shall be performed in accordance with the latest Letter of Operations on file, approved by Public Works Traffic Engineering. Public Works Department, Traffic Engineering Division 35 A minimum of two connections to public water mains and water looping inside the project are required. Public Utilities Department, Water Engineering Division - 13 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 36 The following minimum clearances shall be provided around all new and existing public water facilities (e.g. fire hydrants, service laterals, meters, meter boxes, backflow devices, etc.): 10 feet from structures, footings, walls, stormwater BMPs, power poles, street lights, and trees. 5 feet from driveways, BCR/ECR of curb returns, and all other utilities (e.g. storm drain, gas, electric, etc.) or above ground facilities. Public Utilities Department, Water Engineering Division 37 No public water mains or laterals shall be allowed under driveways, parking stalls, or parking lots. Public Utilities Department, Water Engineering Division 38 Adequate lighting of parking lots, passageways, recesses, and grounds contiguous to buildings shall be provided with lighting of sufficient wattage to provide adequate illumination to make clearly visible the presence of any person on or about the premises during the hours of darkness and provide a safe, secure environment for all person, property, and vehicles on-site. Police Department 39 Monument signs and addresses shall be well lighted during hours of darkness. Police Department 40 All entrances to parking areas shall be posted with appropriate signs per 22658(a) C.V.C., to assist in removal of vehicles at the property owners/managers request. Police Department 41 Any tree planted on-site shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. The property shall be permanently maintained in an orderly fashion by providing regular landscape maintenance, removal of trash or debris, and removal of graffiti within two (2) business days from time of discovery. Planning and Building Department, Code Enforcement Division 42 Ongoing during project operation, should the vehicle queue impact on-site traffic circulation or access to and from parking stalls, staff members shall be positioned at strategic locations to direct traffic and the direction of the queue line. This measure shall be implemented, as needed, until the queue dissipates. Planning and Building Department, Planning Services Division - 14 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 43 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department, Planning Services Division 44 The subject property shall be developed substantially in accordance with the plans and specifications submitted to the City of Anaheim by the applicant and which plans are on file with the Planning Department. Planning and Building Department, Planning Services Division 45 Approval of this application constitutes approval of the proposed request only to the extent that it complies with the Anaheim Municipal Zoning Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. Planning and Building Department, Planning Services Division 46 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division To: David See Principal Planner City of Anaheim From: Ryan Shea Managing Partner Calbay Development LLC Date: August 2, 2017 RE: Letter of Request in support of Development Application for Proposed Raising Cane’s at the outparcel to Target Store at 101 Euclid St; Anaheim, CA Mr. See: Our Development Application is for the construction of a new +/- 3,233 square foot restaurant to be leased to “Raising Cane’s Chicken Fingers”. The restaurant will be constructed on an outparcel to the Target Store at 101 Euclid St, specifically on the existing 1.0 acre lot which currently is improved only as parking for the Target Store. The development of the site will make a positive improvement in the center, which the project resides. The proposed use offers, a new, authentic food that is praised for its freshness. Cane’s uses no freezers, no microwaves and no heat lamps. Cole slaw and lemonade are made fresh daily. The new single-story building with alternating heights is designed with contemporary architecture that reflects the design elements found with nearby parcels further enhancing. The building’s architectural features include the use of standing seam metal awnings, a stucco finish on the building accented with the use of stone Veneer. A lot line adjustment will be applied for separately to the Public Works dept. in the configuration generally shown in the supporting site plans to this application. An assessor’s parcel number for the 1.0 acre outparcel has not yet been created. We have filed an application requesting such to be done and we expect it completed within +/- 6-9 months. Some project highlights include: The Raising Cane’s restaurant will utilize a drive thru lane and patio seating as shown on the site plan. The menu board and speaker are located on the north end of the building layout, away from the street. The main entrance to the drive-through lane located on the interior of the project site and designed with the minimum queue length of over 200 Ft accommodating several vehicles. ATTACHMENT NO. 2 We are not requesting approval to serve alcohol as part of this application. Operating hours for walk-in and drive-through service will be from 10am to 1:00am Mon-Thurs and 10am to 2:00am Fri-Sun Employees and Occupants: o Estimated total number of employees: 45 o Total number of employees per shift: 12 o Total number of full time employees: varies o Total number of part time employees: varies o As per our occupancy load calculation that will be part of our Building Permit drawings, which is based on the sq. ft.: total number of employees = 11 (7 for the Kitchen / Service) + (2 for Utility Room / Storage / Cooler) + (2 for the Office) It is the intent of the applicant and Target Corp to have a shared parking arrangement between the project site and the remaining Target store tract. Therefore, for purposes of calculating required parking for this project we request that it be treated as “Commercial Retail Centers- Large” as defined in the City of Anaheim Parking Code. A summary of the parking analysis for this project is shown below: The provided parking (495 stalls) results in a ratio is 3.80 per 1000 sf of building area. The required number of stalls is 4.0 per 1000 = 522 stalls. Therefore, the project is 27 stalls shy of meeting code (approximately 5%). As part of our Development Application we are requesting an Administrative Variance for parking of 5.2%. As we understand, Staff has the ability to make administrative adjustments in parking of up to 20%. We hereby request approval of our Development Application along with the Administrative Adjustment for parking so that we may apply for building permits and start construction in early 2018. Regards, Ryan Shea Managing Partner | Calbay Development LLC 3770 Highland Ave. Suite 208 | Manhattan Beach, CA 90266 Direct +1 310 545 8360 | Mobile +1 310 963 6614 Ryan@CalBayCorp.com COVER SHEET CS1 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL Raising Cane's Prototype 4 (Large) - Store # RC338 123 Euclid Street Anaheim, CA 92802 ATTACHMENT NO. 3 EUCLID STREET P A R C E L 1 CL D R I V E T H R U O N E W A Y D O N O T E N T E R O N E W A Y D O N O T E N T E R O N E W A Y O N E W A Y S T O P S T O P S T O P S T O P S T O P RAISING CANE'S RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. 101 EUCLID STREET ANAHEIM, CA 92802 LEGEND:CONSTRUCTION NOTES: SITE DATA SIGN INFORMATION VICINITY MAP ANAHEIM, CALIFORNIA NOT TO SCALE 5 EU C L I D S T PROJECT LOCATION N O R T H SCALE LINCOLN AVE W BROADWAY ORANGE AVE 1PRELIMINARY SITE PLAN 1 GENERAL NOTES L I N C O L N A V E N U E EUCLID STREET P A M P A S A V E N U E RAISING CANE'S RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. C L CL C L 1-STORY BUILDING (101 SOUTH EUCLID STREET) 127,185 SQ. FT. 101 EUCLID STREET ANAHEIM, CA 92802 N O R T H SCALE LEGEND 1SITE UTILIZATION MAP 1 D R I V E T H R U O N E W A Y D O N O T E N T E R O N E W A Y D O N O T E N T E R O N E W A Y O N E W A Y S T O P S T O P S T O P S T O P PROPOSED RAISING CANE'S (PARCEL 1) RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. EXISTING TARGET PARCEL (PARCEL 2) 101 EUCLID STREET ANAHEIM, CA 92802 N O R T H LEGEND GRADING AND DRAINAGE NOTES 1PRELIMINARY GRADING PLAN GENERAL NOTES 2 101 EUCLID STREET ANAHEIM, CA 92802 2MOW CURB N O D U M P I N G D R A I N S T O O C E A N 3STENCIL DETAIL 1BIORETENTION DETAILBMP LIST 22 SECTION A-A SECTION B-B EUCLID STREET CROSS-SECTION PRELIMINARY GRADING DETAILS OVERFLOW DETAIL 4 Preliminary RG L1.1 Pr o j e c t N o . Revisions: Date Name Drawn By: #DATENAME 06/2018 Landscape Plan © 2010 Kiesel Design: The design ideas and plans represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design. Type: 2nd Plan Check Title: Submittal Date: K I E S E L • D E S I G N Landscape Architecture 422 E Main Street Ventura, CA 93001 (p) 805.947.0730 Jack@kieseldesign.com CL# 5206 Raising Cane's RC0338 101 Euclid St. Anaheim, CA 92802 12.31.18 June 22nd, 2018 # 04.05.18 Parking Areas: # of trees provided for evey 3,000 SF of vehicular area = 5 Total SF of vehicular area onsite = 15,557 per Civil # of trees required = 1 per planter # of trees provided on-site =22 Front Setback: # of trees required = 1 per 20' lineal street frontage (12) # of trees provided on-site = 8 proposed Tree Requirement Calculations per Predevelopment Findings Important note: All plant materials shall be set out as shown on plan. Final locations shall be approved by the Landscape Architect prior to planting. 1. Prior to starting work, Contractor shall take representative soil samples from the project site. Soil shall be analyzed by an approved commercial soil testing laborator for suitability for ornamental planting. A copy of the results of the soil analysis shall be submitted to the Owner and Landscape Architect. Contractor shall follow the recommendations of the soils lab as to the application of fertilizer & amendments to provide a suitable medium for planting. The Contractor shall notify the Landscape Architect and Owner of any potential problems which may result due to harmful substances found in the soil. Failure to act as specified may result in the Contractor assuming financial responsibility for any damage to plants. 2. Contractor shall clear and grub all planting areas, removing all weed growth and construction debris, prior to installation of plant materials. 3. All plants are identified by typical symbols and quantities in each area. Plant quantities indicated on the plan are approximate and are provided for the convenience of the contractor. It shall be the responsibility of the contractor to confirm all plant quantities prior to bidding. In the event of discrepancies in plant count, quantities indicated by plant symbols shall prevail. 4. As noted above, all plant materials shall be set out as shown on plan by Contractor for approval by Landscape Architect. Landscape Architect shall inspect Contractor layout prior to actual plant installation. Landscape Architect shall be given 48 hours notice to inspect Contractor layout prior to final plant installation. 5. Contractor shall provide and install 3" of mulch in all planted areas unless otherwise noted. Mulch to be Ground Cedar Bark, 1/2 inch-1 inch (unless otherwise indictated on plans/material ledgend). Mulch shall be spread evenly. Contractor to provide Landscape Architect with samples of mulch for approval prior to installation. 6. All DG (decomposed granite) mulch to be stabilized, brown color. 7. Linear Root Barriers shall be provided for all trees 5 'or closer to paving and curbs. 8. All (E) trees to remain unless otherwise noted. Planting Notes Proposed Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. (P) RC’s pilon sign (P) pre order board, per Architect (P) menu board (P) planter pot (P) outdoor dining area, tables and chairs per Architect (P) overhead parking lights, per Electrical Engineer (P) AC paving, per Civil (P) dark grey concrete, per Civil (P) concrete sidewalks, per Civil (P) bioretention area, see Civil plans (P) trash enclosure, per Architect (P) shade structure, per Architect (P) headache bar, per Architect 1. See sheet L1.2 for irrigation zones. A fully automated irrigation system to be submitted with the building permit applicaiton. 2. Per the City standards, 50% of shrubs to be a MIN of 5 gallon container size. 3. Tree container sizes to be a MIN 24" box or greater. 4. 1 tree per 20' of street frontage (existing trees already meet this requirement) 5. Total landscape area: (see Civil plan, excludes hardscape paving areas) 6. A MIN 5' planter shall be provided for every 10 parking spaces. 7. A MIN 4' wide planter shall be provided for every 5 parking spaces. General Notes & City Landscape Requirements Abbreviations APROX.-approximate DG -decomposed granite (E)-existing EQ.-equal MAX.-maximum MIN.-minimum LF -linear foot L.O.W.-limit of work O.C.-on center (P)-proposed PA -planting area R -radius SF -square foot SIM.-similar TBD -to be determined TYP.-typical W/-with GPM.-gallons per minute DI -drain inlet C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SSGWGWGWGWGWGW SS SSSS SS S S S S S S S S S S S S S S S S S S S S S S S S WWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWW WW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WW W W W W W W W W W W W W W W W W W W W W W W WWWWWW SS SS E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T WWWWWWWWWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW FW FW FW FW FW FW FW FW FW FW FW FW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW B A B C D E F G H J K L N A 1 1 2 3 45 6 67 7 L M XX X RA I S I N G C A N E ' S RE S T A U R A N T : 3 ,2 3 3 S .F . CO R R A L : 2 5 6 S .F . ON E W A Y DRIVE THRU ONE WAY DO NOT ENTER ONE WAY DO N O T E N T E R ON E W A Y scale: 1"=20'-0" 0 20 35 50 FT F H E 1 D F F H H 2 3 13 5 6 7 8 8 9 E E E I 10 10 D 11 DGG H 7 6 12 4 I 8 7 43'-0" TO EXISTING CURB FACE 50'-0" TO FUTURE CURB FACE 60'-0" ULTIMATE RIGHT OF WAY 53'-0" EXISTING RIGHT OF WAY CL CL EU C L I D S T R E E T Existing Notes A. B. C. D. E. F. G. H. I. (E) Tipu trees (E) Tree (E) Planetree (E) Golden Rain Tree (E) Natal Plum Hedge, TYP. (E) Tipu Tree (E) not used (E) Mexican Fan Palm (E) landscaping to remain Materials Legend Area Material Size Area DG (decomposed granite) brown color NA 1,275 SF Integral Davis Colors®, Pebble 641 W/1' x 1' 200 SF W/ double bladed saw cut joints, finish W/ 4'6" DIA 30 SFLocal cobble stone border Natural colored concrete W/ double bladed 3' x 3'1,300 SF saw cut joints, finish W/ TOPCAST® #05 TOPCAST® #03 Asphaltic concrete, per Civil NA 9,959 SF Dark Grey concrete, per Civil NA 3,288 SF Plant List Mature Size Symbols Botanical Name Common Name Size Qty Height Width WUCOLS Trees Koelreuteria paniculata Golden Rain 5 gal 2 25'25'-35'Med Platanus 'Bloodgood' (multi)London Planetree 24" box 12 70 - 85 ft > 35 ft Med Tabebuia chrysotricha Golden Trumpet Tree 24" box 6 15 - 35 ft 20 - 35 ft Med Tipuana tipu Tipu Tree 24" box 2 20 - 30 ft 20 - 30 ft Med TOTAL 22 Shrubs Carissa macrocarpa 'Tomlinson'Tomlinson Natal Plum 5 gal 34 24 - 30 in.24 - 36 ft.Med Juniperus chinensis 'Spartan'Spartan Juniper 15 gal 6 10 - 15 ft 3 - 5 ft Low Podocarpus macrophyllus Yew Podocarpus 15 gal 20 15 - 35 ft 4 - 7 ft Med Rhaphiolepis umbellata 'Minor'Dwarf Yedda Hawthorn 15 gal 155 3 - 5 ft.36 in. - 4 ft.Low Rosa x 'Iceberg' Floribunda Rose Iceberg Rose 5 gal 8 30 in - 3 ft 4 - 5 ft Med Perennials Dianella revoluta 'Little Rev'Little Rev Flax Lily 5 gal 17 2 -3 ft 1 - 2 ft Low Juncus patens 'Elk's Blue'Elk's Blue Rush 1 gal 126 12 - 24 in 12 - 24 in Low Phormium 'Yellow Wave'New Zealand Flax 5 gal 8 3'-4'3'-4'Med Teucrium cosonii Majorcan Teucrium 1 gal 16 <= 12 in 2 - 3 ft.Low Succulents Agave 'Blue Flame'Blue Flame Agave 5 gal 12 2 - 3 ft.2 - 3 ft.Low Aloe striata Coral Aloe 2 gal 26 2 - 3 ft.1 - 2 ft.Low Grasses Muhlenbergia capillaris Pink Muhly 5 gal 61 3 ft 3 ft.Dry Groundcovers Senecio mandraliscae Kleinia 1 gal 800 SF 1 to 2 ft 3 to 4 ft Low @ 18" O.C. triangular spacing Carex divulsa European Grey Sedge 1 gal 1,135 SF 1 to 2 ft 3 to 4 ft Low @ 18" O.C. triangular spacing Festuca glauca 'Elijah Blue'Elijah Blue Fescue 1 gal xx SF < 1 ft < 1 ft Low @ 1' O.C. triangular spacing C Preliminary Irrigation MM L1.2 Pr o j e c t N o . Revisions: Date Name Drawn By: #DATENAME 07/2017 Zone Plan © 2010 Kiesel Design: The design ideas and plans represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design. Type: 2nd Plan Check Title: Submittal Date: K I E S E L • D E S I G N Landscape Architecture 422 E Main Street Ventura, CA 93001 (p) 805.947.0730 Jack@kieseldesign.com CL# 5206 Raising Cane's RC0338 101 Euclid St. Anaheim, CA 92802 12.31.18 June 22nd, 2018 # 04.05.18 Irrigation Notes 1. Install drip irrigation system per City of Anaheim standards. 2. Verify location of existing water meter. 3. This plan is diagrammatic. All pipes, valves, etc. shown within paved areas are for design clarification only and shall be installed in planting areas wherever possible. 4. Do not install the irrigation system as indicated on the drawings when it is obvious in the field that obstructions or grade differences exist and should be brought to the attention of the owner's authorized representative. 5. Irrigation system is designed assuming a static water pressure of approximately 70 PSI at point-of-connection. Prior to installation of irrigation system, contractor shall verify pressure at point-of-connection and report any discrepancies to the landscape architect. 6. It is the intent of this plan to provide adequate irrigation to all planting areas. Contractor shall be responsible for making any and all adjustments to the irrigation system necessary to insure 100% irrigation coverage of all planting areas. 7. Install the irrigation system in accordance with all local codes. 8. Piping installed under pathways or paved areas, through walls or footings shall be placed inside schedule 40 PVC sleeves of adequate size to allow free movement of the pipe in the sleeve. 9. Flush all lines and adjust all emiters for maximum performance. Call Landscape Architect and Owner 48 hours in advance for coverage tests. 10. Adjust flow controls for proper performance and valve longevity. 11. Provide sleeving for mainline below driveways, sidewalks, and walls. 12. Irrigation lines shall be buried at the following minimum depths: PVC pressure mainline:18" PVC lateral line:12" PVC lines 2-1/2" or larger: 24" 13. Total Landscaped Area, excluding hardscape, gravel & DG = (NA) SF Total Area of Drip = (NA) SF or 100% Irrigation System Design Criteria: Existing water meter, assumed 70 PSI static pressure. Maximum flow = 5 ft/sec. velocity in main line pipe. Proposed drip irrigation controller (Rainbird Model ESP-SMT Smart Controller) includes a rain sensor for automatic shut off) Irrigation Hydrozone Legend hydrozone designation# W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SSGWGWGWGWGWGW SS SSSS SS S S S S S S S S S S S S S S S S S S S S S S S S WWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWW WW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WW W W W W W W W W W W W W W W W W W W W W W W WWWWWW SS SS E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T WWWWWWWWWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E GW GW GW GW GW FWFWFWFW WW FWFW SS SS FW FW FW FW FW FW FW FW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW FW FW FW FW FW FW FW FW FW FW FW FW E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW B A B C D E F G H J K L N A 1 1 2 3 45 6 67 7 L M XX X RA I S I N G C A N E ' S RE S T A U R A N T : 3 ,2 3 3 S .F . CO R R A L : 2 5 6 S .F . 1 2 3 4 5 scale: 1"=20'-0" 0 20 35 50 FT This Zone shall tie-into the existing Target irrigation system and remain operational throughout duration of construction.6 6 Anigozanthos 'Harmony'Chondropetlum tectorum Perennials Teucrium cosonii Preliminary MM L1.3 Pr o j e c t N o . Revisions: Date Name Drawn By: #DATENAME 07/2017 Planting Images © 2010 Kiesel Design: The design ideas and plans represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design. Type: 2nd Plan Check Title: Submittal Date: K I E S E L • D E S I G N Landscape Architecture 422 E Main Street Ventura, CA 93001 (p) 805.947.0730 Jack@kieseldesign.com CL# 5206 Raising Cane's RC0338 101 Euclid St. Anaheim, CA 92802 12.31.18 June 22nd, 2018 # 04.05.18 Trees Tipuana tipuTabebuia Chrysotricha Decomposed Granite Materials Platanus Bloodgood Grasses Festuca glauca 'Elijah Blue'Muhlenbergia capillaris x Natural Colored Sawcut Concrete 'Double Bladed' Koelreuteria paniculata Senecio mandraliscae Yucca recurvifolia Succulents Aloe vera Aloe striataAgave 'Blue Flame' Shrubs Juniperus chinensis 'Spartan'Rosa 'Iceberg' Floribunds RoseRhaphiolepis umbellata 'Minor'Podocarpus macrophyllus Westringia fruticosa 'Morning Light'Carissa macrocarpa 'Tomlinson' Juncus patens 'Elks Blue' Senecio radicans Carex divulsa Designer L. Jorge Date 11/08/2017 Scale Not to Scale Drawing No.51546-1 A1 Summary No t e Th i s a r c h i t e c t u r a l l i g h t i n g s u b m i t t a l i s p r o v i d e d o n l y f o r i n f o r m a t i o n a l p u r p o s e s a n d t o t h e h e l p t h e c u s t o m e r o r e n d - u s e r ( a s ap p l i c a b l e ) u n d e r s t a n d h o w v a r i o u s s e c t i o n s o f l i n e a r f i x t u r e s c o n n e c t t o e a c h o t h e r a n d h o w t h e y m o u n t t o t h e c e i l i n g . T h i s l ig h t i n g s u b m i t t a l is s t r i c t l y b a s e d o n t h e i n f o r m a t i o n p r o v i d e d t o A c u i t y B r a n d s , a n d i s p r o v i d e d w i t h o u t w a r r a n t y a s t o a c c u r a c y , c o m p l e t e n e s s , re l i a b i l i t y o r o t h e r w i s e . I f t h e i n f o r m a t i o n ( i n c l u d i n g b u t n o t l i m i t e d t o f l o o r - p l a n s , r e f l e c t e d c e i l i n g p l a n s , e l e c t r i c a l p l an s a n d s p e c i f i c a t i o n s ) pr o v i d e d t o A c u i t y B r a n d s i s i n c o m p l e t e o r n o t c u r r e n t ( i . e . , n e we r v e r s i o n s e x i s t ) , t h e a c c u r a c y o f p r o p o s e d d e s i g n m a y b e a d v er s e l y a f f e c t e d . O n c e t h i s l i g h t i n g s u b m i t t a l i s r e c e i v e d b y t h e c u s t o m e r o r e n d - u s e r ( a s a p p l i c a b l e ) , i t i s t h e o b l i g a t i o n o f th e c u s t o m e r o r e n d - -u s e r (a s a p p l i c a b l e ) t o c o n s u l t w i t h a p r o f e s s i o n a l e n g i n e e r i n g a d v i s o r t o d e t e r m i n e w h e t h e r t h e p r o p o s ed d e s i g n m e e t s t h e a p p l i c a b l e p r o j e c t r e q u i r e m e n t s f o r l i g h t i n g s y s t e m p e r f o r m a n c e , c o d e c o m p l i a n c e , s a f e t y , s u i t a b i l i t y a n d e f f e c t i v e n e s s f o r u s e i n a p a r t ic u l a r ap p l i c a t i o n . In n o e v e n t w i l l A c u i t y B r a n d s b e r e s p o n s i b l e f o r a n y l o s s r e s u l t i n g f r o m a n y u s e o f a n y i n f o r m a t i o n c o n t a i n e d i n t h i s l i g h t i n g s u b m i t t a l . Sc h e d u l e Sy m b o l L a b e l Q T Y M a n u f a c t u r e r C a t a l o g N u m b e r D e s c r i p t i o n Number Lamps Filename Lumens per Lamp LLF W a t t a g e L a m p A 2 L i t h o n i a LightingKAX1 LED P3 50K R4 MVOLTKAX AREA SERIES SIZE 1,PERFORMANCE PACKAGE 3,5000 K, TYPE 4, 120-277V1 K A X 1 _ L E D _ P 3 _ 50K_R4_MVOLT .ies17516 0 . 8 9 1 3 0 L E D B 2 L i t h o n i a LightingKAX1 LED P3 50K R5 MVOLTKAX AREA SERIES SIZE 1,PERFORMANCE PACKAGE 3,5000 K, TYPE 5, 120-277V1 K A X 1 _ L E D _ P 3 _ 50K_R5_MVOLT .ies18545 0 . 8 9 2 6 0 L E D C 1 L i t h o n i a LightingKAX1 LED P3 50K R3 MVOLTKAX AREA SERIES SIZE 1,PERFORMANCE PACKAGE 3,5000 K, TYPE 3, 120-277V1 K A X 1 _ L E D _ P 3 _ 50K_R3_MVOLT .ies16901 0 . 8 9 1 3 0 L E D D 1 L i t h o n i a LightingKAX1 LED P3 50K R5 MVOLTKAX AREA SERIES SIZE 1,PERFORMANCE PACKAGE 3,5000 K, TYPE 5, 120-277V1 K A X 1 _ L E D _ P 3 _ 50K_R5_MVOLT .ies18545 0 . 8 9 1 3 0 L E D Statistics Description S y m b o l A v g M a x M i n M a x / M i n A v g / M i n Beyond prop line 0.2 fc 3 . 9 f c 0 . 0 f c N / A N / A Parking lot 3.1 fc 7 . 7 f c 0 . 5 f c 1 5 . 4 : 1 6 . 2 : 1 Property line 1.4 fc 5 . 4 f c 0 . 1 f c 5 4 . 0 : 1 1 4 . 0 : 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 5 0. 5 0. 4 0. 3 0. 4 0. 5 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 3 0. 7 1. 3 1. 7 1. 6 1. 6 1. 5 1. 5 1. 6 1. 5 0. 9 0. 3 0. 1 0. 1 0. 1 0. 1 0. 2 0. 4 0. 3 0. 3 0. 3 0. 3 0. 5 1. 1 2. 4 3. 4 3. 6 3. 6 3. 6 3. 6 3. 4 2. 9 1. 4 0. 5 0. 1 0. 1 0. 1 0. 1 3. 4 1. 5 0. 4 0. 1 0. 1 0. 1 0. 2 3. 6 1. 4 0. 4 0. 1 0. 1 0. 1 0. 1 0. 2 3. 6 1. 4 0. 3 0. 1 0. 1 0. 1 0. 2 0. 3 3. 6 1. 4 0. 3 0. 1 0. 1 0. 1 0. 1 0. 2 3. 5 1. 4 0. 4 0. 1 0. 1 0. 1 0. 1 0. 2 3. 2 1. 6 0. 5 0. 1 0. 1 0. 1 0. 1 0. 1 2. 3 1. 2 0. 4 0. 1 0. 1 0. 1 0. 1 1. 2 0. 6 0. 3 0. 1 0. 1 0. 1 0. 1 0. 6 0. 3 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 5 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 5 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 4 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 4 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 2 0. 3 1. 3 0. 8 0. 3 0. 1 0. 1 0. 1 0. 2 0. 2 2. 6 1. 5 0. 6 0. 1 0. 1 0. 1 0. 2 0. 3 3. 5 1. 9 0. 7 0. 1 0. 1 0. 1 0. 2 0. 3 3. 8 1. 8 0. 6 0. 1 0. 1 0. 1 0. 2 0. 3 1. 8 0. 5 0. 1 0. 1 0. 1 0. 2 0. 3 1. 8 0. 5 0. 1 0. 1 0. 1 0. 2 0. 3 3. 8 1. 8 0. 6 0. 1 0. 1 0. 1 0. 2 0. 3 3. 6 1. 9 0. 6 0. 1 0. 1 0. 1 0. 1 0. 3 2. 9 1. 7 0. 6 0. 1 0. 1 0. 1 0. 2 1. 4 0. 9 0. 4 0. 1 0. 1 0. 1 0. 1 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 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0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 3. 9 3 .9 0. 2 0 . 3 0 . 5 0. 4 0 . 3 0. 2 0 . 2 0. 2 0 . 2 0. 2 0 . 3 0. 4 0 . 6 0. 8 0 . 8 0 . 6 0. 3 0 . 3 0. 3 0 . 4 0. 6 0 . 8 0. 8 0 . 5 0. 3 0 . 2 0. 2 0. 2 0. 3 0. 5 0. 5 0. 4 0. 4 0. 4 0. 4 0. 4 0. 4 0. 3 0. 2 0. 3 0. 3 0. 8 2 . 2 3. 6 4 . 1 4. 2 4 . 3 4 . 2 4. 0 3 . 4 1. 9 1 . 0 0. 8 0 . 7 0. 7 0 . 6 0. 7 0 . 7 0. 8 1 . 0 1 . 8 3. 2 3 . 8 4. 0 4 . 0 4. 0 3 . 9 4. 3 5. 0 5. 3 4. 9 4. 1 2. 8 1. 3 0. 8 0. 9 1. 3 0. 8 0. 6 0. 6 0. 4 0. 1 5. 4 4. 2 3. 9 2. 8 1. 9 1. 5 2. 6 4. 3 6. 0 7. 2 6. 7 5. 1 6. 7 5. 5 3. 8 2. 8 1. 9 2. 7 4. 3 6. 2 7. 2 5. 3 6. 0 6. 6 4. 6 3. 6 3. 1 2. 1 2. 7 4. 2 5. 8 6. 9 6. 2 6. 4 5. 0 4. 1 4. 9 3. 5 3. 4 2. 0 1. 7 2. 6 4. 0 4. 8 5. 2 5. 4 5. 1 4. 4 2. 6 3. 4 3. 7 2. 6 1. 2 1. 2 2. 3 3. 5 3. 7 3. 8 3. 9 3. 8 3. 6 1. 4 2. 0 2. 1 1. 5 0. 7 0. 8 1. 8 2. 1 2. 0 2. 0 1. 9 2. 1 2. 0 0. 7 0. 9 1. 0 1. 6 1. 6 1. 5 1. 4 1. 5 1. 3 0. 6 0. 9 1. 0 2. 1 2. 1 2. 1 2. 0 1. 9 1. 3 1. 2 1. 7 1. 8 2. 8 3. 0 2. 9 2. 6 2. 1 1. 3 2. 2 3. 3 2. 7 3. 3 3. 8 3. 6 3. 0 2. 1 1. 4 3. 6 4. 5 3. 8 2. 4 3. 6 4. 0 3. 2 2. 2 1. 3 5. 4 5. 4 4. 6 3. 1 3. 6 3. 5 2. 9 2. 1 1. 4 6. 3 6. 0 4. 8 2. 6 2. 7 2. 7 2. 5 2. 0 1. 3 5. 3 5. 4 4. 6 2. 0 2. 0 2. 0 1. 9 1. 8 1. 3 3. 5 4. 5 3. 9 1. 3 1. 3 1. 2 1. 1 1. 3 1. 1 2. 2 3. 3 2. 8 1. 7 1. 0 1. 8 1. 8 1. 8 1. 6 1. 8 1. 8 1. 3 1. 9 2. 1 1. 2 0. 9 1. 8 3. 2 3. 5 3. 6 3. 7 3. 6 3. 5 1. 6 2. 1 2. 2 1. 4 0. 8 0. 9 2. 0 3. 7 4. 4 4. 9 5. 3 4. 9 4. 5 3. 3 3. 7 3. 2 2. 5 1. 3 1. 0 2. 0 3. 9 5. 2 6. 4 7. 3 6. 6 5. 5 5. 4 5. 3 3. 7 3. 4 1. 7 1. 0 1. 9 4. 0 5. 5 7. 3 6. 8 7. 5 5. 8 7. 2 6. 4 3. 4 3. 3 1. 5 0. 9 1. 9 4. 0 5. 4 6. 9 6. 5 7. 1 5. 7 6. 1 5. 8 3. 5 3. 4 1. 6 1. 0 1. 9 3. 8 4. 9 5. 7 6. 3 5. 8 5. 0 4. 2 3. 5 2. 8 1. 4 1. 1 2. 0 3. 5 3. 9 4. 1 4. 4 4. 1 3. 9 2. 0 1. 5 0. 9 0. 9 1. 5 2. 4 2. 4 2. 5 2. 3 2. 5 2. 4 0. 7 0. 8 0. 6 0. 6 0. 8 1. 0 0. 9 0. 9 0. 7 0. 9 0. 9 0. 5 0. 5 0. 5 7. 7 B @ 2 2 . 5 ' B @ 2 2 . 5 ' A @ 2 2 . 5 ' A @ 2 2 . 5 ' C @ 2 2 . 5 ' D @ 2 2 . 5 ' Pl a n V i e w Sc a l e - 1 " = 3 0 f t Note 1. Readings shown are based on a total LLF of as shown at grade.Data references the extrapolated perf ormance projections in a 25c ambient based on 10,000 hrs of LED te sting (per IESNA LM-80-08 an d projected per IESNA TM-21-11).2. Please refer to the "luminaire locations" for mounting heights.3. Product information can be obtained at www.Lithonia.com or through your local agency.Luminaire Locations No. L a b e l X Y Z Location MH O r i e n t a t i o n T i l t 2 A 2 0 2 . 0 0 1 8 3 . 0 0 2 2 . 5 0 2 2 . 5 0 3 4 . 1 6 0 . 0 0 3 A 3 9 3 . 2 0 1 7 5 . 8 0 2 2 . 5 0 2 2 . 5 0 0 . 0 0 0 . 0 0 1 B 2 0 0 . 3 0 2 7 9 . 9 0 2 2 . 5 0 2 2 . 5 0 9 0 . 0 0 0 . 0 0 2 B 3 8 4 . 2 0 2 8 2 . 3 0 2 2 . 5 0 2 2 . 5 0 9 0 . 0 0 0 . 0 0 1 C 3 1 1 . 5 0 1 7 5 . 0 0 2 2 . 5 0 2 2 . 5 0 0 . 0 0 0 . 0 0 1 D 2 9 0 . 6 0 2 6 3 . 6 0 2 2 . 5 0 2 2 . 5 0 0 . 0 0 0 . 0 0 Power Statistics Description # L u m i n a i r e s T o t a l W a t t s A r e a D e n s i t y Parking watts/sq ft5 9 1 0 . 0 0 0 W 2 8 8 3 9 . 5 3 0 f t ² 0 . 0 3 2 W / f t ² FLOOR PLAN A01.1 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL 1 SEATING CAPACITY PARTIES SEATS TYPE OF SEATING REQUIRED PROVIDEDACCESSIBLE SEATING 02 OPEN 01 EXTERIOR ELEVATIONS A04.1 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL 01 OPEN 02 EXTERIOR ELEVATIONS A04.2 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL 1 2 BUILDING SECTIONS A06.1 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL ROOF PLAN A10.1 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL 1 1 2 3 4 5 6 TRASH ENCLOSURE SITE DETAILS A10.3 Te l e : 9 7 2 - 7 6 9 - 3 1 0 0 F a x : 9 7 2 - 7 6 9 - 3 1 0 1 68 0 0 B i s h o p R o a d , P l a n o , T X 7 5 0 2 4 Professional of Record: Date: Project Number: Sheet Number: Drawn By: Store: Re s t a u r a n t S u p p o r t O f f i c e RAC16031 06.22.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: 04.26.2017 Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Date Description CUP SUBMITTAL DESIGN REVISIONS Raising Cane's 101 Euclid Street Anaheim, CA 92802 Store # RC338 Prototype 4 CA-HC 07.31.2017 CUP SUBMITTAL 11.01.2017 CUP SUBMITTAL DESIGN REVISIONS 06.22.2018 FINAL CUP APPROVAL 06.22.2018 Final CUP Approval 06.22.2018 06.22.2018 Final CUP Approval 06.22.2018 SIGN PHOTOGRAPHS RAISING CANE’S 101 Euclid Street, Anaheim, CA 92802 RAC16031.0 7/31/2017 Page 1 of 2 ATTACHMENT NO. 4 SIGN PHOTOGRAPHS RAISING CANE’S 101 Euclid Street, Anaheim, CA 92802 RAC16031.0 7/31/2017 Page 2 of 2 ATTACHMENT NO. 5 PROJECT SUMMARY Development Standard C-G Proposed Project Site Area ---- 40,345 sf (after dedication) Floor Area Ratio 0.50 0.08 (3,233 sf. / 40,345 sf.) Building Height 75’ 21’ Landscape Setback Abutting arterial highway (Euclid Street) Abutting interior PL 15’ None 16’-6” Contiguous with center parking lot Structural Setbacks Abutting arterial highway (Lincoln) Abutting interior PL 15’ None 44’ 50’+ Parking 13 spaces for restaurant (3,233 sf. @ 4 per 1,000 sf of GFA = 12.93 = 13) 522 spaces for Entire Commercial Center (Large) with new restaurant 37 spaces 495* Signs Monument/Freestanding Wall signs 8’ high, 55 sq. ft. or 0.33 of frontage, whichever less Total 98 sq. ft. (max. 1 sq. ft./lineal ft. of building elevation) 8’ high, 55 sq. ft. 207 sq. ft.** *Administrative Adjustment Request (with Common Reciprocal Access and Parking Agreement) ** Variance Request PM Design Group, Inc. 38 Executive Park. Suite 310 Irvine, CA 92614 P: (949) 562-1723 Office Locations Sacramento • Portland • Phoenix • Dallas • San Francisco • Denver • Los Angeles www.pmdginc.com 19 June 2018 CITY OF ANAHEIM PUBLIC WORKS Public Works and Engineering Department 200 S. Anaheim Boulevard, Suite 276 Anaheim, CA 92805 Attention: Mr. Wayne Carvalho, Contract Planner Subject: Proposed Raising Cane’s Restaurant - New Construction 223 Euclid St. (Raising Cane’s RC #338) Anaheim, CA 92802 CUP2017-05929 / DEV2017-00076 Re: Variance Request - Raising Cane’s “One Love Mural” and “Blue Dog Mural” In accordance with the City of Anaheim ‘Justification for Variance’ requirements, please note the following circumstances regarding the above-referenced subject property. We hereby request the allowance of the Raising Cane’s “One Love” mural and the Raising Cane’s “Blue Dog mural as indicated on the attached color elevations. As stated in the Anaheim Municipal Code, Chapter 18.44 Signs, the code provides the following description: “DEFINITIONS: .290 “Mural” means a painting, tile or other materials deemed appropriate that comprise artwork on an exterior wall in public view, whose primary purpose is commemorative or artistic rather than advertising”. The Cambridge Advanced Learner's Dictionary defines commemorative as an adjective being: “done or made to officially remember and give respect to a great person or event”. Both the “One Love” mural and the “Blue Dog” artwork fit this definition and hence the City of Anaheim Municipal code Section 18.040.290, as these artistic murals depict events that occurred in the life of the founder of Raising Cane’s, Mr. Todd Graves (please see the attached “One Love Story”). These individual artwork elements are wholly and completely dissimilar to the Raising Cane’s “Identification Signs” (as defined in the Anaheim Municipal Code) in that they depict events in the life of the corporate founder. Please do not hesitate to contact me at any time if you have any questions and/or comments. With sincere appreciation, Ruben D. Gonzalez Senior Project Manager PM Design Group, Inc. cc: Kristen Roberts, Raising Cane’s Ryan Shea, CalBay File ATTACHMENT NO. 6 -Page 1- JUSTIFICATION FOR VARIANCE PLANNING DEPARTMENT PLANNING SERVICES DIVISION Revised 10/2009 Sections 18.74.060 of the Anaheim Municipal Code requires that before any variance may be granted by the Planning Commission, the following shall be shown: 1. That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other property under identical zoning classification in the vicinity; and 2. That, because of such special circumstances, strict application of the zoning code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. In order to determine if special circumstances exist, and to assist the Planning Commission to arrive at a decision, please provide a letter of justification to answer each of the following questions regarding the property for which a variance is sought, as fully and completely as possible. The letter should list each code section for which a variance is required including a brief description of the requirement. Justification must be provided for each separate variance request. 1. Identify any special physical characteristics of the property such as shape, topography, location or surroundings that cause the requested development to not meet zoning codes. 2. Do other properties in the vicinity have the same type of physical characteristics as this property? If so, please identify a few of them. 3. Identify any other neighboring properties that have the same type of improvement that you are requesting. 4. Identify the cause of the special characteristics of the site that limits the ability to comply with code requirements (e.g. natural slope of the land, placement of other structures). See the Parking Variance handout for variances relating to parking spaces. ******** 6800 Bishop Rd, Plano, Texas 70524 t) 972.769.3100 f) 972.769.3101 | www.raisingcanes.com The ONE LOVE HEART art piece is a collaboration between our Art Department and our Graphics consultant and depicts the story of our founder Todd Graves and his journey to develop Raising Cane's. This contemporary piece is a collection of 30 pieces made of high quality brushed aluminum arranged into a Heart that tells a story. The salmon on the upper left side of the Heart symbolizes Todd’s days of working in the Alaskan salmon industry to raise money to fund his dream of having a restaurant. No financial institution would loan him money on his wild idea to open a restaurant that just sells chicken fingers. The upper right displays a disco ball. This disco ball is found in the skylight at the very first Raising Cane’s that was started off the LSU campus in Baton Rouge, LA over 20 years ago. It was the only decoration Todd could muster up to add some bling to his new concept. Since then, every restaurant has a disco ball in the dining room. In the lower right is a hard hat. This hat symbolizes the first stop for Todd as he came to the big state of California to work in the oil fields trying to make money to fund his restaurant idea. It was only one short season when his friends in the oil field informed him about making quick money in Alaska. Then it was off to the Alaska fisheries. In the lower left we have the number one. That is because Todd was adamant that his restaurant was going to have ONE LOVE and that was to have the best chicken fingers of any restaurant. Then we have the image of a cool dog in the center of the Heart. The dog is Cane to whom the restaurant is named. When Todd was about ready to open his restaurant he didn’t have a name for it. A friend asked Todd who had been by his side this entire time and Todd said, “Cane!” So then the name surfaced, Raising Cane’s! To finalize, all the images together form the HEART which again symbolized the ONE LOVE – to serve the best chicken tenders (Chicken Fingers) in the industry. ONE LOVE HEART MOUNTED ON ALUMINUM SUBSTRATE DUE TO STONE 111.38 Square Footage (4) RAW STEEL 1/8” THICK PANELS WITH MILLMARKS NATURAL. W/ CLEAR POWDER COAT (MATTE) 1/2” GAP, TYP. 12’-4 1/2” 8’-8 3/4” 9’ - 0 ” 6” 6” RED BACKER NOT APPROVED BY LL Anaheim, CA RC0338 06/19/2018 G.W. Patience Casey M. Folden CUTSHEET One Love Heart (on substrate) 6800 Bishop Rd, Plano, Texas 70524 t) 972.769.3100 f) 972.769.3101 | www.raisingcanes.com RE: Raising Cane’s BLUE DOG Story The BLUE DOG has a unique history behind it! The Blue Dog graphic was created years ago by artist George Rodrigue for two exhibits for a local fundraiser in Louisiana benefiting the Foundation of the Arts. Raising Cane’s promoted the exhibits that raised money for the non-profit organization and soon afterwards Raising Cane’s adopted the “Blue Dog” banner by placing Cane, their namesake, on a banner with a blue background. With the recent passing of the artist, George Rodrigue, Raising Cane’s tradition of honoring the relationship of the artist, and his works, will live on with the tradition of the Blue Dog banner hanging on the exterior of Cane’s restaurants around the world. BLUE DOG To: Wayne Carvalho Dept. of Planning & Building City of Anaheim From: Ryan Shea Managing Partner Calbay Development LLC Date: April 23, 2018 RE: Justification Letter for a Parking‐related administrative adjustment for the Proposed Raising Cane’s at the outparcel to Target Store at 101 Euclid St; Anaheim, CA (ref. DEV2017‐00076) Mr. Carvalho: It is our intent that the proposed Raising Cane’s restaurant and the existing Target Store shall have a shared parking arrangement. Therefore, for purposes of calculating required parking for this project we request that it be treated as “Commercial Retail Centers‐Large” as defined in the City of Anaheim Parking Code. A summary of the parking analysis for this project is shown below: In Summary Total floor/building area = 130,418 square feet The Net loss of parking = 67 stalls reduction from current condition ATTACHMENT NO. 7 Total stalls proposed = 495 stalls Parking Ratio provided = 3.80 per 1000 sf of building area (code required = 4.0 per 1000 sf) The provided parking (495 stalls) results in a ratio is 3.80 per 1000 sf of building area. The zone required number of stalls is 4.0 per 1000 = 522 stalls. Therefore, the project is 27 stalls short of meeting code (5.2%). As part of our Development Application we are requesting an Administrative Adjustment for parking of 5.2%. We ask that our request for Administrative Adjustment be considered in light of the following points: a. The adjustment is consistent with the purposes and intent of the Zoning Code: We make reference to the Staff Report to Planning Commission dated December 12, 2016, specifically Item No. 4 (“Zone Code Amendment Staff Report”). In the Zone Code Amendment Staff Report it is stated that the intent is to ‘right size’ the parking requirement without creating a parking shortage. Our request is consistent with this directive. The existing Target Shopping Center has historically been over‐parked from a daily usage standpoint. Specifically the portion of the Target parking lot on which the Raising Cane’s is proposed is rarely used by Target customers, which we can demonstrate through viewing a historical time lapse aerial photos from years 2011 ‐ 2016, which are attached here in Exhibit A. The intent of this Project is to add density and customer amenities to this shopping center‐ and specifically at a parking lot location that is currently under‐utilized. A parking‐related administrative adjustment of 5.2% is consistent with the Zone Code Amendment Staff Report and does not create a parking shortage based on historical parking usage at the Target Store. b. A ratio of 4.0 per 1000 cannot be achieved by using provisions in the Zoning Code: Based on required setbacks, drive aisle widths, landscaping requirements, etc. we cannot meet a 4.0 per 1000sf within the boundaries of the site while also adding this new restaurant amenity for the Target shopping guests. c. The adjustment will not produce a result that is out of character or detrimental to the neighborhood: The proposed project is consistent with many ‘big box’ anchored shopping centers throughout west Anaheim which typically feature ‘pad’ buildings with retail and restaurant uses out in front of an anchor tenant box. The proposed Raising Cane’s represents what will be the first pad building to be built within the Target Tract. Further, since no parking shortage will be created, there will be no detriment to the neighborhood. We sincerely thank you for considering our request in connection with our development proposal. Regards, Ryan Shea Managing Partner | Calbay Development LLC 3770 Highland Ave. Suite 208 | Manhattan Beach, CA 90266 Direct +1 310 545 8360 | Mobile +1 310 963 6614 Ryan@CalBayCorp.com Exhibit A ‐ Historical Aerial Photos of Target Parking Lot (Years: 2011 – 2016. Source: City of Anaheim GIS Software) Traffic Impact Study for the: Anaheim Raising Cane’s – Euclid Street Project Prepared for: The City of Anaheim April, 2018 ATTACHMENT NO. 8 TRAFFIC IMPACT STUDY FOR THE ANAHEIM RAISING CANE’S – EUCLID STREET PROJECT TABLE OF CONTENTS Page INTRODUCTION ........................................................................................................................................................................................... 1 PROJECT DESCRIPTION ............................................................................................................................................................................ 1 Existing Site ............................................................................................................................................ 1 Proposed Project ...................................................................................................................................... 1 ANALYSIS SCENARIOS AND METHODOLOGY ................................................................................................................................... 1 Analysis Scenarios ................................................................................................................................... 2 Analysis Methodology ............................................................................................................................. 6 Daily Roadway Analysis .......................................................................................................................... 7 Performance Criteria ................................................................................................................................ 7 Significance Thresholds ........................................................................................................................... 8 EXISTING TRANSPORTATION SYSTEM ............................................................................................................................................... 8 Existing Roadway System ....................................................................................................................... 8 Existing Transit Service ........................................................................................................................... 9 EXISTING OPERATING CONDITIONS ................................................................................................................................................... 9 Existing Traffic Volumes ......................................................................................................................... 9 Peak Hour Intersection Operations ......................................................................................................... 11 Daily Roadway Operating Conditions .................................................................................................... 11 TRIP GENERATION ................................................................................................................................................................................... 11 Project Trip Generation.......................................................................................................................... 11 Trip Distribution and Assignment .......................................................................................................... 16 EXISTING PLUS PROJECT CONDITIONS ............................................................................................................................................ 16 Peak Hour Intersection Operations ......................................................................................................... 16 Daily Roadway Operating Conditions .................................................................................................... 16 OPENING YEAR 2019 (CUMULATIVE) CONDITIONS .................................................................................................................... 22 Background Growth ..................................................................................................................... 22 Cumulative Projects ..................................................................................................................... 22 Opening Year 2019 Conditions .............................................................................................................. 22 Peak Hour Intersection Operations ............................................................................................. 22 Daily Roadway Operating Conditions ......................................................................................... 28 Opening Year 2019 (Cumulative) Plus Project Conditions ..................................................................... 28 Peak Hour Intersection Operations ............................................................................................. 28 Daily Roadway Operating Conditions ......................................................................................... 28 MITIGATION ............................................................................................................................................................................................... 34 SITE ACCESS AND CIRCULATION ........................................................................................................................................................ 34 SUMMARY OF FINDINGS AND CONCLUSIONS ................................................................................................................................ 36 APPENDICES Appendix A Existing Traffic Data Collection Sheets Appendix B Intersection Analysis Worksheets Appendix C Raising Cane’s Trip Generation Study LIST OF FIGURES Figure 1 – Vicinity Map .............................................................................................................................. 3 Figure 2 – Project Site Plan ........................................................................................................................ 4 Figure 3 – Existing Lane Configuration and Traffic Control ...................................................................... 5 Figure 4 – Existing Traffic Volumes ......................................................................................................... 10 Figure 5 – Project Trip Distribution ......................................................................................................... 17 Figure 6 – Project-Related Traffic Volumes ............................................................................................. 18 Figure 7 – Existing Plus Project Traffic Volumes ..................................................................................... 19 Figure 8 – Location of Cumulative Projects ............................................................................................. 25 Figure 9 – Opening Year 2019 Traffic Volumes ....................................................................................... 26 Figure 10 – Opening Year 2019 Plus Project Traffic Volumes ................................................................. 31 LIST OF TABLES Table 1 – Summary of Intersection Operation – Existing Conditions ..................................................... 12 Table 2 – Summary of Roadway Segment Operation – Existing Conditions ........................................... 13 Table 3 – Peak Hour Link Analysis – Existing Conditions ....................................................................... 14 Table 4 – Summary of Project Trip Generation ....................................................................................... 15 Table 5 – Summary of Intersection Operation – Existing Plus Project Conditions ................................. 20 Table 6 – Summary of Roadway Segment Operation – Existing Plus Project Conditions ....................... 21 Table 7 – Peak Hour Link Analysis – Existing Plus Project Conditions ................................................... 23 Table 8 – Summary of Cumulative Projects ............................................................................................. 24 Table 9 – Summary of Intersection Operation – Opening Year 2019 Conditions ................................... 27 Table 10 – Summary of Roadway Segment Operation – Opening Year 2019 Conditions ....................... 29 Table 11 – Peak Hour Link Analysis – Opening Year 2019 Conditions ................................................... 30 Table 12 – Summary of Intersection Operation – Opening Year 2019 Plus Project Conditions ............. 32 Table 13 – Summary of Roadway Segment Operation – Opening Year 2019 Plus Project Conditions ... 33 Table 14 – Peak Hour Link Analysis – Opening Year 2019 Plus Project Conditions ............................... 35 Anaheim Raising Cane’s – Euclid Street - 1 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 TRAFFIC IMPACT STUDY FOR THE ANAHEIM RAISING CANE’S – EUCLID STREET PROJECT INTRODUCTION This traffic impact study has been prepared to evaluate the project-related traffic impacts associated with the proposed Raising Cane’s fast-food restaurant located within an existing shopping center at 101 S. Euclid Street in the City of Anaheim. PROJECT DESCRIPTION Existing Site The project site is located within the existing Target shopping center, which is bounded by Lincoln Avenue to the north, Euclid Street to the east, residential and commercial uses to the west, and a shopping center to the south. The proposed site is currently used as a surface parking lot for the Target shopping center. The project site is shown in its regional setting on Figure 1. Proposed Project The applicant proposes to develop a 3,233-square-foot Raising Cane’s drive-through restaurant. The proposed site plan is shown on Figure 2. As shown on the site plan, the Raising Cane’s building would be located adjacent to Euclid Street, just north of the main entrance for the Target Center. The construction of the project would displace approximately 68 parking spaces. The parking supply for the Raising Cane’s would consist of 37 parking spaces, including 2 accessible stalls and 3 clean air/van pool/EV stalls. Access to the Raising Cane’s project will be provided from within the Target Center parking area; there will be no new curb cuts on Euclid Street or Lincoln Avenue. ANALYSIS SCENARIOS AND METHODOLOGY This traffic impact study has been prepared in accordance with the City of Anaheim Criteria for Preparation of Traffic Impact Studies and complies with the Orange County Congestion Management Plan (CMP). There are no designated CMP facilities in the project study area; therefore, a separate CMP analysis is not required. Anaheim Raising Cane’s – Euclid Street - 2 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Analysis Scenarios This traffic analysis will provide an evaluation of evening peak hour operations for the following scenarios: ·Existing Conditions ·Existing Plus Project ·Opening Year 2019 (Cumulative) ·Opening Year 2019 (Cumulative) Plus Project The following study locations are included in the analysis: Intersections: 1.Crescent Way at Lincoln Avenue 2.Euclid Street at Lincoln Avenue 3.Loara Street at Lincoln Avenue 4.Euclid Street at Target Driveway 5.Euclid Street at Broadway 6.Euclid Street at Orange Avenue Since Raising Cane’s is not open during the morning peak hour, the intersection analysis will be conducted for the evening peak hour only. Roadway Segments: 1.Euclid Street – North of Lincoln Avenue 2.Euclid Street – Lincoln Avenue to Target Driveway 3.Euclid Street – Target Driveway to Broadway 4.Euclid Street – Broadway to Orange Avenue 5.Lincoln Avenue – West of Euclid Street 6.Lincoln Avenue – East of Euclid Street 7.Broadway – West of Euclid Street 8.Broadway – East of Euclid Street Study intersection and roadway segment locations are shown on Figure 3. Anaheim Raising Cane’s – Euclid Street - 6 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Analysis Methodology The traffic analysis will focus on the project’s off-site traffic-related impacts at the study intersections and on the study roadway segments. In accordance with the City of Anaheim and the County of Orange Congestion Management Plan (CMP), intersection operation is evaluated using the Intersection Capacity Utilization (ICU) methodology, which provides a comparison of the theoretical hourly vehicular capacity of an intersection to the number of vehicles passing through that intersection during the peak hour. The results of the evaluation are reported in terms of a volume- to-capacity (v/c) ratio, which corresponds to a Level of Service (LOS). Level of Service is represented by letter grades A through F, with LOS A representing free-flow conditions, and LOS F representing congested, over-capacity conditions. The following chart identifies each Level of Service category, and the corresponding intersection capacity utilization values: Level of Service Ranges Level of Service (LOS) ICU (Signalized Intersections) A < 0.600 B 0.601 – 0.700 C 0.701 – 0.800 D 0.801 – 0.900 E 0.901 – 1.000 F > 1.000 LOS = Level of Service ICU = Intersection Capacity Utilization Anaheim Raising Cane’s – Euclid Street - 7 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Daily Roadway Analysis Roadway segment Level of Service is estimated by comparing 24-hour traffic volumes on the roadway segment to the daily roadway capacity, based on its functional classification. This comparison results in a volume-to-capacity (v/c) ratio, which represents the percentage of the daily vehicular capacity that is required to accommodate the daily traffic volume. The following chart presents the daily roadway capacity for each roadway classification. ICU Level of Service Ranges Roadway Classification LOS E Daily Capacity (vehicles per day) Eight lanes divided 75,000 Six lanes divided 56,300 Four lanes divided 37,500 Four lanes undivided 25,000 Two lanes divided 22,000 Two lanes undivided 12,500 Source: County of Orange: Guidance for Administration of the Orange County Master Plan of Arterial Highways Performance Criteria The City of Anaheim Level of Service standard for intersection operation is Level of Service D or better. The City of Anaheim Level of Service standard for arterial roadways is LOS C or better on a daily basis. The City of Anaheim applies a methodology to determine the level of service under peak hour traffic volumes for roadway segments that are deficient on a daily basis. The peak hour link analysis determines directional AM and PM peak hour V/C ratios for each link that exceeds the daily LOS threshold. The peak hour capacity is determined by using Equation 18-15 of the 2010 Highway Capacity Manual (HCM 2010), multiplying the mid-block number of lanes for each direction by a lane capacity of 1,900 vehicles per hour, then multiplied by the percentage of green time at the controlling signalized intersection for that arterial segment. The percentage of green time is estimated by dividing the directional V/C ratios by the total V/C ratio at signalized intersections along the arterial segment. If the V/C ratio of the roadway segment is LOS E or F under peak hour conditions, improvements should be considered to improve the segment to an acceptable LOS. Anaheim Raising Cane’s – Euclid Street - 8 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Significance Thresholds Based on the City of Anaheim standards, a project impact for intersections would be considered significant in accordance with the following: Level of Service Final V/C Ratio Project-Related Increase in V/C C > 0.700 – 0.800 Equal to or greater than 0.050 D > 0.800 – 0.900 Equal to or greater than 0.030 E or F > 0.900 Equal to or greater than 0.010 For purposes of this calculation, the “Final V/C Ratio” shall mean the future V/C ratio at an intersection considering impacts with Project, Ambient Growth and Related Projects, but without any proposed mitigation. EXISTING TRANSPORTATION SYSTEM Existing Roadway System Regional access to the site is provided by the I-5 Freeway, located approximately one-half mile to the north of the project site; and the SR-91 Freeway, located approximately 1.5 miles north of the project site. Local access to the project vicinity is provided by local arterial and commuter roadways. Euclid Street is a north-south four- to six-lane divided roadway and forms the east boundary of the project site. Euclid Street is a four-lane divided roadway south of Broadway and a six-lane divided roadway north of Broadway. On-street parking is restricted on both sides of the roadway. The posted speed limit is 35 miles per hour (mph). Euclid Street is classified as a Primary Arterial in the City of Anaheim General Plan Circulation Element. Lincoln Avenue is an east-west four- to six-lane divided roadway. Lincoln Avenue is a generally a four-lane divided roadway within the project vicinity. On-street parking is restricted on both sides of the roadway. The posted speed limit is 40 mph. Lincoln Avenue is classified as a Primary Arterial in the City’s Circulation Element. Broadway is an east-west four-lane divided roadway. On-street parking is restricted on both sides of the roadway. The posted speed limit is 35 mph. Broadway is classified as a Secondary Arterial in the City’s Circulation Element. Orange Avenue is an east-west two-lane undivided roadway. On-street parking is restricted on both sides of the roadway. The posted speed limit is 35 mph. Orange Avenue is classified as a Collector Street in the City’s Circulation Element. Anaheim Raising Cane’s – Euclid Street - 9 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Existing Transit Service Public transportation service for the immediate project area is provided by the Orange County Transportation Authority (OCTA) and Anaheim Resort Transportation (ART). The bus stops located near the project site are: ·The northwest and southeast corners of the intersection of Euclid Street at Lincoln Avenue ·The northeast and southwest corners of the intersection of Euclid Street at Lincoln Avenue ·The northeast and southwest corner of the intersection of Euclid Street at Broadway The following OCTA bus routes serve the project vicinity: Route 42/42A operates between the City of Seal Beach and the City of Orange, traveling along Lincoln Avenue in the project vicinity. Route 42 operates seven days a week, from approximately 4:10 AM to 11:45 PM on weekdays, and 5:40 AM to 9:15 PM on weekends and holidays; with 5 to 15- minute headways (the time interval between bus arrivals) throughout the day. Route 37 operates between the City of Fountain Valley and the City of La Habra, traveling in a north- south direction via Euclid Street. Route 37 operates seven days a week, from approximately 4:30 AM to 11:00 PM on weekdays, from approximately 5:20 AM to 9:35 PM on Saturdays, and from approximately 7:00 AM to 8:50 PM on Sundays and Holidays; with 15-minute to one-hour headways throughout the day. The following ART bus route serves the project vicinity: Route 18 operates between the City of Buena Park and the City of Anaheim, traveling in a northwest- southeast direction along Lincoln Avenue in the project vicinity. Route 18 operates with one-hour headways throughout the day. EXISTING OPERATING CONDITIONS Existing Traffic Volumes Existing daily and evening peak hour turning movement traffic count data was collected in January, 2018 at the study intersections and on the roadway segments. Existing lane configurations and traffic control are shown on Figure 3 (previously referenced). Existing traffic volumes at the study locations are shown on Figure 4. Copies of the traffic count data worksheets are provided in Appendix A. Anaheim Raising Cane’s – Euclid Street - 11 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Peak Hour Intersection Operations Intersection Level of Service analysis was conducted for the evening peak hour using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown on Table 1. Review of this table indicates that all study intersections are currently operating at an acceptable Level of Service (LOS D or better) in the evening peak hour. Intersection analysis worksheets are provided in Appendix B. Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted based on the roadway capacities presented previously in this report. For analysis purposes, for roadway segments that have a varying lane configuration along the segment, the lowest-capacity configuration and capacity for that segment are assumed. The results of the roadway analysis for Existing Conditions are shown on Table 2. Review of this table indicates that the following study roadway segments are currently operating at a deficient Level of Service (LOS D or worse) on a daily basis: ·Euclid Street – North of Lincoln Avenue (LOS D) ·Euclid Street – Broadway to Orange Avenue (LOS F) ·Lincoln Avenue – West of Euclid Street (LOS D) Consistent with the methodology discussed earlier in the report, a peak hour link analysis was conducted for the roadway segments mentioned above that are deficient on a daily basis. Results of the analysis are shown in Table 3. Review of the table shows that the roadway segments will operate at LOS B or better in the evening peak hour. As a result, no mitigation is required for these segments. TRIP GENERATION Project Trip Generation Since the Raising Cane’s business is relatively new to the Orange County area, City staff requested that trip generation surveys be conducted at an actual operating Raising Cane’s restaurant in Orange County. In November, 2017, a trip generation memorandum was submitted to City staff that included a trip generation survey for a 2,882-square-foot Raising Cane’s site in Laguna Hills. Based on the trip generation survey, the observed trip generation during the evening peak hour at the Laguna Hills site was 176 trips (86 inbound and 90 outbound). The proposed Raising Cane’s restaurant would be 3,233 square feet – 12% larger than the surveyed site. When the trips for the existing site are factored to account for the difference in square footage, the trips forecasted to be generated by the proposed project would be 198 evening peak hour trips (97 inbound and 101 outbound). Based on conversation with City staff, a pass-by reduction rate of 25% was applied to the trip generation estimates. After applying the pass-by reduction rate, the proposed project would generate 150 new evening peak hour trips (73 inbound and 77 outbound). A summary of the trip generation estimates is provided on Table 4. A copy of the trip generation study is provided in Appendix C. TABLE 1 SUMMARY OF INTERSECTION OPERATION EXISTING CONDITIONS Int. #Intersection ICU LOS 1 Crescent Way at Lincoln Avenue S 0.604 B 2 Euclid Street at Lincoln Avenue S 0.665 B 3 Loara Street at Lincoln Avenue S 0.596 A 4 Euclid Street at Target Driveway S 0.449 A 5 Euclid Street at Broadway S 0.815 D 6 Euclid Street at Orange Avenue S 0.604 B Note PM Peak Hour Notes: - S = Signalized - ICU = Intersection Capacity Utilization - LOS = Level of Service - Bold and shaded values indicate intersections operating at LOS E or F per City standards. Traffic Control Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 12 -Kimley-Horn and Associates, Inc. April, 2018 North of Lincoln Avenue 6 Lanes Divided 56,300 49,722 0.883 D Lincoln Avenue to Target Driveway 6 Lanes Divided 56,300 43,860 0.779 C Target Driveway to Broadway 6 Lanes Divided 56,300 40,897 0.726 C Broadway to Orange Avenue 4 Lanes Divided 37,500 41,034 1.094 F West of Euclid Street 4 Lanes Divided 37,500 33,216 0.886 D East of Euclid Street 4 Lanes Divided 37,500 23,356 0.623 B West of Euclid Street 4 Lanes Divided 37,500 19,689 0.525 A East of Euclid Street 4 Lanes Divided 37,500 20,878 0.557 A Notes: LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity Broadway Euclid Street Lincoln Avenue TABLE 2 SUMMARY OF ROADWAY SEGMENT OPERATION EXISTING CONDITIONS LOS E Capacity LOSSegmentRoadwayExisting ADTLane Configuration V / C Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 13 -Kimley-Horn and Associates, Inc. April, 2018 Roadway Segment Direction # Lanes Capacity 1 Existing V/C LOS Northbound 3 2,657 1,605 0.604 A Southbound 3 2,657 1,844 0.694 B Northbound 2 2,238 1,439 0.643 B Southbound 2 2,642 1,467 0.555 A Eastbound 2 2,057 1,253 0.609 B Westbound 2 2,768 1,361 0.492 A Notes: 1 Capacity is determined using Equation 18-15 in the 2010 Highway Capacity Manual V/C = Volume to Capacity LOS = Level of Service TABLE 3 PEAK HOUR LINK ANALYSIS EXISTING CONDITIONS PM Peak Euclid Street North of Lincoln Avenue Euclid Street Broadway to Orange Avenue Lincoln Avenue West of Euclid Street Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 14 -Kimley-Horn and Associates, Inc. April, 2018 TABLE 4 SUMMARY OF PROJECT TRIP GENERATION RAISING CANE'S - EUCLID STREET Trip Generation Estimates 1,2 AM Peak Hour 3 PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Fast-Food Restaurant w/ Drive-Through 3.233 KSF 2,845 N/A N/A N/A 97 101 198 Pass-By Reduction for Fast-Food Restaurant (25%) 4 -667 N/A N/A N/A -24 -24 -48 Total Project Trips 2,178 N/A N/A N/A 73 77 150 1 Source: Trip Generation Survey (Raising Cane's Trip Generation Study, November, 2017) 2 A factor of 1.12 was applied to the Laguna Hills' Raising Cane's Restaurant trip generation survey data based on square footage difference. 3 Raising Cane's does not open during the morning peak hour. 4 A pass-by reduction of 25% was applied, based on discussion with City of Anaheim staff. Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 15 -Kimley-Horn and Associates, Inc. April, 2018 Anaheim Raising Cane’s – Euclid Street - 16 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Daily trip generation estimates were developed using the Institute of Transportation Engineers (ITE) Trip General Manual (10th Edition) daily trip rates with corresponding factors to reflect the difference between the PM peak hour survey counts and the ITE PM peak hour rates. Trip Distribution and Assignment Trip distribution assumptions for the project traffic were based on proximity to regional and local roadways, existing travel patterns, and consultation with City staff. The assumptions are shown on Figure 5. Trip distribution percentages at each study intersection were applied to the project trip generation to determine the project trips through each intersection. The resulting project trips to be added to the surrounding street system are shown on Figure 6. EXISTING PLUS PROJECT CONDITIONS This section addresses the impacts associated with adding project-related trips to Existing Conditions traffic volumes. The Existing Plus Project scenario is a hypothetical scenario which assumes that the Project would be fully implemented at the present time, with no other changes to area traffic volumes or to the street network serving the site. This analysis is required by the California Environmental Quality Act (CEQA), and assumes full development of the Project and full absorption of Project traffic on the circulation system at the present time. Peak Hour Intersection Operations Project-related trips were added to existing traffic volumes to develop forecasts for the Existing Plus Project Condition. The resulting peak hour and daily traffic volumes are shown on Figure 7 . The evening peak hour results are shown on Table 5. Review of this table indicates that all study intersections would continue to operate at an acceptable Level of Service (LOS D or better) in the evening peak hour with the addition of project traffic. Intersection analysis worksheets are provided in Appendix B. Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted for the study roadway segments and the results are summarized on Table 6. Review of this table indicates that the following study roadway segments would continue to operate at a deficient Level of Service (LOS D or worse) on a daily basis with the addition of project traffic: ·Euclid Street – North of Lincoln Avenue (LOS D) ·Euclid Street – Broadway to Orange Avenue (LOS F) ·Lincoln Avenue – West of Euclid Street (LOS D) TABLE 5 SUMMARY OF INTERSECTION OPERATION EXISTING PLUS PROJECT CONDITIONS PM Peak Hour Int. #Intersection ICU LOS ICU LOS 1 Crescent Way at Lincoln Avenue S 0.604 B 0.610 B 0.006 No 2 Euclid Street at Lincoln Avenue S 0.665 B 0.671 B 0.006 No 3 Loara Street at Lincoln Avenue S 0.596 A 0.601 B 0.005 No 4 Euclid Street at Target Driveway S 0.449 A 0.514 A 0.065 No 5 Euclid Street at Broadway S 0.815 D 0.828 D 0.013 No 6 Euclid Street at Orange Avenue S 0.604 B 0.609 B 0.005 No Traffic Control Notes: - S = Signalized - ICU = Intersection Capacity Utilization - LOS = Level of Service - Bold and shaded values indicate intersections operating at LOS E or F per City standards. Project Impact Impact Sig? Without Project With Project Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 20 -Kimley-Horn and Associates, Inc. April, 2018 Roadway Segment LOS E Capacity Existing ADT Project Trips Existing + Project V / C LOS Change in V/C Significant Impact? North of Lincoln Avenue 56,300 49,722 218 49,940 0.887 D 0.004 No 1 Lincoln Avenue to Target Driveway 56,300 43,860 1,307 45,167 0.802 C 0.023 No Target Driveway to Broadway 56,300 40,897 871 41,768 0.742 C 0.016 No Broadway to Orange Avenue 37,500 41,034 545 41,579 1.109 F 0.015 No 1 West of Euclid Street 37,500 33,216 545 33,761 0.900 D 0.014 No 1 East of Euclid Street 37,500 23,356 545 23,901 0.637 B 0.014 No West of Euclid Street 37,500 19,689 218 19,907 0.531 A 0.006 No East of Euclid Street 37,500 20,878 109 20,987 0.560 A 0.003 No Notes: 1 See Table 7 for peak hour link analysis LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity Broadway Euclid Street Lincoln Avenue TABLE 6 EXISTING PLUS PROJECT CONDITIONS SUMMARY OF ROADWAY SEGMENT OPERATION Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 21 -Kimley-Horn and Associates, Inc. April, 2018 Anaheim Raising Cane’s – Euclid Street - 22 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 A peak hour link analysis was conducted for these roadway segments that are deficient on a daily basis. Results of the analysis are shown in Table 7. Review of the table shows that the roadway segments would operate at LOS B or better in the evening peak hour with the addition of project traffic. As a result, no mitigation is required for these segments. OPENING YEAR 2019 (CUMULATIVE) CONDITIONS Project completion is estimated to occur in Year 2019. Opening Year 2019 forecasts have been developed to evaluate Cumulative Conditions for the anticipated project opening year using the following approach. Background Growth Future forecasts for the Opening Year 2019 condition were developed using the “build-up” process, starting with adding a background growth factor to existing traffic volumes at the study locations. An ambient growth rate of 1.0 percent per year was applied. Cumulative Projects In addition to ambient growth, Cumulative Project traffic volumes are added to existing traffic volumes. Cumulative project information was obtained from the City of Anaheim’s website. Cumulative projects consist of any project that has been approved and is not yet occupied, and projects that are in various stages of the application and approval process, but have not yet been approved. A summary of cumulative projects in the project vicinity and the trip generation associated with each is provided on Table 8. The locations of the cumulative projects are shown on Figure 8. Opening Year 2019 Conditions The ambient growth and the project-related traffic volumes from the cumulative projects were added to the existing peak hour volumes, to develop Opening Year 2019 traffic forecasts. The resulting traffic volumes are shown on Figure 9. Peak Hour Intersection Operations The results of the Opening Year 2019 intersection analysis are summarized on Table 9. Review of this table shows that, with the addition of ambient growth and cumulative project traffic, the study intersections would continue to operate at Level of Service D or better in the evening peak hour. Intersection analysis worksheets are provided in Appendix B. Roadway Segment Direction # Lanes Capacity 1 Existing Project EX WP V/C LOS Northbound 3 2,633 1,605 8 1,613 0.613 B Southbound 3 2,633 1,844 7 1,851 0.703 B Northbound 2 2,249 1,439 18 1,457 0.648 B Southbound 2 2,683 1,467 19 1,486 0.554 A Eastbound 2 2,095 1,253 18 1,271 0.607 B Westbound 2 2,741 1,361 19 1,380 0.503 A Notes: 1 Capacity is determined using Equation 18-15 in the 2010 Highway Capacity Manual V/C = Volume to Capacity LOS = Level of Service Euclid Street North of Lincoln Avenue Lincoln Avenue West of Euclid Street Euclid Street Broadway to Orange Avenue TABLE 7 PEAK HOUR LINK ANALYSIS EXISTING PLUS PROJECT CONDITIONS PM Peak Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 23 -Kimley-Horn and Associates, Inc. April, 2018 TABLE 8 SUMMARY OF CUMULATIVE PROJECTS Trip Generation Estimates AM Peak Hour PM Peak Hour Project #Land Use Quantity Units Daily In Out Total In Out Total 1 Tinh Homes (DEV2017-00032)8 DU 77 2 5 7 5 3 8 2 KB Homes (DEV2016-00042)39 DU 227 3 14 17 14 7 21 3 1600 W. Lincoln Ave Apartments (DEV2017-00128)405 DU 2,693 41 165 206 163 88 251 4 Linbrook Villas (DEV2017-00091)12 DU 70 1 4 5 4 2 6 5 Parkgate Center (DEV2015-00127)48 DU 279 4 18 22 17 8 25 6 1525 S. Euclid St (DEV2016-00027)18 DU 105 1 7 8 6 3 9 7 1609 W. Cerritos Ave (DEV2015-00057)11 DU 105 2 6 8 7 4 11 8 9812 W. Orange Ave (DEV2016-00131)8 DU 77 2 5 7 5 3 8 Anaheim Car Wash (DEV2016-00025)110 LF 953 30 22 52 50 51 101 -238 -8 -6 -14 -13 -13 -26 Total Project Trips 4,348 78 240 318 258 156 414 9 PROJECT TRIP GENERATION Pass-by Reduction (25%) DU = Dwelling Units, KSF = 1,000 square feet, LF = Linear Feet (for Tunnel) Source: City of Anaheim, http://gis.anaheim.net/andysmap/ Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 24 - Kimley-Horn and Associates, Inc. April, 2018 TABLE 9 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2019 CONDITIONS Int. #Intersection ICU LOS 1 Crescent Way at Lincoln Avenue S 0.614 B 2 Euclid Street at Lincoln Avenue S 0.688 B 3 Loara Street at Lincoln Avenue S 0.652 B 4 Euclid Street at Target Driveway S 0.464 A 5 Euclid Street at Broadway S 0.849 D 6 Euclid Street at Orange Avenue S 0.628 B PM Peak Hour Notes: - S = Signalized - ICU = Intersection Capacity Utilization - LOS = Level of Service - Bold and shaded values indicate intersections operating at LOS E or F per City standards. Traffic Control Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 27 -Kimley-Horn and Associates, Inc. April, 2018 Anaheim Raising Cane’s – Euclid Street - 28 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted for the study roadway segments for the Opening Year 2019 Conditions and the results of are summarized on Table 10. Review of this table indicates that the following study roadway segments would operate at a deficient Level of Service (LOS D or worse) on a daily basis under Opening Year 2019 Conditions: ·Euclid Street – North of Lincoln Avenue (LOS D) ·Euclid Street – Lincoln Avenue to Target Driveway (LOS D) ·Euclid Street – Broadway to Orange Avenue (LOS F) ·Lincoln Avenue – West of Euclid Street (LOS D) A peak hour link analysis was conducted for the roadway segments mentioned above that are deficient on a daily basis. Results of the analysis are shown in Table 11. Review of the table shows that the roadway segments would operate at LOS B or better in the evening peak hour with the addition of ambient growth and Cumulative Project traffic. As a result, no mitigation is required for these segments. Opening Year 2019 (Cumulative) Plus Project Conditions Project-related traffic volumes for the proposed project were added to the Opening Year 2019 traffic volumes to develop Opening Year 2019 Plus Project traffic forecast volumes. The resulting traffic volumes are shown on Figure 10 . Peak Hour Intersection Operations Intersection Level of Service analysis was conducted for the evening peak hour and the results are shown on Table 12. Review of this table indicates that all study intersections would continue to operate at an acceptable Level of Service (LOS D or better) in the evening peak hour with the addition of project traffic. Intersection analysis worksheets are provided in Appendix B. Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted for the study roadway segments and the results of are summarized on Table 13. Review of this table indicates that the following study roadway segments would continue to operate at a deficient Level of Service (LOS D or worse) on a daily basis with the addition of project traffic: ·Euclid Street – North of Lincoln Avenue (LOS E) ·Euclid Street – Lincoln Avenue to Target Driveway (LOS D) ·Euclid Street – Broadway to Orange Avenue (LOS F) ·Lincoln Avenue – West of Euclid Street (LOS E) Roadway Segment LOS D Capacity Existing ADT Existing + Growth Cumulative Project Opening Year 2019 ADT V / C LOS North of Lincoln Avenue 56,300 49,722 50,219 1,105 51,324 0.912 E Lincoln Avenue to Target Driveway 56,300 43,860 44,299 1,240 45,539 0.809 D Target Driveway to Broadway 56,300 40,897 41,306 1,246 42,552 0.756 C Broadway to Orange Avenue 37,500 41,034 41,444 1,432 42,876 1.143 F West of Euclid Street 37,500 33,216 33,548 232 33,780 0.901 D East of Euclid Street 37,500 23,356 23,590 1,767 25,357 0.676 B West of Euclid Street 37,500 19,689 19,886 58 19,944 0.532 A East of Euclid Street 37,500 20,878 21,087 500 21,587 0.576 A Notes: LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 10 SUMMARY OF ROADWAY SEGMENT OPERATION OPENING YEAR 2019 CONDITIONS Euclid Street Lincoln Avenue Broadway Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 29 -Kimley-Horn and Associates, Inc. April, 2018 Roadway Segment Direction # Lanes Capacity 1 OY 2019 V/C LOS Northbound 3 2,817 1,653 0.587 A Southbound 3 2,817 1,940 0.689 B Northbound 3 2,817 1,570 0.557 A Southbound 3 4,054 1,727 0.426 A Northbound 2 2,283 1,539 0.674 B Southbound 2 2,662 1,532 0.576 A Eastbound 2 2,044 1,278 0.625 B Westbound 2 2,723 1,388 0.510 A Notes: 1 Capacity is determined using Equation 18-15 in the 2010 Highway Capacity Manual V/C = Volume to Capacity LOS = Level of Service TABLE 11 PEAK HOUR LINK ANALYSIS OPENING YEAR 2019 CONDITIONS PM Peak Euclid Street North of Lincoln Avenue Euclid Street Lincoln Avenue to Target Driveway Euclid Street Broadway to Orange Avenue Lincoln Avenue West of Euclid Street Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 30 -Kimley-Horn and Associates, Inc. April, 2018 TABLE 12 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2019 PLUS PROJECT CONDITIONS PM Peak Hour Int. #Intersection ICU LOS ICU LOS 1 Crescent Way at Lincoln Avenue S 0.614 B 0.620 B 0.006 No 2 Euclid Street at Lincoln Avenue S 0.688 B 0.694 B 0.006 No 3 Loara Street at Lincoln Avenue S 0.652 B 0.658 B 0.006 No 4 Euclid Street at Target Driveway S 0.464 A 0.529 A 0.065 No 5 Euclid Street at Broadway S 0.849 D 0.862 D 0.013 No 6 Euclid Street at Orange Avenue S 0.628 B 0.633 B 0.005 No Notes: - S = Signalized - ICU = Intersection Capacity Utilization - LOS = Level of Service - Bold and shaded values indicate intersections operating at LOS E or F per City standards. Traffic Control Project Impact Impact Sig? Without Project With Project Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 32 -Kimley-Horn and Associates, Inc. April, 2018 Roadway Segment LOS D Capacity Opening Year 2019 ADT Project Traffic Opening Year + Project ADT V / C LOS Change in V/C Significant Impact? North of Lincoln Avenue 56,300 51,324 218 51,542 0.915 E 0.003 No 1 Lincoln Avenue to Target Driveway 56,300 45,539 1,307 46,846 0.832 D 0.023 No 1 Target Driveway to Broadway 56,300 42,552 871 43,423 0.771 C 0.015 No Broadway to Orange Avenue 37,500 42,876 545 43,421 1.158 F 0.015 No 1 West of Euclid Street 37,500 33,780 545 34,325 0.915 E 0.014 No 1 East of Euclid Street 37,500 25,357 545 25,902 0.691 B 0.015 No West of Euclid Street 37,500 19,944 218 20,162 0.538 A 0.006 No East of Euclid Street 37,500 21,587 109 21,696 0.579 A 0.003 No Notes: 1 See Table 14 for peak hour link analysis LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity Broadway Euclid Street Lincoln Avenue TABLE 13 OPENING YEAR 2019 PLUS PROJECT CONDITIONS SUMMARY OF ROADWAY SEGMENT OPERATION Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 33 -Kimley-Horn and Associates, Inc. April, 2018 Anaheim Raising Cane’s – Euclid Street - 34 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 A peak hour link analysis was conducted for the roadway segments mentioned above that are deficient on a daily basis. Results of the analysis are shown in Table 14. Review of the table shows that the roadway segments would operate at LOS B or better in the evening peak hour with the addition of project traffic to Opening Year 2019 conditions. As a result, no mitigation is required for these segments. MITIGATION Based on the intersection analysis, all study intersections would operate at acceptable Levels of Service and no significant impacts would occur with the addition of project traffic. Therefore, no mitigation is required for the study intersections. Based on the roadway analysis, all study roadway segments would operate at an acceptable Level of Service on a daily or peak hour basis. Therefore, no roadway-related mitigation measures are required for the proposed project. SITE ACCESS AND CIRCULATION Access to the Raising Cane’s project will be provided from within the Target Center parking area; there will be no new curb cuts on Euclid Street or Lincoln Avenue.Primary access to the proposed project will be provided via the signalized main entrance driveway for the Target Shopping Center on Euclid Street just south of the project site. The construction of the project would reconfigure the main entrance slightly by moving the first cross aisle into the Target parking area approximately 25 feet to the west. The project would displace approximately 68 of the existing Target parking spaces. The parking requirement for Raising Cane’s, per the City of Anaheim Municipal Code Section 18.42.040, would be 10 spaces per thousand square feet, for a total requirement of 32 spaces. The parking supply for the Raising Cane’s would consist of 37 parking spaces, including 2 accessible stalls and 3 clean air/van pool/EV stalls. Roadway Segment Direction # Lanes Capacity 1 OY 2019 Project OY WP V/C LOS Northbound 3 2,793 1,653 8 1,661 0.595 A Southbound 3 2,793 1,940 7 1,947 0.697 B Northbound 3 2,875 1,570 46 1,616 0.562 A Southbound 3 3,664 1,727 43 1,770 0.483 A Northbound 2 2,292 1,539 18 1,557 0.679 B Southbound 2 2,701 1,532 19 1,551 0.574 A Eastbound 2 2,026 1,278 18 1,296 0.640 B Westbound 2 2,758 1,388 19 1,407 0.510 A Notes: 1 Capacity is determined using Equation 18-15 in the 2010 Highway Capacity Manual V/C = Volume to Capacity LOS = Level of Service TABLE 14 PEAK HOUR LINK ANALYSIS OPENING YEAR 2019 PLUS PROJECT CONDITIONS PM Peak Euclid Street Broadway to Orange Avenue Euclid Street North of Lincoln Avenue Euclid Street Lincoln Avenue to Target Driveway Lincoln Avenue West of Euclid Street Anaheim Raising Cane's - Euclid Street Traffic Impact Study - 35 -Kimley-Horn and Associates, Inc. April, 2018 Anaheim Raising Cane’s – Euclid Street - 36 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 SUMMARY OF FINDINGS AND CONCLUSIONS ·The applicant proposes the development of a 3,233-square-foot Raising Cane’s drive-through restaurant within the existing Target Shopping Center. ·The project impact was evaluated at 6 study intersections and 8 roadway segments and for the following study scenarios: o Existing, o Existing Plus Project, o Opening Year 2019 (Cumulative), and o Opening Year 2019 Plus Project ·Under Existing Conditions, all of the study intersections are currently operating at Level of Service D or better, and the following study roadway segments are currently operating at a deficient Level of Service on a daily basis: o Euclid Street – North of Lincoln Avenue o Euclid Street – Broadway to Orange Avenue o Lincoln Avenue – West of Euclid Street ·A peak hour link analysis was conducted for the roadway segments that are deficient on a daily basis under Existing Conditions. The roadway segments would operate at an acceptable Level of Service in the evening peak hour. ·Trip generation estimates were based on trip generation surveys conducted at an existing Raising Cane’s location in Laguna Hills. An adjustment factor of 1.12 was applied to the trip generation survey data to account for the difference in square footage between the existing Laguna Hills location and the proposed project. ·Daily trip generation estimates were developed using the ITE daily trip rates with adjustments to reflect the differences between the PM peak hour survey counts and the ITE PM peak hour rates. ·The proposed project is estimated to generate approximately 2,178 net new daily trips, with 150 net new trips in the evening peak hour (73 inbound and 77 outbound trips). ·Under Existing Plus Project Conditions, all study intersections would continue to operate at Level of Service D or better, and the following study roadway segments would continue operating at a deficient Level of Service on a daily basis: o Euclid Street – North of Lincoln Avenue o Euclid Street – Broadway to Orange Avenue o Lincoln Avenue – West of Euclid Street Anaheim Raising Cane’s – Euclid Street - 37 - Kimley-Horn and Associates, Inc. Traffic Impact Study April, 2018 ·A peak hour link analysis was conducted for the roadway segments that are deficient on a daily basis under Existing Plus Project Conditions. The roadway segments would operate at an acceptable Level of Service in the evening peak hour. ·Ambient traffic growth at a rate of 1.0 percent per year and traffic from Cumulative Projects were added to Existing Conditions to establish Opening Year 2019 Conditions. ·Under Opening Year 2019 Conditions, all study intersections would continue to operate at Level of Service D or better, and the following study roadway segments would continue operating at a deficient Level of Service on a daily basis: o Euclid Street – North of Lincoln Avenue o Euclid Street – Lincoln Avenue to Target Driveway o Euclid Street – Broadway to Orange Avenue o Lincoln Avenue – West of Euclid Street ·A peak hour link analysis was conducted for the roadway segments that are deficient on a daily basis under Opening Year 2019 Conditions. The roadway segments would operate at an acceptable Level of Service in the evening peak hour. ·Under Opening Year 2019 Plus Project Conditions, all study intersections would continue to operate at Level of Service D or better, and the following study roadway segments would operate at a deficient Level of Service on a daily basis: o Euclid Street – North of Lincoln Avenue o Euclid Street – Lincoln Avenue to Target Driveway o Euclid Street – Broadway to Orange Avenue o Lincoln Avenue – West of Euclid Street ·A peak hour link analysis was conducted for the roadway segments that are deficient on a daily basis under Opening Year 2019 Plus Project Conditions. The roadway segments would operate at an acceptable Level of Service in the evening peak hour. ·Based on the intersection and roadway analysis, no traffic-related mitigation measures are required for the project. ·Access to the Raising Cane’s project will be provided from within the Target Center parking area; there will be no new curb cuts on Euclid Street or Lincoln Avenue. ·The construction of the project would displace approximately 68 existing Target parking spaces. The parking requirement for the project would be 32 parking spaces. The parking supply for the Raising Cane’s would consist of 37 parking spaces, including 2 accessible stalls and 3 clean air/van pool/EV stalls. APPENDIX A EXISTING TRAFFIC DATA COLLECTION SHEETS Prepared by National Data & Surveying Services ID:18-01016-001 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 48 0 261 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 142 0 0 2 1107 0 0 0 0 8 0 1 0 0 0 0 0 49 1 TEV 0 0 2612 0 126 0 0 0 0 871 2 PHF 0.92 0 0 0 0 0 0 0 0 AM NOON PM PM NOON AM PM 0 0 0 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM L i n c o l n A v e NONE NONE 0 0 1163 Crescent Way 0 0 Crescent Way SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1258 0 P E A K H O U R S Total Vehicles (AM) NONE 04:30 PM - 05:30 PM 0 191 0 Signalized L i n c o l n A v e E A S T B O U N D Peak Hour Turning Movement Count 0 Total Vehicles (PM)Total Vehicles (PM) Crescent Way & Lincoln Ave Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Crescent Way & Lincoln Ave City:Anaheim Project ID:18-01016-001 Control:Signalized Date: NS/EW Streets: 0 0 0 0 0 1 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 49 0 12 0 11 182 0 1 0 254 32 23 564 4:15 PM 0 0 0 0 62 0 5 0 12 195 0 2 0 234 39 25 574 4:30 PM 0 0 0 0 78 0 16 0 8 207 0 2 0 295 29 37 672 4:45 PM 0 0 0 0 50 0 16 0 17 215 0 1 0 262 36 27 624 5:00 PM 0 0 0 0 70 0 8 0 12 235 0 4 0 301 41 41 712 5:15 PM 0 0 0 0 63 0 8 0 12 214 0 1 0 249 36 21 604 5:30 PM 0 0 0 0 35 0 12 0 10 216 0 2 0 314 22 48 659 5:45 PM 0 0 0 0 47 0 4 0 7 202 0 2 0 271 43 29 605 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 0 0 0 454 0 81 0 89 1666 0 15 0 2180 278 251 5014 APPROACH %'s :84.86%0.00%15.14%0.00%5.03%94.12%0.00%0.85%0.00%80.47%10.26%9.27% PEAK HR :04:30 PM 291 289 296 05:00 PM TOTAL PEAK HR VOL :0 0 0 0 261 0 48 0 49 871 0 8 0 1107 142 126 2612 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.837 0.000 0.750 0.000 0.721 0.927 0.000 0.500 0.000 0.919 0.866 0.768 EASTBOUND 2018-01-25 Lincoln AveLincoln AveCrescent Way Crescent Way PM NORTHBOUND Total 0.9170.924 WESTBOUND 0.8980.822 04:30 PM - 05:30 PM SOUTHBOUND Prepared by National Data & Surveying Services ID:18-01016-002 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 484 1372 98 5 PM AM NOON PM PM NOON AM 1 3 2 0 0 124 0 0 3 643 0 0 0 0 33 0 2 174 0 0 0 0 364 2 TEV 0 0 5670 0 8 0 0 0 0 638 3 PHF 0.97 0 0 194 0 0 2 3 0 AM NOON PM PM NOON AM PM 5 210 1164 154 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 1745 Total Vehicles (PM)Total Vehicles (PM) Euclid St & Lincoln Ave Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) P E A K H O U R S Total Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 1657 0 Signalized L i n c o l n A v e E A S T B O U N D Euclid St 0 0 Euclid St SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 898 0 L i n c o l n A v e NONE NONE 0 0 1370 NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Euclid St & Lincoln Ave City:Anaheim Project ID:18-01016-002 Control:Signalized Date: NS/EW Streets: 2 3 0 0 2 3 1 0 2 3 0 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 43 259 38 1 25 318 111 1 79 143 36 1 44 142 25 1 1267 4:15 PM 35 286 28 1 30 329 111 1 80 156 46 9 36 144 36 1 1329 4:30 PM 32 309 24 1 36 361 109 5 97 156 45 8 33 164 34 1 1415 4:45 PM 40 293 45 1 29 332 122 3 84 144 31 1 40 141 26 1 1333 5:00 PM 58 256 32 2 28 287 120 3 94 195 57 10 42 161 39 2 1386 5:15 PM 43 290 49 2 21 363 118 1 106 181 45 6 44 152 34 3 1458 5:30 PM 52 323 40 1 23 358 115 1 88 136 44 7 47 163 26 2 1426 5:45 PM 57 295 33 0 26 364 131 0 76 126 48 10 41 167 25 1 1400 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :360 2311 289 9 218 2712 937 15 704 1237 352 52 327 1234 245 12 11014 APPROACH %'s :12.13%77.84%9.73%0.30%5.62%69.86%24.14%0.39%30.02%52.75%15.01%2.22%17.99%67.88%13.48%0.66% PEAK HR :05:00 PM 293 289 296 05:15 PM TOTAL PEAK HR VOL :210 1164 154 5 98 1372 484 5 364 638 194 33 174 643 124 8 5670 PEAK HR FACTOR :0.905 0.901 0.786 0.625 0.875 0.942 0.924 0.417 0.858 0.818 0.851 0.825 0.926 0.963 0.795 0.667 Total 0.9720.863 WESTBOUND 0.972 PM NORTHBOUND 0.921 0.940 05:00 PM - 06:00 PM SOUTHBOUND EASTBOUND 2018-01-25 Lincoln AveLincoln AveEuclid St Euclid St Prepared by National Data & Surveying Services ID:18-01016-003 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 4 1 1 0 PM AM NOON PM PM NOON AM 0 1 0 0 0 0 0 0 2 786 0 0 0 0 11 0 1 216 0 0 0 0 2 1 TEV 0 0 2343 0 2 0 0 0 0 810 2 PHF 0.97 0 0 112 1 0 1 0.5 0.5 AM NOON PM PM NOON AM PM 0 99 5 294 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM L i n c o l n A v e NONE NONE 0 0 900 Loara St 0 0 Loara St SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1107 0 P E A K H O U R S Total Vehicles (AM) NONE 04:30 PM - 05:30 PM 0 7 0 Signalized L i n c o l n A v e E A S T B O U N D Peak Hour Turning Movement Count 329 Total Vehicles (PM)Total Vehicles (PM) Loara St & Lincoln Ave Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Loara St & Lincoln Ave City:Anaheim Project ID:18-01016-003 Control:Signalized Date: NS/EW Streets: 1 0.5 0.5 0 0 1 0 0 1 2 1 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 16 0 69 0 1 0 1 0 0 188 23 1 53 188 1 2 543 4:15 PM 21 0 75 0 3 1 1 0 0 171 27 4 45 195 0 1 544 4:30 PM 25 0 91 0 0 0 0 0 0 195 26 1 61 205 0 1 605 4:45 PM 18 2 78 0 1 0 1 0 0 189 33 2 54 198 0 1 577 5:00 PM 27 0 66 0 0 0 1 0 1 224 24 4 48 193 0 0 588 5:15 PM 29 3 59 0 0 1 2 0 1 202 29 4 53 190 0 0 573 5:30 PM 24 0 68 0 1 0 1 0 1 200 20 1 50 211 0 0 577 5:45 PM 17 0 64 0 1 0 3 0 3 169 24 2 57 218 0 2 560 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :177 5 570 0 7 2 10 0 6 1538 206 19 421 1598 1 7 4567 APPROACH %'s :23.54%0.66%75.80%0.00%36.84%10.53%52.63%0.00%0.34%86.94%11.64%1.07%20.77%78.84%0.05%0.35% PEAK HR :04:30 PM 291 289 296 04:30 PM TOTAL PEAK HR VOL :99 5 294 0 1 1 4 0 2 810 112 11 216 786 0 2 2343 PEAK HR FACTOR :0.853 0.417 0.808 0.000 0.250 0.250 0.500 0.000 0.500 0.904 0.848 0.688 0.885 0.959 0.000 0.500 EASTBOUND 2018-01-25 Lincoln AveLincoln AveLoara St Loara St PM NORTHBOUND Total 0.9680.924 WESTBOUND 0.9400.858 0.500 04:30 PM - 05:30 PM SOUTHBOUND Prepared by National Data & Surveying Services ID:18-01016-004 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 32 1594 0 0 PM AM NOON PM PM NOON AM 0 3 0 0 0 8 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 67 1 TEV 0 0 3234 0 0 0 0 0 0 1 0 PHF 0.98 0 0 35 1 0 1 3 0 AM NOON PM PM NOON AM PM 1 61 1432 3 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM T a r g e t D w y NONE NONE 0 0 93 Euclid St 0 0 Euclid St SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 4 0 P E A K H O U R S Total Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 1507 0 Signalized T a r g e t D w y E A S T B O U N D Peak Hour Turning Movement Count 1630 Total Vehicles (PM)Total Vehicles (PM) Euclid St & Target Dwy Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Euclid St & Target Dwy City:Anaheim Project ID:18-01016-004 Control:Signalized Date: NS/EW Streets: 1 3 0 0 0 3 0 0 1 0 1 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 7 346 0 0 0 375 12 0 12 0 14 0 0 0 1 0 767 4:15 PM 14 322 0 0 0 387 8 0 17 1 16 0 0 0 1 0 766 4:30 PM 16 356 0 0 0 370 9 0 13 0 11 0 0 0 1 0 776 4:45 PM 15 327 0 0 0 378 4 0 13 0 8 0 0 0 6 0 751 5:00 PM 17 363 1 0 0 407 8 0 19 1 7 0 0 0 2 0 825 5:15 PM 11 337 0 1 0 382 4 0 14 0 13 0 0 0 3 0 765 5:30 PM 18 371 1 0 0 390 13 0 26 0 6 0 0 0 2 0 827 5:45 PM 15 361 1 0 0 415 7 0 8 0 9 0 0 0 1 0 817 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :113 2783 3 1 0 3104 65 0 122 2 84 0 0 0 17 0 6294 APPROACH %'s :3.90%95.97%0.10%0.03%0.00%97.95%2.05%0.00%58.65%0.96%40.38%0.00%0.00%0.00%100.00%0.00% PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL PEAK HR VOL :61 1432 3 1 0 1594 32 0 67 1 35 0 0 0 8 0 3234 PEAK HR FACTOR :0.847 0.965 0.750 0.250 0.000 0.960 0.615 0.000 0.644 0.250 0.673 0.000 0.000 0.000 0.667 0.000 EASTBOUND 2018-01-25 Target DwyTarget DwyEuclid St Euclid St PM NORTHBOUND Total 0.9780.805 WESTBOUND 0.6670.960 0.963 05:00 PM - 06:00 PM SOUTHBOUND Prepared by National Data & Surveying Services ID:18-01016-005 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 322 1162 109 6 PM AM NOON PM PM NOON AM 1 2 1 0 0 91 0 0 2 700 0 0 0 0 0 0 1 229 0 0 0 0 195 1 TEV 0 0 4879 0 1 0 0 0 0 466 2 PHF 0.97 0 0 62 0 0 1 2 1 AM NOON PM PM NOON AM PM 3 123 1190 220 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM B r o a d w a y NONE NONE 0 0 1145 Euclid St 0 0 Euclid St SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 796 0 P E A K H O U R S Total Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 1482 0 Signalized B r o a d w a y E A S T B O U N D Peak Hour Turning Movement Count 1456 Total Vehicles (PM)Total Vehicles (PM) Euclid St & Broadway Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Euclid St & Broadway City:Anaheim Project ID:18-01016-005 Control:Signalized Date: NS/EW Streets: 1 2 1 0 1 2 1 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 26 290 59 0 26 278 85 0 35 93 12 0 63 130 17 0 1114 4:15 PM 32 276 64 0 25 293 75 1 29 124 11 0 47 158 25 0 1160 4:30 PM 30 292 63 2 21 305 64 2 37 119 19 0 50 155 26 0 1185 4:45 PM 26 295 67 1 27 294 73 1 24 122 14 0 47 164 28 0 1183 5:00 PM 31 316 55 0 17 301 88 1 36 106 15 0 52 145 25 0 1188 5:15 PM 30 266 62 2 30 269 62 1 64 126 15 0 59 196 21 0 1203 5:30 PM 24 307 53 1 25 305 95 0 53 117 18 0 62 173 26 1 1260 5:45 PM 38 301 50 0 37 287 77 4 42 117 14 0 56 186 19 0 1228 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :237 2343 473 6 208 2332 619 10 320 924 118 0 436 1307 187 1 9521 APPROACH %'s :7.75%76.59%15.46%0.20%6.56%73.59%19.53%0.32%23.49%67.84%8.66%0.00%22.58%67.69%9.68%0.05% PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL PEAK HR VOL :123 1190 220 3 109 1162 322 6 195 466 62 0 229 700 91 1 4879 PEAK HR FACTOR :0.809 0.941 0.887 0.375 0.736 0.952 0.847 0.375 0.762 0.925 0.861 0.000 0.923 0.893 0.875 0.250 EASTBOUND 2018-01-25 BroadwayBroadwayEuclid St Euclid St PM NORTHBOUND Total 0.9680.882 WESTBOUND 0.9250.955 0.941 05:00 PM - 06:00 PM SOUTHBOUND Prepared by National Data & Surveying Services ID:18-01016-006 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 84 1359 0 3 PM AM NOON PM PM NOON AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 0 TEV 0 0 3201 0 0 0 0 0 0 0 1 PHF 0.98 0 0 106 0 0 1 2 0 AM NOON PM PM NOON AM PM 1 87 1429 0 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 1466 Total Vehicles (PM)Total Vehicles (PM) Euclid St & Orange Ave Thursday 01/25/2018 CONTROL W E S T B O U N D NONE Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 0 C O U N T P E R I O D S Total Vehicles (AM) P E A K H O U R S Total Vehicles (AM) NONE 04:00 PM - 05:00 PM 0 1564 0 Signalized O r a n g e A v e E A S T B O U N D Euclid St 0 0 Euclid St SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 0 0 O r a n g e A v e NONE NONE 0 0 171 NOONAM PM 0 0 0 0 00000 0 0 0 0 0 00 00 000000 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` N O O N P M A M N O O N A M P M N O O N A M P MNOON P M A M National Data & Surveying Services Intersection Turning Movement Count Location:Euclid St & Orange Ave City:Anaheim Project ID:18-01016-006 Control:Signalized Date: NS/EW Streets: 1 2 0 0 0 2 0 0 0 1 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 17 376 0 1 0 333 26 1 32 0 32 0 0 0 0 0 818 4:15 PM 30 329 0 0 0 339 16 1 34 0 25 0 0 0 0 0 774 4:30 PM 19 355 0 0 0 368 20 1 30 0 27 0 0 0 0 0 820 4:45 PM 21 369 0 0 0 319 22 0 36 0 22 0 0 0 0 0 789 5:00 PM 11 361 0 0 0 334 33 1 32 0 18 0 0 0 0 0 790 5:15 PM 19 334 1 0 0 330 21 3 29 0 13 0 0 0 0 0 750 5:30 PM 16 350 0 0 0 357 29 0 35 1 21 0 0 0 0 0 809 5:45 PM 18 366 0 1 0 332 18 1 31 0 29 0 0 0 0 0 796 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :151 2840 1 2 0 2712 185 8 259 1 187 0 0 0 0 0 6346 APPROACH %'s :5.04%94.86%0.03%0.07%0.00%93.36%6.37%0.28%57.94%0.22%41.83%0.00% PEAK HR :04:00 PM 289 289 296 04:30 PM TOTAL PEAK HR VOL :87 1429 0 1 0 1359 84 3 132 0 106 0 0 0 0 0 3201 PEAK HR FACTOR :0.725 0.950 0.000 0.250 0.000 0.923 0.808 0.750 0.917 0.000 0.828 0.000 0.000 0.000 0.000 0.000 Total 0.9760.930 WESTBOUNDPM NORTHBOUND 0.963 0.929 04:00 PM - 05:00 PM SOUTHBOUND EASTBOUND 2018-01-25 Orange AveOrange AveEuclid St Euclid St Day:City:Anaheim Date:Project #:CA18_1017_001 NB SB EB WB 23,887 25,835 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 74 89 163 331 364 695 00:15 77 78 155 330 367 697 00:30 51 65 116 323 404 727 00:45 50 252 60 292 110 544 353 1337 352 1487 705 2824 01:00 51 63 114 353 418 771 01:15 36 48 84 327 367 694 01:30 48 50 98 381 424 805 01:45 55 190 36 197 91 387 380 1441 404 1613 784 3054 02:00 43 42 85 378 395 773 02:15 52 46 98 404 380 784 02:30 34 33 67 383 404 787 02:45 32 161 26 147 58 308 366 1531 417 1596 783 3127 03:00 30 28 58 376 414 790 03:15 35 28 63 371 407 778 03:30 39 40 79 381 415 796 03:45 52 156 51 147 103 303 370 1498 426 1662 796 3160 04:00 57 22 79 339 468 807 04:15 57 38 95 412 422 834 04:30 108 55 163 415 473 888 04:45 120 342 67 182 187 524 369 1535 432 1795 801 3330 05:00 146 88 234 409 469 878 05:15 151 114 265 410 441 851 05:30 185 122 307 408 470 878 05:45 172 654 157 481 329 1135 374 1601 464 1844 838 3445 06:00 157 140 297 400 458 858 06:15 184 148 332 428 404 832 06:30 286 257 543 345 437 782 06:45 280 907 252 797 532 1704 379 1552 412 1711 791 3263 07:00 284 351 635 381 365 746 07:15 335 368 703 343 426 769 07:30 408 379 787 304 384 688 07:45 393 1420 381 1479 774 2899 294 1322 381 1556 675 2878 08:00 382 364 746 236 306 542 08:15 370 275 645 264 308 572 08:30 338 355 693 237 331 568 08:45 309 1399 332 1326 641 2725 230 967 317 1262 547 2229 09:00 299 331 630 230 281 511 09:15 316 294 610 212 284 496 09:30 295 296 591 211 271 482 09:45 317 1227 323 1244 640 2471 217 870 267 1103 484 1973 10:00 300 303 603 167 234 401 10:15 316 315 631 153 223 376 10:30 297 330 627 150 168 318 10:45 332 1245 304 1252 636 2497 108 578 172 797 280 1375 11:00 341 336 677 121 156 277 11:15 303 367 670 102 124 226 11:30 309 326 635 104 103 207 11:45 337 1290 348 1377 685 2667 85 412 105 488 190 900 TOTALS 9243 8921 18164 14644 16914 31558 SPLIT %50.9%49.1%36.5%46.4%53.6%63.5% NB SB EB WB 23,887 25,835 0 0 AM Peak Hour 07:30 07:15 07:15 17:30 17:00 17:00 AM Pk Volume 1553 1492 3010 1610 1844 3445 Pk Hr Factor 0.952 0.979 0.956 0.940 0.981 0.981 7 - 9 Volume 2819 2805 0 0 5624 3136 3639 0 0 6775 7 - 9 Peak Hour 07:30 07:15 07:15 16:15 17:00 17:00 7 - 9 Pk Volume 1553 1492 0 0 3010 1605 1844 0 0 3445 Pk Hr Factor 0.952 0.979 0.000 0.000 0.956 0.967 0.981 0.000 0.000 0.981 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Euclid St N/O Lincoln Ave 21:30 21:45 22:00 Total 49,722 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 49,722 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Project #:CA18_1017_001 City:Anaheim Location:Date:1/25/2018Euclid St N/O Lincoln Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 2000 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_002 NB SB EB WB 21,921 21,939 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 56 80 136 312 287 599 00:15 76 61 137 286 343 629 00:30 36 54 90 281 315 596 00:45 39 207 53 248 92 455 332 1211 326 1271 658 2482 01:00 42 59 101 299 368 667 01:15 33 50 83 313 311 624 01:30 40 41 81 354 360 714 01:45 44 159 29 179 73 338 354 1320 336 1375 690 2695 02:00 40 31 71 355 313 668 02:15 42 44 86 380 347 727 02:30 33 35 68 361 362 723 02:45 25 140 20 130 45 270 337 1433 358 1380 695 2813 03:00 22 24 46 325 398 723 03:15 34 26 60 374 348 722 03:30 38 30 68 356 401 757 03:45 42 136 43 123 85 259 333 1388 400 1547 733 2935 04:00 55 24 79 331 379 710 04:15 61 31 92 356 405 761 04:30 110 41 151 344 404 748 04:45 125 351 51 147 176 498 325 1356 383 1571 708 2927 05:00 137 72 209 372 382 754 05:15 149 72 221 358 416 774 05:30 177 84 261 382 423 805 05:45 169 632 83 311 252 943 372 1484 441 1662 813 3146 06:00 175 110 285 369 352 721 06:15 202 137 339 405 388 793 06:30 268 199 467 337 365 702 06:45 267 912 219 665 486 1577 365 1476 372 1477 737 2953 07:00 289 260 549 354 345 699 07:15 304 290 594 314 363 677 07:30 387 272 659 285 329 614 07:45 336 1316 267 1089 603 2405 264 1217 327 1364 591 2581 08:00 344 317 661 228 223 451 08:15 349 238 587 226 275 501 08:30 302 283 585 206 259 465 08:45 274 1269 284 1122 558 2391 204 864 277 1034 481 1898 09:00 280 248 528 204 237 441 09:15 247 240 487 167 238 405 09:30 298 242 540 205 231 436 09:45 286 1111 275 1005 561 2116 164 740 203 909 367 1649 10:00 285 257 542 153 197 350 10:15 283 271 554 133 158 291 10:30 268 260 528 129 147 276 10:45 302 1138 278 1066 580 2204 97 512 144 646 241 1158 11:00 318 257 575 111 130 241 11:15 273 328 601 97 119 216 11:30 261 294 555 95 93 188 11:45 327 1179 304 1183 631 2362 67 370 93 435 160 805 TOTALS 8550 7268 15818 13371 14671 28042 SPLIT %54.1%45.9%36.1%47.7%52.3%63.9% NB SB EB WB 21,921 21,939 0 0 AM Peak Hour 07:30 11:45 07:15 17:30 17:00 17:00 AM Pk Volume 1416 1249 2517 1528 1662 3146 Pk Hr Factor 0.915 0.910 0.952 0.943 0.942 0.967 7 - 9 Volume 2585 2211 0 0 4796 2840 3233 0 0 6073 7 - 9 Peak Hour 07:30 07:15 07:15 17:00 17:00 17:00 7 - 9 Pk Volume 1416 1146 0 0 2517 1484 1662 0 0 3146 Pk Hr Factor 0.915 0.904 0.000 0.000 0.952 0.971 0.942 0.000 0.000 0.967 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 43,860 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Euclid St Bet. Lincoln Ave & Target Dwy 21:30 21:45 22:00 Total 43,860 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Project #:CA18_1017_002 City:Anaheim Location:Date:1/25/2018Euclid St Bet. Lincoln Ave & Target Dwy Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 1800 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_003 NB SB EB WB 21,159 19,738 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 54 85 139 296 272 568 00:15 71 59 130 252 278 530 00:30 36 52 88 248 289 537 00:45 38 199 48 244 86 443 308 1104 266 1105 574 2209 01:00 38 54 92 278 281 559 01:15 33 45 78 275 307 582 01:30 42 39 81 323 316 639 01:45 39 152 30 168 69 320 339 1215 311 1215 650 2430 02:00 38 28 66 345 284 629 02:15 40 39 79 340 296 636 02:30 29 33 62 365 313 678 02:45 21 128 19 119 40 247 325 1375 327 1220 652 2595 03:00 22 28 50 339 330 669 03:15 34 20 54 354 338 692 03:30 36 29 65 350 347 697 03:45 45 137 19 96 64 233 327 1370 357 1372 684 2742 04:00 37 34 71 324 360 684 04:15 55 37 92 342 379 721 04:30 105 38 143 334 351 685 04:45 123 320 48 157 171 477 351 1351 348 1438 699 2789 05:00 129 66 195 349 376 725 05:15 141 71 212 351 362 713 05:30 169 80 249 350 356 706 05:45 164 603 81 298 245 901 373 1423 384 1478 757 2901 06:00 166 101 267 363 329 692 06:15 188 131 319 379 352 731 06:30 263 193 456 331 316 647 06:45 269 886 185 610 454 1496 373 1446 370 1367 743 2813 07:00 279 224 503 329 304 633 07:15 300 251 551 307 309 616 07:30 389 268 657 284 303 587 07:45 343 1311 256 999 599 2310 248 1168 299 1215 547 2383 08:00 332 269 601 214 231 445 08:15 330 206 536 212 229 441 08:30 307 259 566 197 254 451 08:45 298 1267 236 970 534 2237 199 822 230 944 429 1766 09:00 270 215 485 199 226 425 09:15 240 225 465 161 234 395 09:30 292 184 476 206 202 408 09:45 269 1071 254 878 523 1949 167 733 201 863 368 1596 10:00 284 202 486 148 176 324 10:15 271 227 498 134 158 292 10:30 274 229 503 121 130 251 10:45 276 1105 259 917 535 2022 95 498 143 607 238 1105 11:00 313 239 552 95 128 223 11:15 258 284 542 93 110 203 11:30 258 249 507 94 85 179 11:45 302 1131 270 1042 572 2173 62 344 93 416 155 760 TOTALS 8310 6498 14808 12849 13240 26089 SPLIT %56.1%43.9%36.2%49.3%50.7%63.8% NB SB EB WB 21,159 19,738 0 0 AM Peak Hour 07:30 11:45 07:15 17:30 17:00 17:00 AM Pk Volume 1394 1109 2408 1465 1478 2901 Pk Hr Factor 0.896 0.959 0.916 0.966 0.962 0.958 7 - 9 Volume 2578 1969 0 0 4547 2774 2916 0 0 5690 7 - 9 Peak Hour 07:30 07:15 07:15 17:00 17:00 17:00 7 - 9 Pk Volume 1394 1044 0 0 2408 1423 1478 0 0 2901 Pk Hr Factor 0.896 0.970 0.000 0.000 0.916 0.954 0.962 0.000 0.000 0.958 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 40,897 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Euclid St Bet. Target Dwy & Broadway 21:30 21:45 22:00 Total 40,897 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Project #:CA18_1017_003 City:Anaheim Location:Date:1/25/2018Euclid St Bet. Target Dwy & Broadway Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_004 NB SB EB WB 19,206 21,828 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 76 54 130 255 334 589 00:15 49 61 110 288 295 583 00:30 46 49 95 266 279 545 00:45 51 222 41 205 92 427 271 1080 312 1220 583 2300 01:00 51 37 88 293 305 598 01:15 36 35 71 280 278 558 01:30 32 35 67 299 338 637 01:45 23 142 41 148 64 290 318 1190 310 1231 628 2421 02:00 23 34 57 297 381 678 02:15 37 43 80 292 358 650 02:30 30 28 58 318 370 688 02:45 17 107 21 126 38 233 321 1228 332 1441 653 2669 03:00 24 20 44 327 362 689 03:15 18 34 52 319 389 708 03:30 26 33 59 368 347 715 03:45 21 89 36 123 57 212 353 1367 316 1414 669 2781 04:00 33 36 69 352 377 729 04:15 36 66 102 368 338 706 04:30 42 101 143 360 373 733 04:45 50 161 108 311 158 472 349 1429 379 1467 728 2896 05:00 72 119 191 362 372 734 05:15 64 138 202 346 341 687 05:30 86 158 244 364 370 734 05:45 85 307 169 584 254 891 365 1437 367 1450 732 2887 06:00 100 158 258 338 388 726 06:15 138 196 334 316 351 667 06:30 196 255 451 308 359 667 06:45 201 635 290 899 491 1534 326 1288 370 1468 696 2756 07:00 242 274 516 294 372 666 07:15 274 341 615 283 304 587 07:30 284 402 686 292 288 580 07:45 279 1079 392 1409 671 2488 252 1121 260 1224 512 2345 08:00 289 368 657 213 215 428 08:15 211 337 548 204 212 416 08:30 282 290 572 219 201 420 08:45 249 1031 277 1272 526 2303 198 834 226 854 424 1688 09:00 230 265 495 197 203 400 09:15 200 246 446 202 170 372 09:30 208 282 490 182 191 373 09:45 243 881 287 1080 530 1961 185 766 163 727 348 1493 10:00 216 292 508 146 157 303 10:15 213 264 477 141 133 274 10:30 227 284 511 123 122 245 10:45 258 914 278 1118 536 2032 121 531 111 523 232 1054 11:00 250 331 581 99 92 191 11:15 261 275 536 96 92 188 11:30 233 265 498 67 98 165 11:45 285 1029 313 1184 598 2213 76 338 68 350 144 688 TOTALS 6597 8459 15056 12609 13369 25978 SPLIT %43.8%56.2%36.7%48.5%51.5%63.3% NB SB EB WB 19,206 21,828 0 0 AM Peak Hour 07:15 07:15 07:15 15:30 17:30 16:15 AM Pk Volume 1126 1503 2629 1441 1476 2901 Pk Hr Factor 0.974 0.935 0.958 0.979 0.951 0.988 7 - 9 Volume 2110 2681 0 0 4791 2866 2917 0 0 5783 7 - 9 Peak Hour 07:15 07:15 07:15 16:15 16:00 16:15 7 - 9 Pk Volume 1126 1503 0 0 2629 1439 1467 0 0 2901 Pk Hr Factor 0.974 0.935 0.000 0.000 0.958 0.978 0.968 0.000 0.000 0.988 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 41,034 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Euclid St Bet. Broadway & Orange Ave 21:30 21:45 22:00 Total 41,034 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Project #:CA18_1017_004 City:Anaheim Location:Date:1/25/2018Euclid St Bet. Broadway & Orange Ave Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_005 NB SB EB WB 0 0 17,272 15,944 AM Period NB SB EB WB NB SB EB WB 00:00 64 51 115 228 240 468 00:15 37 50 87 232 211 443 00:30 39 38 77 264 225 489 00:45 39 179 29 168 68 347 272 996 272 948 544 1944 01:00 44 18 62 256 250 506 01:15 35 24 59 266 240 506 01:30 36 24 60 302 234 536 01:45 31 146 25 91 56 237 242 1066 228 952 470 2018 02:00 36 21 57 287 256 543 02:15 39 28 67 260 284 544 02:30 26 16 42 321 273 594 02:45 17 118 14 79 31 197 321 1189 268 1081 589 2270 03:00 24 18 42 336 257 593 03:15 18 17 35 300 261 561 03:30 31 23 54 323 263 586 03:45 23 96 29 87 52 183 265 1224 303 1084 568 2308 04:00 20 20 40 240 297 537 04:15 32 24 56 296 296 592 04:30 41 35 76 321 310 631 04:45 48 141 41 120 89 261 281 1138 303 1206 584 2344 05:00 61 36 97 327 345 672 05:15 69 69 138 324 318 642 05:30 86 55 141 262 343 605 05:45 130 346 102 262 232 608 266 1179 355 1361 621 2540 06:00 124 78 202 284 322 606 06:15 187 77 264 268 287 555 06:30 260 122 382 216 256 472 06:45 286 857 123 400 409 1257 200 968 248 1113 448 2081 07:00 307 159 466 223 225 448 07:15 340 210 550 188 238 426 07:30 403 240 643 162 232 394 07:45 417 1467 242 851 659 2318 177 750 236 931 413 1681 08:00 322 200 522 159 183 342 08:15 264 181 445 154 169 323 08:30 276 186 462 122 167 289 08:45 277 1139 237 804 514 1943 136 571 156 675 292 1246 09:00 231 190 421 145 172 317 09:15 214 189 403 124 160 284 09:30 175 179 354 133 157 290 09:45 220 840 180 738 400 1578 96 498 136 625 232 1123 10:00 203 183 386 95 130 225 10:15 225 202 427 103 128 231 10:30 188 177 365 90 121 211 10:45 239 855 203 765 442 1620 78 366 100 479 178 845 11:00 209 198 407 71 87 158 11:15 226 204 430 52 69 121 11:30 240 213 453 66 57 123 11:45 236 911 242 857 478 1768 43 232 54 267 97 499 TOTALS 7095 5222 12317 10177 10722 20899 SPLIT %57.6%42.4%37.1%48.7%51.3%62.9% NB SB EB WB 0 0 17,272 15,944 AM Peak Hour 07:15 11:45 07:15 14:45 17:00 17:00 AM Pk Volume 1482 918 2374 1280 1361 2540 Pk Hr Factor 0.888 0.948 0.901 0.952 0.958 0.945 7 - 9 Volume 0 0 2606 1655 4261 0 0 2317 2567 4884 7 - 9 Peak Hour 07:15 07:15 07:15 16:30 17:00 17:00 7 - 9 Pk Volume 0 0 1482 892 2374 0 0 1253 1361 2540 Pk Hr Factor 0.000 0.000 0.888 0.921 0.901 0.000 0.000 0.958 0.958 0.945 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Lincoln Ave W/O Euclid St 21:30 21:45 22:00 Total 33,216 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 33,216 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Project #:CA18_1017_005 City:Anaheim Location:Date:1/25/2018Lincoln Ave W/O Euclid St Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_006 NB SB EB WB 0 0 13,310 10,046 AM Period NB SB EB WB NB SB EB WB 00:00 34 22 56 151 139 290 00:15 34 22 56 185 184 369 00:30 29 18 47 171 158 329 00:45 26 123 17 79 43 202 176 683 190 671 366 1354 01:00 33 11 44 157 172 329 01:15 18 11 29 179 155 334 01:30 20 10 30 197 144 341 01:45 19 90 15 47 34 137 185 718 179 650 364 1368 02:00 26 11 37 206 193 399 02:15 17 12 29 182 192 374 02:30 19 9 28 234 186 420 02:45 19 81 10 42 29 123 235 857 219 790 454 1647 03:00 19 10 29 247 169 416 03:15 18 10 28 222 177 399 03:30 23 11 34 233 172 405 03:45 21 81 15 46 36 127 192 894 221 739 413 1633 04:00 16 12 28 204 224 428 04:15 28 10 38 208 239 447 04:30 37 21 58 208 235 443 04:45 39 120 20 63 59 183 216 836 225 923 441 1759 05:00 48 19 67 250 233 483 05:15 63 29 92 223 231 454 05:30 73 30 103 201 226 427 05:45 101 285 59 137 160 422 188 862 244 934 432 1796 06:00 118 37 155 223 204 427 06:15 165 49 214 195 189 384 06:30 228 67 295 199 155 354 06:45 283 794 85 238 368 1032 146 763 124 672 270 1435 07:00 316 91 407 187 164 351 07:15 308 128 436 163 122 285 07:30 379 120 499 115 121 236 07:45 406 1409 144 483 550 1892 126 591 120 527 246 1118 08:00 305 120 425 134 91 225 08:15 236 118 354 97 82 179 08:30 227 102 329 90 84 174 08:45 217 985 107 447 324 1432 103 424 72 329 175 753 09:00 173 103 276 88 95 183 09:15 166 113 279 103 83 186 09:30 140 118 258 98 91 189 09:45 145 624 106 440 251 1064 80 369 64 333 144 702 10:00 145 120 265 65 75 140 10:15 181 130 311 81 59 140 10:30 138 111 249 74 67 141 10:45 140 604 125 486 265 1090 64 284 50 251 114 535 11:00 156 141 297 48 48 96 11:15 162 141 303 49 36 85 11:30 169 140 309 36 25 61 11:45 180 667 163 585 343 1252 33 166 25 134 58 300 TOTALS 5863 3093 8956 7447 6953 14400 SPLIT %65.5%34.5%38.3%51.7%48.3%61.7% NB SB EB WB 0 0 13,310 10,046 AM Peak Hour 07:00 11:45 07:15 14:30 17:00 16:30 AM Pk Volume 1409 644 1910 938 934 1821 Pk Hr Factor 0.868 0.875 0.868 0.949 0.957 0.943 7 - 9 Volume 0 0 2394 930 3324 0 0 1698 1857 3555 7 - 9 Peak Hour 07:00 07:15 07:15 16:30 17:00 16:30 7 - 9 Pk Volume 0 0 1409 512 1910 0 0 897 934 1821 Pk Hr Factor 0.000 0.000 0.868 0.889 0.868 0.000 0.000 0.897 0.957 0.943 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Lincoln Ave E/O Euclid St 21:30 21:45 22:00 Total 23,356 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 23,356 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Project #:CA18_1017_006 City:Anaheim Location:Date:1/25/2018Lincoln Ave E/O Euclid St Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 1600 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_007 NB SB EB WB 0 0 9,159 10,530 AM Period NB SB EB WB NB SB EB WB 00:00 15 30 45 94 123 217 00:15 21 28 49 123 130 253 00:30 21 24 45 113 152 265 00:45 14 71 16 98 30 169 108 438 150 555 258 993 01:00 10 18 28 105 151 256 01:15 3 16 19 96 136 232 01:30 10 17 27 127 152 279 01:45 11 34 12 63 23 97 143 471 150 589 293 1060 02:00 6 11 17 141 129 270 02:15 6 8 14 133 157 290 02:30 4 7 11 146 178 324 02:45 7 23 3 29 10 52 184 604 205 669 389 1273 03:00 3 6 9 183 203 386 03:15 8 9 17 164 219 383 03:30 13 4 17 143 209 352 03:45 12 36 3 22 15 58 150 640 204 835 354 1475 04:00 10 14 24 141 245 386 04:15 12 14 26 142 245 387 04:30 30 8 38 151 235 386 04:45 26 78 10 46 36 124 154 588 246 971 400 1559 05:00 32 20 52 171 268 439 05:15 43 28 71 168 261 429 05:30 61 28 89 176 293 469 05:45 97 233 40 116 137 349 155 670 270 1092 425 1762 06:00 101 37 138 153 253 406 06:15 112 39 151 152 222 374 06:30 156 67 223 118 211 329 06:45 189 558 74 217 263 775 131 554 172 858 303 1412 07:00 204 101 305 129 184 313 07:15 257 168 425 101 175 276 07:30 241 133 374 102 165 267 07:45 270 972 150 552 420 1524 87 419 133 657 220 1076 08:00 253 144 397 89 145 234 08:15 213 145 358 86 117 203 08:30 210 111 321 63 127 190 08:45 151 827 116 516 267 1343 45 283 119 508 164 791 09:00 109 73 182 69 130 199 09:15 102 115 217 51 102 153 09:30 127 88 215 56 99 155 09:45 99 437 75 351 174 788 62 238 102 433 164 671 10:00 99 104 203 47 88 135 10:15 83 84 167 33 78 111 10:30 81 104 185 33 57 90 10:45 96 359 99 391 195 750 32 145 61 284 93 429 11:00 99 111 210 31 66 97 11:15 91 140 231 22 40 62 11:30 88 106 194 23 62 85 11:45 98 376 117 474 215 850 29 105 36 204 65 309 TOTALS 4004 2875 6879 5155 7655 12810 SPLIT %58.2%41.8%34.9%40.2%59.8%65.1% NB SB EB WB 0 0 9,159 10,530 AM Peak Hour 07:15 07:15 07:15 14:30 17:00 17:00 AM Pk Volume 1021 595 1616 677 1092 1762 Pk Hr Factor 0.945 0.885 0.951 0.920 0.932 0.939 7 - 9 Volume 0 0 1799 1068 2867 0 0 1258 2063 3321 7 - 9 Peak Hour 07:15 07:15 07:15 17:00 17:00 17:00 7 - 9 Pk Volume 0 0 1021 595 1616 0 0 670 1092 1762 Pk Hr Factor 0.000 0.000 0.945 0.885 0.951 0.000 0.000 0.952 0.932 0.939 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 19,689 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Broadway W/O Euclid St 21:30 21:45 22:00 Total 19,689 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Project #:CA18_1017_007 City:Anaheim Location:Date:1/25/2018Broadway W/O Euclid St Prepared by NDS/ATD 0 200 400 600 800 1000 1200 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB Day:City:Anaheim Date:Project #:CA18_1017_008 NB SB EB WB 0 0 11,387 9,491 AM Period NB SB EB WB NB SB EB WB 00:00 17 17 34 138 122 260 00:15 21 27 48 148 116 264 00:30 19 15 34 155 156 311 00:45 16 73 16 75 32 148 132 573 135 529 267 1102 01:00 13 11 24 137 100 237 01:15 5 7 12 127 114 241 01:30 10 13 23 143 131 274 01:45 10 38 7 38 17 76 166 573 127 472 293 1045 02:00 4 10 14 179 133 312 02:15 12 12 24 180 126 306 02:30 2 4 6 194 172 366 02:45 9 27 4 30 13 57 215 768 182 613 397 1381 03:00 2 4 6 229 187 416 03:15 4 8 12 237 212 449 03:30 16 3 19 197 216 413 03:45 9 31 4 19 13 50 213 876 189 804 402 1680 04:00 10 12 22 188 196 384 04:15 15 14 29 199 211 410 04:30 26 12 38 204 234 438 04:45 28 79 21 59 49 138 211 802 217 858 428 1660 05:00 36 24 60 188 227 415 05:15 47 20 67 220 250 470 05:30 59 38 97 214 241 455 05:45 102 244 32 114 134 358 184 806 231 949 415 1755 06:00 96 48 144 204 210 414 06:15 123 48 171 171 185 356 06:30 140 74 214 161 176 337 06:45 210 569 77 247 287 816 155 691 141 712 296 1403 07:00 212 107 319 144 129 273 07:15 307 165 472 130 135 265 07:30 325 126 451 108 119 227 07:45 375 1219 147 545 522 1764 111 493 96 479 207 972 08:00 337 161 498 112 110 222 08:15 286 155 441 96 90 186 08:30 232 147 379 96 98 194 08:45 203 1058 173 636 376 1694 77 381 74 372 151 753 09:00 140 103 243 79 85 164 09:15 134 120 254 66 71 137 09:30 128 102 230 57 77 134 09:45 139 541 97 422 236 963 61 263 61 294 122 557 10:00 128 112 240 61 59 120 10:15 119 89 208 41 62 103 10:30 101 103 204 41 59 100 10:45 117 465 104 408 221 873 40 183 34 214 74 397 11:00 133 144 277 32 40 72 11:15 141 110 251 33 33 66 11:30 109 99 208 23 35 58 11:45 136 519 119 472 255 991 27 115 22 130 49 245 TOTALS 4863 3065 7928 6524 6426 12950 SPLIT %61.3%38.7%38.0%50.4%49.6%62.0% NB SB EB WB 0 0 11,387 9,491 AM Peak Hour 07:15 08:00 07:15 14:45 17:00 16:45 AM Pk Volume 1344 636 1943 878 949 1768 Pk Hr Factor 0.896 0.919 0.931 0.926 0.949 0.940 7 - 9 Volume 0 0 2277 1181 3458 0 0 1608 1807 3415 7 - 9 Peak Hour 07:15 08:00 07:15 16:45 17:00 16:45 7 - 9 Pk Volume 0 0 1344 636 1943 0 0 833 949 1768 Pk Hr Factor 0.000 0.000 0.896 0.919 0.931 0.000 0.000 0.947 0.949 0.940 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 1/25/2018 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Broadway E/O Euclid St 21:30 21:45 22:00 Total 20,878 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 20,878 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Project #:CA18_1017_008 City:Anaheim Location:Date:1/25/2018Broadway E/O Euclid St Prepared by NDS/ATD 0 200 400 600 800 1000 1200 1400 0 0 :0 0 0 1 :0 0 0 2 :0 0 0 3 :0 0 0 4 :0 0 0 5 :0 0 0 6 :0 0 0 7 :0 0 0 8 :0 0 0 9 :0 0 1 0 :0 0 1 1 :0 0 1 2 :0 0 1 3 :0 0 1 4 :0 0 1 5 :0 0 1 6 :0 0 1 7 :0 0 1 8 :0 0 1 9 :0 0 2 0 :0 0 2 1 :0 0 2 2 :0 0 2 3 :0 0 V e h i c l e s NB SB EB WB APPENDIX B INTERSECTION ANALYSIS WORKSHEETS APPENDIX B-1 INTERSECTION ANALYSIS WORKSHEETS - EXISTING CONDITIONS Version 5.00-00 Generated with Intersection Analysis Summary 3/19/2018Report File: K:\...\1 - EX PM.pdf Scenario 1 EX PMVistro File: K:\...\Anaheim RC_BASE.vistro Anaheim Raising Cane's Euclid V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B-0.604SB ThruICU 1SignalizedEuclid St / Orange Ave6 D-0.815NB ThruICU 1SignalizedEuclid St / Broadway5 A-0.449SB ThruICU 1SignalizedEuclid St / Target Driveway4 A-0.596EB ThruICU 1SignalizedLoara St / Lincoln Ave3 B-0.665SB RightICU 1SignalizedEuclid St / Lincoln Ave2 B-0.604WB ThruICU 1SignalizedCrescent Way / Lincoln Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.604Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Crescent Way / Lincoln Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruU-turnThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Lincoln AveLincoln AveCrescent WayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 14211071268715748261Total Analysis Volume [veh/h] 3627732218141265Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14211071268715748261Total Hourly Volume [veh/h] 0000000Other Volume [veh/h] 0000000Existing Site Adjustment Volume [veh/h] 0000000Pass-by Trips [veh/h] 0000000Diverted Trips [veh/h] 0000000Site-Generated Trips [veh/h] 0000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14211071268715748261Base Volume Input [veh/h] Lincoln AveLincoln AveCrescent WayName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.604Intersection V/C BIntersection LOS 0.370.370.070.260.030.030.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead-Lead-LeadLead / Lag Auxiliary Signal Groups 0478301Signal group PermissivePermissiveProtectedPPermissiveProtectedPermissiSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.665Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Euclid St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 12464318219463839748413721031541164215Total Analysis Volume [veh/h] 31161464916099121343263929154Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 12464318219463839748413721031541164215Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12464318219463839748413721031541164215Base Volume Input [veh/h] Lincoln AveLincoln AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.665Intersection V/C BIntersection LOS 0.150.150.050.160.160.120.280.270.030.260.260.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.596Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Loara St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveLoara StLoara StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 078621811281013411294599Total Analysis Volume [veh/h] 01975528203310074125Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 078621811281013411294599Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 078621811281013411294599Base Volume Input [veh/h] Lincoln AveLincoln AveLoara StLoara StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.596Intersection V/C AIntersection LOS 0.000.230.130.070.240.010.000.000.000.180.180.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.449Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Euclid St / Target Driveway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Target DrivewayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 8003516732159403143262Total Analysis Volume [veh/h] 200901783990135816Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 8003516732159403143262Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8003516732159403143262Base Volume Input [veh/h] Target DrivewayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.449Intersection V/C AIntersection LOS 0.000.000.000.020.040.040.320.320.000.280.280.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results -----------LeadLead / Lag Auxiliary Signal Groups 400080060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.815Volume to Capacity (v/c): DLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Euclid St / Broadway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach BroadwayBroadwayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 917002306246619532211621152201190126Total Analysis Volume [veh/h] 2317558161174981291295529832Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 917002306246619532211621152201190126Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 917002306246619532211621152201190126Base Volume Input [veh/h] BroadwayBroadwayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.815Intersection V/C DIntersection LOS 0.230.230.140.160.160.110.190.340.070.130.350.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.604Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 6: Euclid St / Orange Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Orange AveOrange AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000106013284135930142988Total Analysis Volume [veh/h] 00027033213401035722Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000106013284135930142988Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000106013284135930142988Base Volume Input [veh/h] Orange AveOrange AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM Version 5.00-00 Generated with 0.604Intersection V/C BIntersection LOS 0.000.000.000.140.000.080.420.420.000.000.420.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 1: 1 EX PM APPENDIX B-2 INTERSECTION ANALYSIS WORKSHEETS - EXISTING PLUS PROJECT Version 5.00-00 Generated with Intersection Analysis Summary 3/19/2018Report File: K:\...\2 - EX WP PM.pdf Scenario 2 EX WP PMVistro File: K:\...\Anaheim RC_BASE.vistro Anaheim Raising Cane's Euclid V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B-0.609SB RightICU 1SignalizedEuclid St / Orange Ave6 D-0.828NB ThruICU 1SignalizedEuclid St / Broadway5 A-0.514SB ThruICU 1SignalizedEuclid St / Target Driveway4 B-0.601EB ThruICU 1SignalizedLoara St / Lincoln Ave3 B-0.671SB RightICU 1SignalizedEuclid St / Lincoln Ave2 B-0.610WB ThruICU 1SignalizedCrescent Way / Lincoln Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.610Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Crescent Way / Lincoln Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruU-turnThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Lincoln AveLincoln AveCrescent WayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 14211261268895748261Total Analysis Volume [veh/h] 3628232222141265Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14211261268895748261Total Hourly Volume [veh/h] 0000000Other Volume [veh/h] 0000000Existing Site Adjustment Volume [veh/h] 0000000Pass-by Trips [veh/h] 0000000Diverted Trips [veh/h] 019018000Site-Generated Trips [veh/h] 0000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14211071268715748261Base Volume Input [veh/h] Lincoln AveLincoln AveCrescent WayName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.610Intersection V/C BIntersection LOS 0.370.370.070.260.030.030.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead-Lead-LeadLead / Lag Auxiliary Signal Groups 0478301Signal group PermissivePermissiveProtectedPPermissiveProtectedPermissiSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.671Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Euclid St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 12464320021263839748413791031731172234Total Analysis Volume [veh/h] 31161505316099121345264329359Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 12464320021263839748413791031731172234Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0018180007019819Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12464318219463839748413721031541164215Base Volume Input [veh/h] Lincoln AveLincoln AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.671Intersection V/C BIntersection LOS 0.150.150.060.170.170.120.280.270.030.260.260.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.601Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Loara St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveLoara StLoara StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 080421811282913411294599Total Analysis Volume [veh/h] 02015528207310074125Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 080421811282913411294599Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01800190000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 078621811281013411294599Base Volume Input [veh/h] Lincoln AveLincoln AveLoara StLoara StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.601Intersection V/C BIntersection LOS 0.000.240.130.070.240.010.000.000.000.180.180.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.514Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Euclid St / Target Driveway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Target DrivewayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 800801123891580031422101Total Analysis Volume [veh/h] 20020031223950135625Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 800801123891580031422101Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 0001401014-1400-1010Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0003104643000029Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8003516732159403143262Base Volume Input [veh/h] Target DrivewayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.514Intersection V/C AIntersection LOS 0.000.000.000.050.070.070.330.330.000.280.280.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results -----------LeadLead / Lag Auxiliary Signal Groups 400080060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.828Volume to Capacity (v/c): DLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Euclid St / Broadway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach BroadwayBroadwayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 957002306246620233011811192201208126Total Analysis Volume [veh/h] 2417558161175183295305530232Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 957002306246620233011811192201208126Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 40000781940180Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 917002306246619532211621152201190126Base Volume Input [veh/h] BroadwayBroadwayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.828Intersection V/C DIntersection LOS 0.230.230.140.160.160.120.190.350.070.130.360.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.609Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 6: Euclid St / Orange Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Orange AveOrange AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000106013284137830144788Total Analysis Volume [veh/h] 00027033213451036222Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000106013284137830144788Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00000001900180Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000106013284135930142988Base Volume Input [veh/h] Orange AveOrange AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM Version 5.00-00 Generated with 0.609Intersection V/C BIntersection LOS 0.000.000.000.140.000.080.430.430.000.000.430.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 2: 2 EX WP PM APPENDIX B-3 INTERSECTION ANALYSIS WORKSHEETS - OPENING YEAR 2019 (CUMULATIVE) Version 5.00-00 Generated with Intersection Analysis Summary 3/20/2018Report File: K:\...\3 - OY 2019 PM.pdf Scenario 3 OY 2019 PMVistro File: K:\...\Anaheim RC_BASE.vistro Anaheim Raising Cane's Euclid V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B-0.628NB ThruICU 1SignalizedEuclid St / Orange Ave6 D-0.849NB ThruICU 1SignalizedEuclid St / Broadway5 A-0.464SB ThruICU 1SignalizedEuclid St / Target Driveway4 B-0.652EB ThruICU 1SignalizedLoara St / Lincoln Ave3 B-0.688SB RightICU 1SignalizedEuclid St / Lincoln Ave2 B-0.614WB ThruICU 1SignalizedCrescent Way / Lincoln Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.614Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Crescent Way / Lincoln Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruU-turnThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Lincoln AveLincoln AveCrescent WayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 14311311278915848264Total Analysis Volume [veh/h] 3628332223151266Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14311311278915848264Total Hourly Volume [veh/h] 0000000Other Volume [veh/h] 0000000Existing Site Adjustment Volume [veh/h] 0000000Pass-by Trips [veh/h] 0000000Diverted Trips [veh/h] 0000000Site-Generated Trips [veh/h] 013011000In-Process Volume [veh/h] 1.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14211071268715748261Base Volume Input [veh/h] Lincoln AveLincoln AveCrescent WayName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.614Intersection V/C BIntersection LOS 0.370.370.070.260.030.030.16V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead-Lead-LeadLead / Lag Auxiliary Signal Groups 0478301Signal group PermissivePermissiveProtectedPPermissiveProtectedPermissiSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.688Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Euclid St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 14365921519764541149914021562131180227Total Analysis Volume [veh/h] 361655449161103125351395329557Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14365921519764541149914021562131180227Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 181031111010165257410In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12464318219463839748413721031541164215Base Volume Input [veh/h] Lincoln AveLincoln AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.688Intersection V/C BIntersection LOS 0.160.160.060.170.170.120.290.270.050.270.270.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.652Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Loara St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveLoara StLoara StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 0804277178842134113155148Total Analysis Volume [veh/h] 02016945211310079137Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 0804277178842134113155148Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 010576524000018048In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 078621811281013411294599Base Volume Input [veh/h] Lincoln AveLincoln AveLoara StLoara StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.652Intersection V/C BIntersection LOS 0.000.240.160.100.250.010.000.000.000.190.190.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.464Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Euclid St / Target Driveway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Target DrivewayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 8003616933165703151664Total Analysis Volume [veh/h] 200901784140137916Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 8003616933165703151664Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 00010114700701In-Process Volume [veh/h] 1.001.001.001.011.001.011.011.011.001.001.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8003516732159403143262Base Volume Input [veh/h] Target DrivewayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.464Intersection V/C AIntersection LOS 0.000.000.000.020.040.040.330.330.000.300.300.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results -----------LeadLead / Lag Auxiliary Signal Groups 400080060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.849Volume to Capacity (v/c): DLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Euclid St / Broadway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach BroadwayBroadwayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 977082436347219932712131242431267127Total Analysis Volume [veh/h] 2417761161185082303316131732Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 977082436347219932712131242431267127Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 5111012239821650In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 917002306246619532211621152201190126Base Volume Input [veh/h] BroadwayBroadwayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.849Intersection V/C DIntersection LOS 0.240.240.140.160.160.120.190.360.070.140.370.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.628Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 6: Euclid St / Orange Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Orange AveOrange AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000109013789141930152591Total Analysis Volume [veh/h] 00027034223551038123Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000109013789141930152591Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 00020444600822In-Process Volume [veh/h] 1.001.001.001.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000106013284135930142988Base Volume Input [veh/h] Orange AveOrange AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM Version 5.00-00 Generated with 0.628Intersection V/C BIntersection LOS 0.000.000.000.140.000.080.440.440.000.000.450.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 3: 3 OY 2019 PM APPENDIX B-4 INTERSECTION ANALYSIS WORKSHEETS - OPENING YEAR 2019 PLUS PROJECT Version 5.00-00 Generated with Intersection Analysis Summary 3/20/2018Report File: K:\...\4 - OY WP PM.pdf Scenario 4 OY WP PMVistro File: K:\...\Anaheim RC_BASE.vistro Anaheim Raising Cane's Euclid V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B-0.633NB ThruICU 1SignalizedEuclid St / Orange Ave6 D-0.862NB ThruICU 1SignalizedEuclid St / Broadway5 A-0.529SB RightICU 1SignalizedEuclid St / Target Driveway4 B-0.658EB ThruICU 1SignalizedLoara St / Lincoln Ave3 B-0.694SB RightICU 1SignalizedEuclid St / Lincoln Ave2 B-0.620WB ThruICU 1SignalizedCrescent Way / Lincoln Ave1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.620Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Crescent Way / Lincoln Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruU-turnThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Lincoln AveLincoln AveCrescent WayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 14311501279095848264Total Analysis Volume [veh/h] 3628832227151266Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14311501279095848264Total Hourly Volume [veh/h] 0000000Other Volume [veh/h] 0000000Existing Site Adjustment Volume [veh/h] 0000000Pass-by Trips [veh/h] 0000000Diverted Trips [veh/h] 019018000Site-Generated Trips [veh/h] 013011000In-Process Volume [veh/h] 1.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14211071268715748261Base Volume Input [veh/h] Lincoln AveLincoln AveCrescent WayName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.620Intersection V/C BIntersection LOS 0.380.380.070.270.030.030.16V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead-Lead-LeadLead / Lag Auxiliary Signal Groups 0478301Signal group PermissivePermissiveProtectedPPermissiveProtectedPermissiSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.694Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Euclid St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 14365923321564541149914091562321188246Total Analysis Volume [veh/h] 361655854161103125352395829762Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 14365923321564541149914091562321188246Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0018180007019819Site-Generated Trips [veh/h] 181031111010165257410In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12464318219463839748413721031541164215Base Volume Input [veh/h] Lincoln AveLincoln AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.694Intersection V/C BIntersection LOS 0.160.160.070.170.170.120.290.280.050.280.280.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.658Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Loara St / Lincoln Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lincoln AveLincoln AveLoara StLoara StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 0822277178861134113155148Total Analysis Volume [veh/h] 02066945215310079137Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 0822277178861134113155148Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01800190000000Site-Generated Trips [veh/h] 010576524000018048In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 078621811281013411294599Base Volume Input [veh/h] Lincoln AveLincoln AveLoara StLoara StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.658Intersection V/C BIntersection LOS 0.000.240.160.100.250.010.000.000.000.190.190.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.529Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Euclid St / Target Driveway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Target DrivewayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 800811125901643031506103Total Analysis Volume [veh/h] 20020031234110137726Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 800811125901643031506103Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 0001401014-1400-1010Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0003104643000029Site-Generated Trips [veh/h] 00010114700701In-Process Volume [veh/h] 1.001.001.001.011.001.011.011.011.001.001.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8003516732159403143262Base Volume Input [veh/h] Target DrivewayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.529Intersection V/C AIntersection LOS 0.000.000.000.050.070.070.340.340.000.300.300.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results -----------LeadLead / Lag Auxiliary Signal Groups 400080060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.862Volume to Capacity (v/c): DLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Euclid St / Broadway Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach BroadwayBroadwayEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 1017082436347220633512321282431285127Total Analysis Volume [veh/h] 2517761161185284308326132132Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 1017082436347220633512321282431285127Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 40000781940180Site-Generated Trips [veh/h] 5111012239821650In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 917002306246619532211621152201190126Base Volume Input [veh/h] BroadwayBroadwayEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.862Intersection V/C DIntersection LOS 0.240.240.140.160.160.120.200.360.080.140.380.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.633Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 6: Euclid St / Orange Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Orange AveOrange AveEuclid StEuclid StName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000109013789143830154391Total Analysis Volume [veh/h] 00027034223601038623Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000109013789143830154391Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00000001900180Site-Generated Trips [veh/h] 00020444600822In-Process Volume [veh/h] 1.001.001.001.011.011.011.011.011.011.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000106013284135930142988Base Volume Input [veh/h] Orange AveOrange AveEuclid StEuclid StName Volumes Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM Version 5.00-00 Generated with 0.633Intersection V/C BIntersection LOS 0.000.000.000.140.000.080.450.450.000.000.450.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim Raising Cane's Euclid Scenario 4: 4 OY WP PM APPENDIX C RAISING CANE’S TRIP GENERATION STUDY kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 November 9, 2017 Ms. Kristen Roberts Raising Cane’s 6800 Bishop Road Plano, TX 75024 Subject: Trip Generation Memorandum and Drive-through Queuing Analysis for the Proposed Raising Cane’s Project in the City of Anaheim Dear Ms. Roberts: This memorandum has been prepared to evaluate the trip generating characteristics and drive- through queuing capacity of a proposed Raising Cane’s restaurant in the City of Anaheim. PROJECT DESCRIPTION The applicant proposes to develop a 3,233-square-foot Raising Cane’s restaurant building within the existing Target shopping center, which is located on the southwest corner of the intersection of Euclid Street at Lincoln Avenue. The proposed site is currently used as parking for the shopping center. The project location is shown on Figure 1. The proposed site plan is shown on Figure 2. As shown on the site plan, the Raising Cane’s building would be located adjacent to Euclid Street, just north of the main entrance for the Target Center. The construction of the project would displace approximately 68 parking spaces. The parking supply for the Raising Cane’s would consist of 37 parking spaces, including 2 accessible stalls and 3 clean air/van pool/EV stalls. Access to the Raising Cane’s project will be provided from within the Target Center parking area; there will be no new curb cuts on Euclid Street or Lincoln Avenue. JURISDICTIONAL REQUIREMENTS The City of Anaheim Criteria for Preparation of Traffic Impact Studies provides guidance on when a Traffic Impact Study is required for a project. The City document specifies that a Traffic Impact Study is required in the following cases: ·When the AM or PM peak hour trip generation is expected to exceed 100 vehicle trips from the proposed development; Ms. Roberts, November 9, 2017, Page 2 kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 ·For a project located on the Congestion Management Program (CMP) Highway System that generates 1,600 Average Daily Trips (ADT); or a project located in the vicinity of a CMP facility that generates 2,400 ADT. Note: Neither Euclid Street nor Lincoln Avenue are a designated CMP facility; ·For a project that will add 51 or more trips during either the AM or PM peak hour to any CMP monitored intersection. Note: The closest CMP intersection is Harbor Boulevard at the I-5 southbound ramps, over 2-½ miles away. PROJECT TRIP GENERATION This trip generation analysis has been prepared to determine the amount of site-generated traffic that would result from the proposed project. The results of the trip generation analysis will be used to determine what level of traffic impact analysis will be required of the project. The land use category in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition (2012) that is most closely related to the Raising Cane’s project would be ITE Category 934 – Fast-Food Restaurant with Drive-Through Window. Since the Raising Cane’s business is relatively new to the Orange County area, City staff requested that trip generation surveys also be conducted at an actual operating Raising Cane’s restaurant in Orange County. The following discussion provides a summary of the trip generation analysis for Raising Cane’s using both the ITE trip generation rates and the trip survey results. ITE Trip Generation Rates The ITE trip generation rates and resulting trip generation for the proposed Raising Cane’s restaurant are summarized on Table 1. Based on ITE trip rates, the Raising Cane’s restaurant would generate approximately 1,604 trips per day, with 106 trips (55 inbound and 51 outbound) in the evening peak hour. Since Raising Cane’s is not open for breakfast, the project trips in the morning peak hour are assumed to be nominal. This trip generation estimate is based on the full trip-making potential for the proposed use. Actual trip-making to and from the site is likely to be less than this, because of the potential for pass-by trips (motorists who are already traveling on the adjacent roadway, who stop at the project site on their way to or from work or school, for example). Ms. Roberts, November 9, 2017, Page 3 kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 When pass-by reductions are taken into account, the net trip generation would be substantially less than the unadjusted trip generation rates. The ITE Trip Generation Manual indicates that the PM peak hour pass-by rate for a fast-food drive-through restaurant is 50%. With the application of pass-by trip reductions, the proposed project is estimated to generate 1,551 new trips to the surrounding street system on a daily basis, with 53 trips (28 inbound and 25 outbound) in the evening peak hour. Trip Generation Surveys Trip generation surveys were conducted at an established Raising Cane’s restaurant located at the intersection of Avenida de la Carlota at El Toro Road in the City of Laguna Hills. This Raising Cane’s facility is a 2,882-square-foot restaurant that has been in operation since June, 2016, and was selected because the site access and driveway layout made it possible to isolate traffic movements associated with the Raising Cane’s restaurant. An aerial showing the site layout with the building, drive-through lane, and site driveways is provided on Figure 3. Vehicle trips entering and exiting the site via the site driveways on Avenida de la Carlota and on El Toro Road were counted during the evening peak period (4:00 to 7:00 PM) on Wednesday, October 18th and Thursday, October 19, 2017. The site driveway on Avenida de la Carlota serves Raising Cane’s and the Mexican restaurant on the adjacent lot. Data collectors were instructed to differentiate between cars destined for each of the two restaurants. Vehicles entering the Raising Cane’s site at the Avenida de la Carlota driveway were counted as Raising Cane’s vehicles. In addition, to capture vehicles parking in the neighboring restaurant’s parking lot and patronizing the Raising Cane’s site, pedestrians walking between the neighboring parking lot and Raising Cane’s were also noted. The results of the driveway counts are shown on Table 2 for Wednesday, and Table 3 for Thursday. The observed peak hour for trip generation at the Laguna Hills site occurred from 5:45 to 6:45 PM on Wednesday, with 174 trips (101 inbound and 73 outbound); and from 6:00 to 7:00 PM on Thursday, with 176 trips (86 inbound and 90 outbound). The trip surveys did not determine which of the site trips were pass-by trips. Assuming the same pass-by rate of 50% in the evening peak hour, when pass-by reductions are taken into account, the trip generation for the Laguna Hills site is estimated to be 88 new trips on the surrounding street system (43 inbound and 45 outbound) in the evening peak hour. The Laguna Hills Raising Cane’s building is 2,882 square feet. The proposed Raising Cane’s restaurant would be 3,233 square feet – 12% larger than the surveyed site. When the trips for the existing site are factored to account for the difference in square footage, the trips forecasted to be generated by the proposed project would be 99 new PM peak hour trips (48 inbound and 51 outbound). Ms. Roberts, November 9, 2017, Page 4 kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 It is noted that the forecasted PM peak hour trip-making for the proposed Raising Cane’s restaurant is roughly 87% higher than the trips estimated using the ITE trip generation rates. DRIVE-THROUGH QUEUING ANALYSIS The City has requested that a drive-through queuing study be conducted for the proposed project, to evaluate the adequacy of the proposed drive-through lane queuing capacity. The Raising Cane’s restaurant building will be rectangular in shape, oriented in a north-south alignment along Euclid Street. The opening to the drive-through lane would be located at the southeast corner of the building, and the drive-through lane would wrap around the building in a counter-clockwise direction. There will be approximately 260 feet from the opening of the drive-through lane to the pick-up window, providing queuing capacity for 12 vehicles, assuming 22 feet per vehicle. Queuing Data Collection and Observations Kimley-Horn and Associates collected drive-through queuing data at the existing Raising Cane’s restaurant in Laguna Hills. The drive-through activity was observed from 11:00 AM to 2:00 PM (during the lunchtime period), and from 4:00 to 7:00 PM (dinnertime) on a typical weekday, and on a Saturday. The results of the observations are summarized on Table 4. The data collector was instructed to make note of the time and of the number of vehicles in the drive-through queue every time a vehicle entered or exited the drive-through. The data summary on Table 4 presents the number of vehicles in the drive-through lane, broken down into 15-minute periods, based on the observed average queue, peak queue, and the 85th percentile queue for each of the data collection periods. A copy of the queuing data collection worksheets is provided in Attachment A. The queuing activity was observed to vary with an ebb and flow pattern throughout the data collection period. The following vehicle movement and queuing observations of the drive- through operations were made: ·A total of 127 lunchtime vehicles and 137 dinnertime vehicles entered the drive-through lane during the respective 3-hour data collection periods on Thursday, with a peak hour volume of 56 lunchtime drive-through vehicles (from 12:15 to 1:15 PM) and 54 dinnertime vehicles (from 4:15 to 5:15 PM). Ms. Roberts, November 9, 2017, Page 5 kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 ·The Saturday activity was 25 to 35% higher than the weekday, with 172 lunchtime and 171 dinnertime vehicles entering the drive-through lane during the 3-hour data collection periods, and a peak hour volume of 67 lunchtime drive-through vehicles (from 12:45 to 1:45 PM) and 74 dinnertime vehicles (from 5:45 to 6:45 PM). ·The average queue length, based on 15-minute periods, ranged from a low of 1.5 vehicles to a high of 12.8 vehicles. ·The maximum queue observed at any time during the data collection period was 15 vehicles on Thursday, with a duration of 54 seconds; and 14 vehicles on Saturday, with a duration of 9 seconds. ·Spillovers outside the drive-through lane opening were observed to occur occasionally, to last briefly, and to clear quickly (generally within 15 to 45 seconds). ·On occasion, the spillover outside the drive-through lane was due to a delay at the order board, rather than a lack of capacity in the drive-through lane itself. A more-than-average delay at the order board (i.e., due to a large order, or indecisiveness on the part of the customer) would briefly hold up the movement of the queue, sometimes causing the remainder of the queue to extend beyond the drive-through lane opening. When the vehicle at the order board finished the ordering process and pulled forward, the remaining cars in the queue would once again move through the order and pick-up process at the normal pace, and the gap between the order board and the pick-up window would fill in. ·Some customers were observed to pull into the site; evaluate the wait time, based on the vehicle queue; and choose to park and go into the building, rather than join the existing queue. Drive-through Queue Length Calculation To supplement the empirical data collected at the existing Raising Cane’s restaurant in Laguna Hills, the drive-through queuing capacity was also analyzed using queuing analysis formulas published in the Institute of Transportation Engineers (ITE) Transportation Planning Handbook, 3rd Edition. Ms. Roberts, November 9, 2017, Page 6 kimley-horn.com 765 The City Drive, Suite 200, Orange, CA 92868 714 939 1030 Raising Cane’s typical service time in the drive-through is 2-1/2 minutes from the order board to the pick-up window, with a vehicle being processed and progressing through the order board, pay window and pick-up window every 33 to 40 seconds during the peak drive-through periods. Assuming the more conservative processing time of 40 seconds, and applying the ITE queuing formulas, the analysis indicates that the average queue length is estimated to be 5 vehicles, and that the probability that the queue would be exactly 12 vehicles would be approximately 2%. The probability of exceeding 12 vehicles is estimated to be 12%. The queuing calculation worksheet and formulas are provided as Attachment B of this report. The occurrence of the drive-through queue extending beyond the opening of the drive-through lane is expected to be an infrequent occurrence, and of short duration. Raising Cane’s management has indicated that site employees are instructed to park in the spaces most likely to be impacted (i.e. temporarily blocked), should there be a back-up, leaving the unaffected spaces on the site available for customers. Accordingly, the row of spaces located along the south edge of the site, near the opening to the drive-through lane would be one of the areas where employees would be instructed to park. Projected Queue Requirements for the Proposed Project Assuming the proposed Raising Cane’s would experience similar queuing activity as the studied Laguna Hills site, the overall average number of queued vehicles over the data collection time period is estimated to be 5 (calculated at 4.74, and rounded up to 5) during the peak drive- through operations. The 85th percentile queue is estimated to range from 2.0 to 14.0, depending on the time period. The peak queue would range from 3 to 15 vehicles, with brief periods of spillover beyond the drive-through opening. The proposed project’s drive-through lane would have enough stacking distance for 12 vehicles, and room for another 3 to 4 vehicles along the south side drive aisle, and 6 additional vehicles along the west side drive aisle, if needed. During the peak queuing times, the vehicle queue may extend beyond the drive-through lane itself and into the parking area for a short period of time. It is noted that a spillover from the drive-through could temporarily block the drive-through exit. To avoid this, it is recommended that a “KEEP CLEAR” pavement marking legend be installed at across the drive-through exit. TABLE 1 SUMMARY OF PROJECT TRIP GENERATION RAISING CANE'S - 101 EUCLID ST, ANAHEIM Trip Generation Rates 1 ITE AM Peak Hour PM Peak Hour Land Use Code Unit Daily In Out Total In Out Total Fast-Food Restaurant w/ Drive-Through 934 KSF 496 N/A 2 N/A 2 N/A 2 16.98 15.67 32.7 Trip Generation Estimates AM Peak Hour PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Fast-Food Restaurant w/ Drive-Through 3.233 KSF 1,604 N/A N/A N/A 55 51 106 Pass-By Reduction for Fast-Food Restaurant (50%) 3,4 -53 ----28 -25 -53 Total Project Trips 1,551 N/A N/A N/A 27 26 53 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition 2 Raising Cane's does not open until 10:00 AM. 3 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual - Volume 1: User's Guide and Handbook, 9th Edition 4 Note: The User's Guide and Handbook does not provide pass-by rates for daily trip generation. The daily pass-by trips shown are the PM pass-by trips. Trip Generation and Queuing Memo Raising Cane's - 101 Euclid, Anaheim Kimley-Horn and Associates, Inc. November, 2017 TABLE 2 SUMMARY OF RAISING CANE'S DRIVEWAY SURVEYS WEDNESDAY, OCTOBER 18, 2017 Driveway Time El Toro Road Ave de la Carlota Combined Hourly Sum In Out In Out In Out In Out Total 4:00 to 4:15 17 4 3 8 20 12 --- 4:15 to 4:30 10 6 2 15 12 21 --- 4:30 to 4:45 15 6 4 10 19 16 --- 4:45 to 5:00 12 4 6 14 18 18 69 67 136 5:00 to 5:15 13 5 6 7 19 12 68 67 135 5:15 to 5:30 15 6 8 8 23 14 79 60 139 5:30 to 5:45 13 4 8 14 21 18 81 62 143 5:45 to 6:00 19 0 9 10 28 10 91 54 145 6:00 to 6:15 19 4 11 14 30 18 102 60 162 6:15 to 6:30 18 3 6 17 24 20 103 66 169 6:30 to 6:45 15 4 4 21 19 25 101 73 174 * 6:45 to 7:00 12 3 8 13 20 16 93 79 172 Total 178 49 75 151 253 200 * = Peak hour volumes, based on the highest 4 consecutive 15-minute periods. Trip Generation and Queuing Memo Raising Cane's - 101 Euclid, Anaheim Kimley-Horn and Associates, Inc. November, 2017 TABLE 3 SUMMARY OF RAISING CANE'S DRIVEWAY SURVEYS THURSDAY, OCTOBER 19, 2017 Driveway Time El Toro Road Ave de la Carlota Combined Hourly Sum In Out In Out In Out In Out Total 4:00 to 4:15 15 2 7 18 22 20 --- 4:15 to 4:30 15 5 6 14 21 19 --- 4:30 to 4:45 11 6 5 15 16 21 --- 4:45 to 5:00 13 4 6 7 19 11 78 71 149 5:00 to 5:15 13 7 6 12 19 19 75 70 145 5:15 to 5:30 13 1 2 10 15 11 69 62 131 5:30 to 5:45 9 3 5 8 14 11 67 52 119 5:45 to 6:00 8 10 12 10 20 20 68 61 129 6:00 to 6:15 6 6 5 11 11 17 60 59 119 6:15 to 6:30 14 2 4 12 18 14 63 62 125 6:30 to 6:45 23 21 4 8 27 29 76 80 156 6:45 to 7:00 15 20 15 10 30 30 86 90 176 * Total 155 87 77 135 232 222 * = Peak hour volumes, based on the highest 4 consecutive 15-minute periods. Trip Generation and Queuing Memo Raising Cane's - 101 Euclid, Anaheim Kimley-Horn and Associates, Inc. November, 2017 Sat - 10/14 Thurs - 10/19 Sat - 10/14 Thurs - 10/19 Average Queue Average Queue 11:00-11:15 AM 3.0 1.5 4:00-4:15 PM 6.2 5.6 11:15-11:30 AM 1.8 1.7 4:15-4:30 PM 4.5 6.2 11:30-11:45 AM 5.3 2.6 4:30-4:45 PM 2.0 5.9 11:45-12:00 PM 7.5 4.1 4:45-5:00 PM 5.2 5.5 12:00-12:15 PM 4.7 3.9 5:00-5:15 PM 5.6 5.4 12:15-12:30 PM 4.1 9.0 5:15-5:30 PM 10.0 5.8 12:30-12:45 PM 8.2 10.6 5:30-5:45 PM 6.1 7.1 12:45-1:00 PM 9.3 7.0 5:45-6:00 PM 7.3 10.9 1:00-1:15 PM 7.2 5.2 6:00-6:15 PM 8.7 8.6 1:15-1:30 PM 7.3 5.8 6:15-6:30 PM 8.6 10.8 1:30-1:45 PM 6.9 2.8 6:30-6:45 PM 6.0 11.1 1:45-2:00 PM 7.3 3.5 6:45-7:00 PM 4.7 12.8 Highest Average 9.3 10.6 Highest Average 10.0 12.8 Peak Queue Peak Queue 11:00-11:15 AM 5 3 4:00-4:15 PM 11 8 11:15-11:30 AM 4 3 4:15-4:30 PM 6 9 11:30-11:45 AM 12 5 4:30-4:45 PM 4 9 11:45-12:00 PM 12 11 4:45-5:00 PM 8 9 12:00-12:15 PM 6 9 5:00-5:15 PM 9 8 12:15-12:30 PM 6 15 5:15-5:30 PM 12 9 12:30-12:45 PM 13 13 5:30-5:45 PM 11 10 12:45-1:00 PM 12 9 5:45-6:00 PM 13 13 1:00-1:15 PM 14 8 6:00-6:15 PM 12 11 1:15-1:30 PM 10 10 6:15-6:30 PM 13 13 1:30-1:45 PM 10 6 6:30-6:45 PM 10 14 1:45-2:00 PM 10 6 6:45-7:00 PM 8 14 Highest Peak 14 15 Highest Peak 13 14 85th %-ile ¹ Queue 85th %-ile ¹ Queue 11:00-11:15 AM 4.3 2.7 4:00-4:15 PM 8.5 7.0 11:15-11:30 AM 3.0 2.0 4:15-4:30 PM 5.1 8.0 11:30-11:45 AM 8.0 4.0 4:30-4:45 PM 3.0 7.0 11:45-12:00 PM 10.0 7.2 4:45-5:00 PM 6.0 7.0 12:00-12:15 PM 5.0 7.0 5:00-5:15 PM 7.0 7.0 12:15-12:30 PM 5.0 13.0 5:15-5:30 PM 12.0 7.0 12:30-12:45 PM 12.0 12.8 5:30-5:45 PM 7.3 8.0 12:45-1:00 PM 11.0 9.0 5:45-6:00 PM 11.3 12.0 1:00-1:15 PM 9.0 7.0 6:00-6:15 PM 11.0 10.4 1:15-1:30 PM 9.0 8.0 6:15-6:30 PM 11.0 12.0 1:30-1:45 PM 9.0 5.0 6:30-6:45 PM 7.3 12.5 1:45-2:00 PM 8.8 4.5 6:45-7:00 PM 7.0 14.0 Highest 85th %-ile Queue 12.0 13.0 Highest 85th %-ile Queue 12.0 14.0 SUMMARY OF DRIVE-THROUGH QUEUING DATA COLLECTION RAISING CANE'S - LAGUNA HILLS TABLE 4 ¹ 85th percentile = The queue will be less than the queue shown 85% of the time. Lunch Time Period PM Time PeriodNumber of Drive-through Vehicles Number of Drive-through Vehicles Trip Generation and Queuing Memo Raising Cane's - 101 Euclid, Anaheim Kimley-Horn and Asociates, Inc. November, 2017 ATTACHMENT A QUEUING DATA COLLECTION WORKSHEETS Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: 11:00:40 AM 1 1 2 4:00:00 PM 3 0 3 11:01:23 AM 2 0 2 4:00:59 PM 3 1 4 11:02:01 AM 2 1 3 4:01:32 PM 3 2 5 11:02:40 AM 3 0 3 4:01:41 PM 4 2 6 11:03:24 AM 2 0 2 4:02:23 PM 4 3 7 11:04:38 AM 1 0 1 4:02:43 PM 3 3 6 11:05:26 AM 0 0 0 4:03:01 PM 4 2 6 11:07:48 AM 0 1 1 4:03:17 PM 4 3 7 11:08:22 AM 1 0 1 4:03:26 PM 5 3 8 11:09:33 AM 0 0 0 4:03:40 PM 4 3 7 11:17:15 AM 0 1 1 4:03:59 PM 5 2 7 11:17:26 AM 0 2 2 4:05:50 PM 4 2 6 11:17:51 AM 1 1 2 4:06:01 PM 5 1 6 11:19:12 AM 2 0 2 4:06:11 PM 5 2 7 11:19:27 AM 1 0 1 4:06:32 PM 5 3 8 11:20:08 AM 1 1 2 4:06:41 PM 4 3 7 11:20:36 AM 2 0 2 4:07:16 PM 5 2 7 11:21:05 AM 1 0 1 4:07:48 PM 4 2 6 11:23:05 AM 1 1 2 4:08:16 PM 5 1 6 11:23:17 AM 1 2 3 4:08:25 PM 4 2 6 11:23:21 AM 1 1 2 4:08:47 PM 4 1 5 11:24:06 AM 2 0 2 4:09:26 PM 4 2 6 11:25:45 AM 2 0 2 4:09:37 PM 3 2 5 11:26:53 AM 1 0 1 4:10:01 PM 4 2 6 11:28:15 AM 0 1 1 4:10:17 PM 3 2 5 11:28:45 AM 0 2 2 4:10:38 PM 4 1 5 11:29:01 AM 1 1 2 4:11:02 PM 4 0 4 11:29:47 AM 2 0 2 4:12:24 PM 4 1 5 11:29:59 AM 1 0 1 4:13:11 PM 4 0 4 11:30:19 AM 1 1 2 4:13:31 PM 4 1 5 11:31:01 AM 1 0 1 4:13:40 PM 3 1 4 11:31:55 AM 1 1 2 4:13:57 PM 3 2 5 11:32:18 AM 2 0 2 4:14:15 PM 3 1 4 11:32:25 AM 2 1 3 4:14:44 PM 3 0 3 11:32:54 AM 2 2 4 4:15:06 PM 3 1 4 11:33:07 AM 3 1 4 4:16:13 PM 4 0 4 11:33:23 AM 2 2 4 4:16:39 PM 3 0 3 11:33:59 AM 3 1 4 4:17:21 PM 3 1 4 11:34:07 AM 2 1 3 4:17:28 PM 3 2 5 11:34:49 AM 3 0 3 4:17:36 PM 2 2 4 11:35:22 AM 3 1 4 4:17:59 PM 3 1 4 11:36:02 AM 3 2 5 4:18:06 PM 3 2 5 11:36:34 AM 3 1 4 4:18:12 PM 3 3 6 11:36:51 AM 3 2 5 4:18:18 PM 3 4 7 11:37:00 AM 3 1 4 4:18:34 PM 4 4 8 11:37:27 AM 4 0 4 4:19:02 PM 4 5 9 11:38:07 AM 3 0 3 4:19:11 PM 3 5 8 11:38:39 AM 2 0 2 4:19:35 PM 4 4 8 11:38:58 AM 1 0 1 4:19:45 PM 3 4 7 11:39:19 AM 0 1 1 4:20:24 PM 4 3 7 11:40:16 AM 1 0 1 4:20:31 PM 3 3 6 11:41:34 AM 0 0 0 4:20:53 PM 4 2 6 11:42:11 AM 0 1 1 4:21:12 PM 4 1 5 11:42:50 AM 1 0 1 4:21:27 PM 4 2 6 11:43:15 AM 1 1 2 4:22:17 PM 5 1 6 11:43:43 AM 0 1 1 4:24:00 PM 4 1 5 11:44:10 AM 1 0 1 4:25:15 PM 5 0 5 11:44:26 AM 1 1 2 4:25:22 PM 5 1 6 11:44:36 AM 1 2 3 4:26:43 PM 4 1 5 11:44:56 AM 2 1 3 4:26:52 PM 4 2 6 11:45:33 AM 3 1 4 4:27:01 PM 4 3 7 TotalBehind Order Board Behind Order Board 10/19/2017 Prepared by National Data & Surveying Services Queue Study Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board Thursday Queue Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/19/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 11:45:36 AM 2 2 4 4:27:06 PM 4 4 8 11:45:50 AM 3 1 4 4:27:29 PM 3 4 7 11:46:20 AM 2 1 3 4:27:35 PM 3 5 8 11:46:38 AM 3 0 3 4:27:49 PM 4 4 8 11:46:47 AM 2 1 3 4:27:58 PM 3 4 7 11:47:02 AM 2 2 4 4:28:27 PM 3 5 8 11:47:22 AM 2 1 3 4:28:34 PM 4 4 8 11:47:51 AM 3 0 3 4:29:14 PM 4 3 7 11:48:00 AM 2 0 2 4:29:44 PM 4 2 6 11:48:46 AM 1 0 1 4:30:25 PM 5 1 6 11:50:58 AM 1 1 2 4:32:00 PM 4 2 6 11:51:31 AM 2 0 2 4:32:25 PM 5 1 6 11:51:40 AM 1 1 2 4:32:39 PM 4 1 5 11:52:13 AM 2 0 2 4:33:19 PM 5 0 5 11:52:42 AM 1 0 1 4:33:28 PM 4 0 4 11:53:19 AM 1 1 2 4:33:38 PM 4 1 5 11:53:40 AM 1 2 3 4:33:44 PM 4 2 6 11:53:51 AM 2 1 3 4:33:58 PM 4 3 7 11:54:32 AM 3 0 3 4:34:13 PM 5 2 7 11:55:01 AM 2 1 3 4:34:29 PM 4 2 6 11:55:17 AM 2 2 4 4:35:01 PM 4 3 7 11:55:34 AM 1 2 3 4:35:19 PM 4 2 6 11:56:04 AM 0 3 3 4:35:33 PM 4 3 7 11:56:10 AM 0 4 4 4:35:53 PM 4 3 7 11:56:42 AM 0 5 5 4:37:11 PM 3 3 6 11:57:30 AM 0 6 6 4:37:21 PM 4 2 6 11:57:42 AM 0 7 7 4:37:57 PM 4 1 5 11:58:03 AM 1 7 8 4:38:25 PM 5 0 5 11:58:39 AM 2 6 8 4:39:12 PM 4 0 4 11:59:08 AM 2 7 9 4:39:36 PM 4 1 5 11:59:17 AM 3 8 11 4:40:06 PM 4 0 4 11:59:40 AM 4 7 11 4:40:19 PM 4 1 5 12:00:00 PM 4 5 9 4:40:45 PM 3 2 5 12:00:18 PM 3 5 8 4:40:58 PM 3 3 6 12:00:29 PM 4 4 8 4:41:05 PM 4 2 6 12:00:48 PM 3 4 7 4:41:16 PM 4 3 7 12:00:58 PM 3 5 8 4:43:22 PM 4 3 7 12:02:07 PM 4 4 8 4:43:47 PM 4 4 8 12:02:12 PM 3 4 7 4:44:24 PM 4 5 9 12:02:32 PM 3 3 6 4:45:06 PM 4 5 9 12:03:07 PM 4 2 6 4:45:51 PM 3 4 7 12:03:55 PM 4 1 5 4:46:16 PM 4 3 7 12:04:05 PM 3 1 4 4:46:50 PM 3 3 6 12:04:37 PM 4 0 4 4:47:52 PM 3 4 7 12:04:56 PM 3 0 3 4:48:20 PM 2 4 6 12:05:18 PM 2 1 3 4:48:32 PM 3 3 6 12:05:56 PM 2 0 2 4:49:00 PM 3 2 5 12:06:03 PM 1 0 1 4:49:31 PM 3 3 6 12:06:23 PM 1 1 2 4:49:36 PM 3 4 7 12:07:03 PM 2 0 2 4:49:50 PM 4 3 7 12:07:11 PM 1 0 1 4:50:05 PM 3 3 6 12:08:24 PM 0 1 1 4:50:23 PM 2 3 5 12:08:51 PM 0 2 2 4:50:39 PM 3 2 5 12:09:00 PM 1 2 3 4:50:51 PM 2 2 4 12:09:43 PM 0 3 3 4:51:35 PM 3 2 5 12:10:08 PM 1 2 3 4:52:04 PM 3 3 6 12:10:41 PM 2 1 3 4:52:15 PM 3 4 7 12:11:14 PM 3 0 3 4:52:26 PM 4 4 8 12:11:29 PM 3 1 4 4:52:58 PM 4 3 7 12:12:12 PM 3 2 5 4:53:21 PM 3 3 6 12:12:29 PM 3 1 4 4:53:31 PM 4 2 6 12:12:44 PM 2 1 3 4:53:47 PM 3 2 5 12:12:58 PM 1 1 2 4:53:59 PM 3 3 6 12:13:06 PM 2 0 2 4:54:05 PM 4 2 6 12:13:14 PM 2 1 3 4:54:26 PM 3 2 5 12:13:29 PM 1 1 2 4:54:39 PM 2 3 5 12:14:11 PM 2 0 2 4:55:01 PM 3 2 5 Thursday Queue Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/19/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 12:14:18 PM 1 0 1 4:55:43 PM 3 1 4 12:16:09 PM 0 0 0 4:56:23 PM 3 0 3 12:16:29 PM 0 1 1 4:56:41 PM 3 1 4 12:16:36 PM 0 2 2 4:56:46 PM 3 2 5 12:16:43 PM 0 3 3 4:56:59 PM 2 2 4 12:17:12 PM 0 4 4 4:57:27 PM 3 2 5 12:17:36 PM 1 3 4 4:57:52 PM 2 2 4 12:17:49 PM 1 4 5 4:58:04 PM 3 2 5 12:18:00 PM 1 5 6 4:58:44 PM 2 2 4 12:18:07 PM 2 5 7 4:58:52 PM 3 1 4 12:18:30 PM 2 6 8 4:59:18 PM 3 0 3 12:18:43 PM 2 7 9 4:59:34 PM 3 1 4 12:19:05 PM 2 7 9 4:59:40 PM 3 2 5 12:19:16 PM 2 6 8 4:59:42 PM 3 3 6 12:19:49 PM 3 5 8 5:00:01 PM 3 2 5 12:20:20 PM 4 4 8 5:01:05 PM 4 1 5 12:20:37 PM 3 5 8 5:01:20 PM 3 1 4 12:21:10 PM 3 6 9 5:01:49 PM 4 0 4 12:21:31 PM 4 6 10 5:03:00 PM 3 1 4 12:21:52 PM 4 6 10 5:03:32 PM 4 0 4 12:22:30 PM 4 7 11 5:03:49 PM 3 0 3 12:22:42 PM 5 7 12 5:04:30 PM 3 1 4 12:23:31 PM 5 8 13 5:04:40 PM 3 2 5 12:24:12 PM 5 7 12 5:05:16 PM 3 1 4 12:24:33 PM 4 7 11 5:05:18 PM 3 2 5 12:25:01 PM 4 6 10 5:05:49 PM 4 2 6 12:25:19 PM 4 7 11 5:07:07 PM 4 2 6 12:26:09 PM 5 7 12 5:07:31 PM 5 1 6 12:26:35 PM 5 8 13 5:07:40 PM 4 2 6 12:27:00 PM 5 9 14 5:08:02 PM 3 2 5 12:27:08 PM 5 10 15 5:08:10 PM 4 1 5 12:28:02 PM 4 10 14 5:08:16 PM 4 2 6 12:28:23 PM 3 10 13 5:08:33 PM 4 3 7 12:28:34 PM 4 9 13 5:08:44 PM 5 2 7 12:29:14 PM 3 9 12 5:09:15 PM 4 2 6 12:30:22 PM 4 8 12 5:09:26 PM 4 3 7 12:30:43 PM 3 9 12 5:09:38 PM 4 2 6 12:30:51 PM 4 9 13 5:10:09 PM 4 1 5 12:30:59 PM 3 10 13 5:10:38 PM 5 0 5 12:31:33 PM 4 9 13 5:10:43 PM 5 1 6 12:31:47 PM 4 8 12 5:10:49 PM 5 2 7 12:32:13 PM 4 9 13 5:10:55 PM 4 2 6 12:32:42 PM 3 9 12 5:11:06 PM 4 3 7 12:33:38 PM 4 8 12 5:11:17 PM 5 3 8 12:33:43 PM 3 8 11 5:11:36 PM 5 2 7 12:34:02 PM 2 8 10 5:12:04 PM 4 2 6 12:34:36 PM 1 9 10 5:12:28 PM 3 2 5 12:35:03 PM 1 10 11 5:12:47 PM 4 2 6 12:35:26 PM 0 10 10 5:13:07 PM 4 1 5 12:35:52 PM 1 9 10 5:13:19 PM 3 1 4 12:36:31 PM 2 9 11 5:13:44 PM 4 1 5 12:37:06 PM 3 8 11 5:13:53 PM 3 1 4 12:37:38 PM 4 9 13 5:14:59 PM 4 0 4 12:37:52 PM 4 9 13 5:15:29 PM 4 1 5 12:38:02 PM 3 9 12 5:16:03 PM 3 2 5 12:38:32 PM 2 9 11 5:16:14 PM 3 1 4 12:38:44 PM 3 8 11 5:17:06 PM 4 1 5 12:39:23 PM 3 7 10 5:17:39 PM 3 1 4 12:39:50 PM 2 8 10 5:18:00 PM 4 1 5 12:40:19 PM 1 8 9 5:18:17 PM 3 1 4 12:40:35 PM 1 7 8 5:18:39 PM 3 2 5 12:41:09 PM 2 8 10 5:18:41 PM 2 2 4 12:41:16 PM 3 7 10 5:19:24 PM 3 1 4 12:41:42 PM 3 6 9 5:19:40 PM 3 2 5 12:42:46 PM 3 7 10 5:20:27 PM 4 1 5 12:43:08 PM 2 7 9 5:20:35 PM 3 2 5 12:43:26 PM 2 6 8 5:20:47 PM 2 3 5 Thursday Queue Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/19/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 12:43:53 PM 3 5 8 5:21:21 PM 2 4 6 12:44:39 PM 3 6 9 5:21:30 PM 2 5 7 12:44:43 PM 2 6 8 5:21:40 PM 3 4 7 12:44:57 PM 1 6 7 5:22:02 PM 4 3 7 12:45:15 PM 2 5 7 5:22:19 PM 3 3 6 12:45:29 PM 1 5 6 5:23:17 PM 4 2 6 12:45:46 PM 2 5 7 5:23:19 PM 3 2 5 12:46:04 PM 3 5 8 5:23:30 PM 3 3 6 12:46:18 PM 2 6 8 5:24:02 PM 4 2 6 12:46:42 PM 1 6 7 5:24:25 PM 3 2 5 12:46:56 PM 2 6 8 5:24:40 PM 2 3 5 12:47:09 PM 2 7 9 5:24:57 PM 3 2 5 12:47:37 PM 1 8 9 5:25:38 PM 3 3 6 12:48:10 PM 0 8 8 5:25:47 PM 3 3 6 12:48:44 PM 1 7 8 5:26:18 PM 3 4 7 12:49:18 PM 1 8 9 5:26:31 PM 4 5 9 12:49:30 PM 2 7 9 5:27:19 PM 4 4 8 12:50:06 PM 2 6 8 5:28:00 PM 3 4 7 12:50:25 PM 2 7 9 5:28:16 PM 4 3 7 12:50:36 PM 3 6 9 5:28:57 PM 4 2 6 12:50:45 PM 2 6 8 5:29:08 PM 4 3 7 12:51:09 PM 3 5 8 5:29:17 PM 4 4 8 12:51:21 PM 2 5 7 5:29:28 PM 5 3 8 12:51:41 PM 2 6 8 5:31:01 PM 5 4 9 12:51:48 PM 3 5 8 5:31:20 PM 5 5 10 12:52:22 PM 3 6 9 5:32:26 PM 5 4 9 12:52:29 PM 3 6 9 5:33:20 PM 4 4 8 12:52:43 PM 2 6 8 5:33:32 PM 5 3 8 12:52:50 PM 3 5 8 5:33:47 PM 5 2 7 12:53:13 PM 2 5 7 5:34:05 PM 4 3 7 12:53:23 PM 3 4 7 5:34:30 PM 3 3 6 12:54:08 PM 3 3 6 5:35:17 PM 4 2 6 12:54:28 PM 4 2 6 5:36:02 PM 5 1 6 12:54:52 PM 3 2 5 5:36:54 PM 5 2 7 12:55:06 PM 2 2 4 5:37:20 PM 5 3 8 12:55:21 PM 1 3 4 5:38:15 PM 4 2 6 12:55:46 PM 2 2 4 5:39:39 PM 4 1 5 12:56:12 PM 3 1 4 5:39:58 PM 4 2 6 12:57:32 PM 3 2 5 5:40:33 PM 5 1 6 12:57:42 PM 4 3 7 5:40:55 PM 4 1 5 12:58:11 PM 3 3 6 5:42:02 PM 4 2 6 12:58:27 PM 2 3 5 5:42:10 PM 4 3 7 12:58:36 PM 3 2 5 5:42:13 PM 4 4 8 12:58:47 PM 3 3 6 5:42:31 PM 4 3 7 12:59:08 PM 4 2 6 5:42:51 PM 4 4 8 12:59:16 PM 3 2 5 5:43:39 PM 4 3 7 1:00:07 PM 4 1 5 5:43:57 PM 3 4 7 1:00:15 PM 3 2 5 5:44:08 PM 3 5 8 1:00:33 PM 4 1 5 5:44:39 PM 4 4 8 1:00:52 PM 3 1 4 5:44:49 PM 3 4 7 1:01:03 PM 4 0 4 5:45:01 PM 3 5 8 1:01:10 PM 4 1 5 5:45:17 PM 3 6 9 1:01:43 PM 5 0 5 5:47:23 PM 4 6 10 1:02:21 PM 4 0 4 5:47:49 PM 3 7 10 1:02:42 PM 3 0 3 5:48:09 PM 4 6 10 1:03:24 PM 2 1 3 5:48:56 PM 3 7 10 1:03:51 PM 3 0 3 5:50:01 PM 4 8 12 1:04:34 PM 3 1 4 5:51:02 PM 5 8 13 1:04:39 PM 3 2 5 5:51:32 PM 5 8 13 1:05:09 PM 3 3 6 5:52:01 PM 5 7 12 1:05:18 PM 3 4 7 5:53:08 PM 5 6 11 1:05:30 PM 4 3 7 5:53:54 PM 5 6 11 1:05:39 PM 4 4 8 5:54:40 PM 5 6 11 1:05:51 PM 3 4 7 5:55:46 PM 5 6 11 1:06:06 PM 4 3 7 5:56:11 PM 4 7 11 1:06:28 PM 3 3 6 5:56:44 PM 5 6 11 1:07:41 PM 2 3 5 5:56:57 PM 5 6 11 Thursday Queue Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/19/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 1:08:02 PM 3 2 5 5:57:48 PM 5 7 12 1:08:23 PM 4 2 6 5:58:06 PM 5 6 11 1:08:36 PM 4 3 7 5:58:22 PM 4 6 10 1:09:07 PM 4 2 6 5:59:14 PM 5 6 11 1:09:40 PM 4 3 7 6:00:00 PM 4 7 11 1:10:25 PM 5 2 7 6:00:09 PM 5 6 11 1:10:41 PM 4 1 5 6:01:23 PM 5 6 11 1:10:49 PM 3 1 4 6:02:01 PM 5 6 11 1:11:19 PM 4 0 4 6:02:33 PM 5 5 10 1:12:40 PM 4 1 5 6:03:40 PM 5 4 9 1:12:51 PM 3 1 4 6:04:39 PM 4 5 9 1:12:57 PM 3 2 5 6:05:14 PM 3 6 9 1:13:33 PM 4 1 5 6:05:30 PM 3 5 8 1:13:59 PM 3 1 4 6:06:44 PM 2 5 7 1:14:16 PM 4 1 5 6:06:55 PM 3 5 8 1:14:28 PM 3 1 4 6:07:39 PM 2 6 8 1:14:34 PM 3 2 5 6:07:56 PM 2 7 9 1:14:41 PM 3 3 6 6:08:39 PM 3 6 9 1:14:56 PM 3 4 7 6:08:51 PM 3 5 8 1:15:40 PM 4 3 7 6:09:31 PM 4 4 8 1:15:47 PM 4 4 8 6:09:42 PM 4 5 9 1:16:06 PM 5 3 8 6:10:38 PM 4 6 10 1:16:18 PM 5 4 9 6:11:19 PM 4 5 9 1:16:23 PM 5 5 10 6:12:09 PM 3 5 8 1:16:43 PM 5 5 10 6:12:44 PM 3 4 7 1:17:19 PM 5 5 10 6:13:15 PM 3 3 6 1:17:34 PM 4 5 9 6:13:54 PM 4 3 7 1:17:49 PM 4 4 8 6:14:28 PM 3 3 6 1:18:25 PM 5 3 8 6:14:52 PM 4 3 7 1:18:37 PM 5 2 7 6:15:09 PM 4 4 8 1:18:58 PM 5 1 6 6:15:35 PM 4 5 9 1:19:33 PM 5 0 5 6:15:42 PM 4 6 10 1:19:53 PM 5 1 6 6:15:59 PM 4 6 10 1:20:07 PM 4 1 5 6:16:28 PM 3 7 10 1:20:28 PM 5 0 5 6:16:51 PM 2 8 10 1:20:48 PM 4 0 4 6:17:03 PM 3 7 10 1:21:03 PM 4 1 5 6:17:49 PM 2 7 9 1:21:09 PM 3 2 5 6:18:40 PM 3 6 9 1:21:42 PM 4 1 5 6:19:02 PM 3 5 8 1:21:54 PM 3 2 5 6:19:10 PM 3 6 9 1:22:37 PM 2 3 5 6:19:38 PM 3 7 10 1:22:51 PM 3 2 5 6:19:46 PM 4 6 10 1:22:58 PM 2 2 4 6:20:15 PM 5 5 10 1:23:34 PM 3 1 4 6:20:31 PM 5 6 11 1:23:53 PM 3 2 5 6:20:40 PM 5 7 12 1:24:01 PM 2 2 4 6:21:23 PM 5 7 12 1:24:23 PM 3 1 4 6:21:32 PM 4 7 11 1:24:54 PM 4 0 4 6:22:18 PM 4 7 11 1:25:17 PM 4 1 5 6:22:58 PM 5 7 12 1:25:50 PM 3 1 4 6:23:35 PM 4 8 12 1:26:13 PM 2 1 3 6:24:13 PM 3 8 11 1:26:21 PM 3 0 3 6:24:38 PM 4 8 12 1:27:14 PM 3 1 4 6:25:17 PM 5 8 13 1:27:23 PM 3 2 5 6:26:30 PM 4 7 11 1:28:29 PM 3 3 6 6:26:49 PM 4 8 12 1:28:30 PM 4 2 6 6:27:22 PM 3 9 12 1:28:38 PM 5 1 6 6:28:28 PM 3 10 13 1:29:53 PM 5 0 5 6:29:01 PM 4 9 13 1:30:22 PM 5 1 6 6:29:10 PM 5 8 13 1:30:46 PM 5 0 5 6:29:23 PM 5 7 12 1:32:09 PM 4 0 4 6:30:26 PM 5 6 11 1:32:11 PM 3 0 3 6:31:09 PM 5 6 11 1:32:27 PM 2 0 2 6:32:38 PM 5 6 11 1:32:40 PM 1 0 1 6:33:17 PM 5 7 12 1:32:45 PM 0 1 1 6:33:27 PM 5 6 11 1:33:00 PM 0 2 2 6:33:43 PM 4 6 10 1:33:11 PM 1 1 2 6:34:05 PM 5 6 11 Thursday Queue Locations:17-1215-001 Day:Thursday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/19/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 1:34:14 PM 2 0 2 6:34:22 PM 5 7 12 1:34:36 PM 1 0 1 6:35:23 PM 5 6 11 1:35:49 PM 1 1 2 6:35:51 PM 5 7 12 1:36:10 PM 1 2 3 6:36:25 PM 5 7 12 1:36:32 PM 2 1 3 6:36:35 PM 5 8 13 1:37:29 PM 2 0 2 6:36:49 PM 4 8 12 1:38:26 PM 2 1 3 6:37:17 PM 5 8 13 1:39:04 PM 1 1 2 6:37:38 PM 5 9 14 1:39:38 PM 0 1 1 6:38:25 PM 4 9 13 1:39:56 PM 1 0 1 6:39:15 PM 5 8 13 1:41:11 PM 0 1 1 6:39:51 PM 4 8 12 1:42:01 PM 1 0 1 6:40:14 PM 4 7 11 1:42:14 PM 1 1 2 6:40:27 PM 4 6 10 1:42:20 PM 1 2 3 6:40:41 PM 3 6 9 1:43:10 PM 2 1 3 6:41:36 PM 4 5 9 1:43:24 PM 2 2 4 6:41:59 PM 4 6 10 1:43:33 PM 3 1 4 6:42:10 PM 5 5 10 1:43:41 PM 3 2 5 6:42:21 PM 4 5 9 1:43:49 PM 3 3 6 6:42:35 PM 4 6 10 1:44:43 PM 2 3 5 6:42:54 PM 4 5 9 1:44:46 PM 2 3 5 6:43:10 PM 4 6 10 1:45:07 PM 1 3 4 6:43:41 PM 5 6 11 1:46:33 PM 2 2 4 6:44:04 PM 5 7 12 1:47:15 PM 2 1 3 6:44:44 PM 5 6 11 1:47:49 PM 3 0 3 6:45:11 PM 4 7 11 1:48:26 PM 3 1 4 6:45:42 PM 4 6 10 1:49:08 PM 4 0 4 6:46:00 PM 5 7 12 1:49:24 PM 3 0 3 6:46:52 PM 4 8 12 1:49:35 PM 2 0 2 6:47:01 PM 5 8 13 1:49:44 PM 2 1 3 6:48:12 PM 4 7 11 1:49:55 PM 2 2 4 6:48:48 PM 4 7 11 1:50:26 PM 2 1 3 6:49:10 PM 5 8 13 1:50:45 PM 1 1 2 6:49:51 PM 5 8 13 1:50:59 PM 2 0 2 6:50:23 PM 5 8 13 1:51:18 PM 2 1 3 6:51:03 PM 5 9 14 1:51:35 PM 3 1 4 6:51:53 PM 5 9 14 1:52:12 PM 2 2 4 6:52:45 PM 5 9 14 1:52:47 PM 1 2 3 6:53:19 PM 4 10 14 1:53:02 PM 1 3 4 6:54:04 PM 4 9 13 1:53:23 PM 2 2 4 6:54:11 PM 3 10 13 1:53:33 PM 1 2 3 6:55:15 PM 4 10 14 1:53:47 PM 2 1 3 6:55:55 PM 5 9 14 1:54:39 PM 3 0 3 6:56:16 PM 4 9 13 1:54:48 PM 3 1 4 6:57:50 PM 4 9 13 1:54:52 PM 2 2 4 6:58:39 PM 5 9 14 1:55:37 PM 2 1 3 6:59:01 PM 5 9 14 1:55:54 PM 3 0 3 6:59:33 PM 4 9 13 1:56:17 PM 3 1 4 7:00:30 PM 3 9 12 1:56:45 PM 4 1 5 1:56:59 PM 5 0 5 1:57:53 PM 5 1 6 1:58:21 PM 4 1 5 1:58:30 PM 4 2 6 1:58:38 PM 3 2 5 1:58:50 PM 3 1 4 1:59:06 PM 2 1 3 1:59:15 PM 1 1 2 1:59:19 PM 2 0 2 1:59:59 PM 1 0 1 Thursday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: 11:00:00 AM 1 0 1 4:00:00 PM 3 6 9 11:00:27 AM 0 0 0 4:00:28 PM 2 6 8 11:00:45 AM 0 1 1 4:00:52 PM 3 6 9 11:01:10 AM 1 2 3 4:01:09 PM 4 7 11 11:01:47 AM 2 1 3 4:01:43 PM 3 7 10 11:02:30 AM 2 2 4 4:02:24 PM 4 6 10 11:02:50 AM 2 3 5 4:02:34 PM 3 6 9 11:02:55 AM 2 2 4 4:02:54 PM 3 5 8 11:03:34 AM 3 1 4 4:03:19 PM 2 4 6 11:04:10 AM 2 1 3 4:03:57 PM 3 3 6 11:04:57 AM 2 2 4 4:04:10 PM 2 4 6 11:05:12 AM 3 1 4 4:04:42 PM 3 3 6 11:05:30 AM 3 2 5 4:04:56 PM 2 4 6 11:06:08 AM 2 1 3 4:05:26 PM 3 3 6 11:06:27 AM 3 1 4 4:05:43 PM 2 3 5 11:06:38 AM 4 0 4 4:06:10 PM 1 3 4 11:07:19 AM 4 1 5 4:06:15 PM 2 2 4 11:08:13 AM 5 0 5 4:06:49 PM 3 1 4 11:09:33 AM 4 0 4 4:07:23 PM 4 0 4 11:10:11 AM 3 0 3 4:07:35 PM 4 1 5 11:10:56 AM 2 0 2 4:07:49 PM 4 2 6 11:11:19 AM 1 0 1 4:08:20 PM 5 1 6 11:11:51 AM 1 1 2 4:08:40 PM 5 2 7 11:12:54 AM 2 0 2 4:09:03 PM 4 2 6 11:12:59 AM 1 0 1 4:09:22 PM 5 3 8 11:14:55 AM 1 1 2 4:09:44 PM 4 3 7 11:15:26 AM 0 1 1 4:09:58 PM 3 3 6 11:15:55 AM 1 0 1 4:10:35 PM 2 3 5 11:17:49 AM 0 1 1 4:10:45 PM 3 3 6 11:17:52 AM 1 0 1 4:11:24 PM 2 3 5 11:17:59 AM 1 1 2 4:11:30 PM 3 2 5 11:19:18 AM 0 1 1 4:11:58 PM 2 3 5 11:20:41 AM 1 2 3 4:12:18 PM 1 3 4 11:21:15 AM 2 1 3 4:12:27 PM 2 3 5 11:21:46 AM 3 0 3 4:12:44 PM 3 2 5 11:22:10 AM 3 1 4 4:13:12 PM 4 1 5 11:22:32 AM 3 0 3 4:14:17 PM 4 0 4 11:23:06 AM 2 0 2 4:14:56 PM 3 0 3 11:23:25 AM 1 0 1 4:15:07 PM 3 1 4 11:23:41 AM 0 0 0 4:15:51 PM 2 1 3 11:27:18 AM 0 1 1 4:16:10 PM 2 2 4 11:28:47 AM 1 0 1 4:16:25 PM 2 3 5 11:29:18 AM 1 1 2 4:16:41 PM 3 2 5 11:29:34 AM 1 2 3 4:17:02 PM 4 1 5 11:29:52 AM 1 1 2 4:17:34 PM 5 0 5 11:30:27 AM 2 1 3 4:18:10 PM 5 1 6 11:30:59 AM 2 0 2 4:18:20 PM 4 1 5 11:31:40 AM 1 0 1 4:18:46 PM 4 2 6 11:31:58 AM 0 0 0 4:19:00 PM 3 2 5 11:32:35 AM 0 2 2 4:19:19 PM 4 1 5 11:34:45 AM 1 1 2 4:19:39 PM 3 1 4 11:35:00 AM 2 3 5 4:19:49 PM 3 2 5 11:35:36 AM 1 3 4 4:20:07 PM 4 1 5 11:35:55 AM 2 2 4 4:20:19 PM 3 2 5 11:36:12 AM 1 2 3 4:20:50 PM 4 1 5 11:36:28 AM 1 3 4 4:21:01 PM 3 1 4 11:36:45 AM 2 3 5 4:21:09 PM 3 2 5 TotalBehind Order Board Behind Order Board 10/14/2017 Prepared by National Data & Surveying Services Queue Study Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 11:37:05 AM 1 3 4 4:21:25 PM 3 3 6 11:37:32 AM 1 6 7 4:22:07 PM 4 2 6 11:38:45 AM 0 6 6 4:22:19 PM 3 2 5 11:39:26 AM 1 7 8 4:22:45 PM 4 1 5 11:39:59 AM 2 7 9 4:23:04 PM 5 0 5 11:41:04 AM 1 11 12 4:23:22 PM 5 1 6 11:41:24 AM 2 8 10 4:24:17 PM 4 1 5 11:42:05 AM 3 5 8 4:24:48 PM 5 0 5 11:43:12 AM 3 5 8 4:25:28 PM 4 0 4 11:44:20 AM 2 6 8 4:26:46 PM 3 0 3 11:44:47 AM 2 5 7 4:26:58 PM 3 1 4 11:45:28 AM 3 6 9 4:27:37 PM 2 1 3 11:45:46 AM 2 6 8 4:28:33 PM 3 0 3 11:45:51 AM 3 6 9 4:28:44 PM 2 0 2 11:46:29 AM 4 7 11 4:29:43 PM 1 0 1 11:46:55 AM 3 7 10 4:30:14 PM 0 0 0 11:47:12 AM 4 8 12 4:31:46 PM 0 1 1 11:48:16 AM 5 7 12 4:31:48 PM 0 2 2 11:48:26 AM 4 7 11 4:32:31 PM 1 1 2 11:49:14 AM 5 4 9 4:33:38 PM 2 0 2 11:49:28 AM 4 4 8 4:33:51 PM 1 0 1 11:49:57 AM 5 3 8 4:34:27 PM 1 1 2 11:50:59 AM 5 4 9 4:34:58 PM 2 0 2 11:52:11 AM 5 5 10 4:35:08 PM 1 0 1 11:52:51 AM 5 4 9 4:35:58 PM 0 0 0 11:53:21 AM 4 3 7 4:36:08 PM 0 1 1 11:54:19 AM 3 4 7 4:37:40 PM 1 1 2 11:54:37 AM 3 3 6 4:38:17 PM 2 0 2 11:54:57 AM 3 2 5 4:39:21 PM 2 1 3 11:55:28 AM 3 2 5 4:40:02 PM 3 0 3 11:55:48 AM 3 3 6 4:40:12 PM 2 0 2 11:56:24 AM 2 3 5 4:40:23 PM 2 1 3 11:56:41 AM 3 3 6 4:40:34 PM 1 1 2 11:56:59 AM 2 2 4 4:40:44 PM 1 2 3 11:57:23 AM 2 4 6 4:40:57 PM 2 1 3 11:57:42 AM 1 4 5 4:41:20 PM 3 0 3 11:57:59 AM 2 3 5 4:41:32 PM 2 1 3 11:58:16 AM 2 4 6 4:41:46 PM 1 1 2 11:58:31 AM 1 4 5 4:42:15 PM 2 0 2 11:58:41 AM 2 3 5 4:42:41 PM 1 0 1 11:58:59 AM 2 5 7 4:43:02 PM 0 0 0 11:59:09 AM 1 6 7 4:43:13 PM 0 1 1 11:59:35 AM 2 5 7 4:43:28 PM 1 1 2 12:00:21 PM 2 4 6 4:44:25 PM 1 2 3 12:01:04 PM 3 3 6 4:44:40 PM 1 3 4 12:01:29 PM 4 2 6 4:44:56 PM 0 4 4 12:01:39 PM 3 2 5 4:45:25 PM 1 4 5 12:02:00 PM 4 1 5 4:45:59 PM 1 4 5 12:02:15 PM 3 1 4 4:46:20 PM 1 5 6 12:02:34 PM 3 2 5 4:46:32 PM 2 4 6 12:02:49 PM 4 1 5 4:46:52 PM 2 4 6 12:03:15 PM 3 1 4 4:47:28 PM 1 4 5 12:03:27 PM 2 3 5 4:48:26 PM 2 3 5 12:03:38 PM 3 2 5 4:48:36 PM 1 5 6 12:04:01 PM 4 1 5 4:49:44 PM 2 6 8 12:04:40 PM 3 0 3 4:50:19 PM 1 6 7 12:05:30 PM 3 2 5 4:50:46 PM 0 6 6 12:05:45 PM 2 2 4 4:51:12 PM 1 5 6 12:06:15 PM 2 1 3 4:51:56 PM 2 4 6 12:06:35 PM 1 2 3 4:52:42 PM 3 4 7 12:06:46 PM 2 1 3 4:53:21 PM 4 3 7 12:07:10 PM 2 2 4 4:53:42 PM 4 2 6 Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 12:07:32 PM 3 1 4 4:54:24 PM 3 2 5 12:07:50 PM 3 2 5 4:54:53 PM 3 1 4 12:08:00 PM 2 2 4 4:55:39 PM 3 0 3 12:08:15 PM 3 2 5 4:55:53 PM 3 1 4 12:08:40 PM 2 3 5 4:56:06 PM 2 1 3 12:08:50 PM 1 5 6 4:56:21 PM 3 0 3 12:09:44 PM 1 4 5 4:56:32 PM 3 1 4 12:10:09 PM 1 4 5 4:56:47 PM 3 2 5 12:11:02 PM 2 3 5 4:57:17 PM 3 3 6 12:11:21 PM 3 2 5 4:57:57 PM 3 2 5 12:11:32 PM 4 1 5 4:58:21 PM 4 1 5 12:11:47 PM 3 2 5 4:59:03 PM 3 1 4 12:12:42 PM 4 1 5 4:59:32 PM 3 2 5 12:13:22 PM 3 3 6 4:59:48 PM 2 2 4 12:13:49 PM 2 3 5 5:00:01 PM 3 1 4 12:13:57 PM 2 2 4 5:00:40 PM 2 1 3 12:14:21 PM 3 2 5 5:01:08 PM 3 0 3 12:14:30 PM 2 2 4 5:01:29 PM 2 0 2 12:14:51 PM 1 2 3 5:01:38 PM 2 1 3 12:15:08 PM 1 3 4 5:01:52 PM 2 2 4 12:15:22 PM 1 4 5 5:02:27 PM 2 3 5 12:15:42 PM 1 4 5 5:02:43 PM 1 4 5 12:15:55 PM 1 4 5 5:03:24 PM 2 4 6 12:16:37 PM 2 4 6 5:04:00 PM 1 4 5 12:16:57 PM 1 4 5 5:04:34 PM 2 3 5 12:17:18 PM 2 3 5 5:04:55 PM 2 4 6 12:17:37 PM 1 3 4 5:05:44 PM 3 4 7 12:18:04 PM 1 4 5 5:05:49 PM 3 4 7 12:18:27 PM 2 3 5 5:06:16 PM 2 4 6 12:19:07 PM 1 4 5 5:06:51 PM 2 3 5 12:19:27 PM 0 4 4 5:06:59 PM 1 4 5 12:19:40 PM 1 3 4 5:07:10 PM 2 4 6 12:20:01 PM 2 2 4 5:07:30 PM 3 3 6 12:20:43 PM 2 2 4 5:08:48 PM 3 4 7 12:21:01 PM 3 1 4 5:08:58 PM 2 4 6 12:21:36 PM 4 0 4 5:09:11 PM 3 3 6 12:21:51 PM 3 0 3 5:09:25 PM 3 4 7 12:22:10 PM 2 0 2 5:09:51 PM 3 4 7 12:22:24 PM 2 1 3 5:10:15 PM 2 4 6 12:22:33 PM 1 2 3 5:10:39 PM 3 3 6 12:22:49 PM 2 1 3 5:11:10 PM 2 3 5 12:23:12 PM 2 2 4 5:11:40 PM 1 4 5 12:23:21 PM 2 1 3 5:12:03 PM 2 3 5 12:23:41 PM 2 2 4 5:12:16 PM 3 3 6 12:23:51 PM 2 3 5 5:13:12 PM 2 5 7 12:23:59 PM 2 2 4 5:14:24 PM 2 7 9 12:24:36 PM 3 1 4 5:14:50 PM 3 6 9 12:24:52 PM 2 1 3 5:15:13 PM 3 6 9 12:25:38 PM 1 2 3 5:15:25 PM 2 5 7 12:26:13 PM 1 1 2 5:16:16 PM 3 4 7 12:26:24 PM 1 2 3 5:17:12 PM 4 5 9 12:26:39 PM 2 2 4 5:18:13 PM 3 7 10 12:27:27 PM 3 1 4 5:18:29 PM 2 7 9 12:28:11 PM 4 1 5 5:18:39 PM 3 5 8 12:28:23 PM 3 3 6 5:18:59 PM 3 7 10 12:28:37 PM 2 3 5 5:19:15 PM 4 6 10 12:29:25 PM 2 2 4 5:19:27 PM 4 8 12 12:29:39 PM 2 3 5 5:19:41 PM 4 5 9 12:29:54 PM 3 2 5 5:20:30 PM 3 7 10 12:30:14 PM 2 3 5 5:20:42 PM 4 7 11 12:30:48 PM 1 4 5 5:21:04 PM 3 8 11 12:31:15 PM 0 4 4 5:21:42 PM 4 7 11 Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 12:31:26 PM 1 4 5 5:21:54 PM 3 7 10 12:32:06 PM 2 3 5 5:22:08 PM 4 8 12 12:33:10 PM 1 3 4 5:22:35 PM 3 7 10 12:33:40 PM 2 3 5 5:22:46 PM 4 7 11 12:35:10 PM 2 4 6 5:23:06 PM 3 9 12 12:35:32 PM 3 4 7 5:23:18 PM 4 8 12 12:35:51 PM 2 5 7 5:24:13 PM 5 7 12 12:36:22 PM 2 5 7 5:24:28 PM 4 8 12 12:36:50 PM 2 6 8 5:24:56 PM 5 7 12 12:37:17 PM 1 6 7 5:25:11 PM 4 6 10 12:37:44 PM 2 6 8 5:25:28 PM 3 6 9 12:38:50 PM 1 7 8 5:25:46 PM 4 7 11 12:39:07 PM 2 9 11 5:26:10 PM 3 7 10 12:39:34 PM 2 7 9 5:26:35 PM 4 6 10 12:40:41 PM 3 8 11 5:26:51 PM 3 6 9 12:40:57 PM 3 9 12 5:27:02 PM 2 7 9 12:41:21 PM 2 9 11 5:27:53 PM 3 8 11 12:41:38 PM 3 10 13 5:28:25 PM 2 8 10 12:42:17 PM 2 10 12 5:28:46 PM 1 8 9 12:42:36 PM 3 9 12 5:29:17 PM 2 6 8 12:42:50 PM 2 10 12 5:29:38 PM 3 4 7 12:43:21 PM 1 9 10 5:30:00 PM 4 4 8 12:43:41 PM 2 8 10 5:30:11 PM 3 4 7 12:44:21 PM 2 5 7 5:30:38 PM 4 3 7 12:44:44 PM 3 5 8 5:31:19 PM 3 3 6 12:45:20 PM 2 5 7 5:31:43 PM 4 2 6 12:45:46 PM 3 6 9 5:31:56 PM 4 3 7 12:46:22 PM 2 6 8 5:32:24 PM 2 4 6 12:46:56 PM 2 6 8 5:32:37 PM 3 4 7 12:47:48 PM 3 5 8 5:33:09 PM 2 5 7 12:48:11 PM 4 4 8 5:34:07 PM 3 3 6 12:48:32 PM 3 9 12 5:34:29 PM 3 4 7 12:48:49 PM 4 7 11 5:35:42 PM 2 4 6 12:49:24 PM 4 4 8 5:36:06 PM 1 5 6 12:50:08 PM 4 4 8 5:36:47 PM 2 6 8 12:50:55 PM 3 4 7 5:37:35 PM 2 5 7 12:51:43 PM 4 6 10 5:38:30 PM 3 8 11 12:51:57 PM 3 7 10 5:39:02 PM 3 5 8 12:52:18 PM 3 6 9 5:39:37 PM 3 3 6 12:52:55 PM 2 6 8 5:40:01 PM 2 3 5 12:52:59 PM 3 6 9 5:40:23 PM 2 2 4 12:53:48 PM 2 6 8 5:40:38 PM 2 3 5 12:54:00 PM 3 6 9 5:41:17 PM 3 2 5 12:54:32 PM 4 5 9 5:42:03 PM 4 1 5 12:55:21 PM 5 7 12 5:42:30 PM 4 0 4 12:55:40 PM 4 7 11 5:43:07 PM 3 0 3 12:55:56 PM 3 8 11 5:43:30 PM 2 0 2 12:56:16 PM 3 6 9 5:45:15 PM 1 0 1 12:56:45 PM 2 6 8 5:45:45 PM 0 0 0 12:57:06 PM 3 6 9 5:46:42 PM 0 1 1 12:57:44 PM 2 6 8 5:47:10 PM 0 2 2 12:57:59 PM 3 7 10 5:47:24 PM 0 3 3 12:58:25 PM 4 8 12 5:47:58 PM 1 2 3 12:59:01 PM 4 8 12 5:48:14 PM 1 3 4 12:59:24 PM 3 8 11 5:48:38 PM 2 3 5 1:00:19 PM 4 10 14 5:49:08 PM 3 4 7 1:00:28 PM 3 10 13 5:49:32 PM 2 4 6 1:00:47 PM 2 7 9 5:50:04 PM 1 6 7 1:01:06 PM 3 7 10 5:50:19 PM 2 5 7 1:01:34 PM 3 4 7 5:50:38 PM 2 7 9 1:02:14 PM 4 3 7 5:50:50 PM 1 6 7 1:02:33 PM 3 3 6 5:51:18 PM 2 6 8 Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 1:02:59 PM 4 4 8 5:51:55 PM 3 6 9 1:03:17 PM 5 4 9 5:52:42 PM 4 8 12 1:03:58 PM 4 5 9 5:53:21 PM 5 8 13 1:04:15 PM 5 4 9 5:55:28 PM 4 6 10 1:04:34 PM 4 4 8 5:56:58 PM 5 6 11 1:04:48 PM 3 4 7 5:57:18 PM 4 6 10 1:05:07 PM 5 3 8 5:57:49 PM 5 7 12 1:05:42 PM 4 3 7 5:58:22 PM 5 6 11 1:06:08 PM 3 4 7 5:58:59 PM 4 6 10 1:06:21 PM 3 4 7 5:59:30 PM 5 7 12 1:06:59 PM 2 4 6 5:59:49 PM 4 6 10 1:07:25 PM 1 4 5 6:00:23 PM 5 6 11 1:07:47 PM 2 4 6 6:01:35 PM 4 5 9 1:08:06 PM 1 4 5 6:02:06 PM 3 5 8 1:08:21 PM 2 3 5 6:02:20 PM 4 5 9 1:08:38 PM 3 3 6 6:02:47 PM 3 6 9 1:09:13 PM 2 3 5 6:03:27 PM 4 6 10 1:09:39 PM 1 3 4 6:03:58 PM 3 5 8 1:09:59 PM 2 5 7 6:04:10 PM 2 5 7 1:10:27 PM 3 4 7 6:04:19 PM 2 4 6 1:10:40 PM 2 4 6 6:05:26 PM 3 5 8 1:10:58 PM 3 4 7 6:05:56 PM 2 5 7 1:11:11 PM 2 5 7 6:06:34 PM 3 4 7 1:11:49 PM 3 4 7 6:07:01 PM 4 3 7 1:12:21 PM 2 5 7 6:07:37 PM 5 2 7 1:12:55 PM 2 4 6 6:08:41 PM 5 3 8 1:13:40 PM 3 5 8 6:08:49 PM 5 4 9 1:14:00 PM 2 5 7 6:09:48 PM 4 7 11 1:14:10 PM 3 4 7 6:09:59 PM 5 6 11 1:14:30 PM 2 5 7 6:10:26 PM 4 5 9 1:14:37 PM 3 4 7 6:10:42 PM 5 7 12 1:14:55 PM 2 3 5 6:11:15 PM 4 7 11 1:15:29 PM 2 4 6 6:11:28 PM 4 7 11 1:15:52 PM 1 4 5 6:11:54 PM 3 7 10 1:16:06 PM 2 3 5 6:12:12 PM 4 6 10 1:16:22 PM 2 4 6 6:12:35 PM 4 6 10 1:16:35 PM 1 5 6 6:12:51 PM 3 5 8 1:17:15 PM 0 5 5 6:13:11 PM 3 5 8 1:17:39 PM 1 5 6 6:13:28 PM 2 5 7 1:18:05 PM 2 4 6 6:13:48 PM 3 3 6 1:18:30 PM 3 4 7 6:14:49 PM 4 3 7 1:18:49 PM 3 4 7 6:15:04 PM 3 2 5 1:19:42 PM 4 5 9 6:15:17 PM 3 3 6 1:20:13 PM 3 5 8 6:15:28 PM 2 2 4 1:20:37 PM 5 4 9 6:15:39 PM 3 3 6 1:20:57 PM 4 4 8 6:15:52 PM 3 5 8 1:21:12 PM 3 7 10 6:16:10 PM 3 4 7 1:22:19 PM 3 5 8 6:16:33 PM 4 4 8 1:22:45 PM 2 5 7 6:16:53 PM 5 6 11 1:22:59 PM 3 6 9 6:17:22 PM 5 6 11 1:23:37 PM 2 7 9 6:17:37 PM 5 8 13 1:23:51 PM 3 6 9 6:17:52 PM 4 8 12 1:24:11 PM 3 5 8 6:18:04 PM 5 5 10 1:24:22 PM 2 7 9 6:18:23 PM 5 6 11 1:24:58 PM 1 8 9 6:19:57 PM 5 6 11 1:25:14 PM 2 6 8 6:20:48 PM 5 5 10 1:25:41 PM 2 5 7 6:21:15 PM 4 5 9 1:25:58 PM 3 4 7 6:21:36 PM 3 5 8 1:26:13 PM 2 6 8 6:21:44 PM 4 5 9 1:27:01 PM 3 5 8 6:21:59 PM 4 5 9 1:27:13 PM 2 4 6 6:22:13 PM 4 4 8 1:27:34 PM 1 4 5 6:22:29 PM 3 4 7 Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 1:28:20 PM 2 4 6 6:22:46 PM 3 4 7 1:28:42 PM 2 5 7 6:23:10 PM 4 4 8 1:28:59 PM 3 4 7 6:23:27 PM 4 5 9 1:29:33 PM 4 4 8 6:23:43 PM 5 5 10 1:29:47 PM 3 4 7 6:24:01 PM 5 5 10 1:30:33 PM 4 3 7 6:24:40 PM 4 5 9 1:30:48 PM 3 3 6 6:24:48 PM 5 5 10 1:31:26 PM 3 4 7 6:25:30 PM 4 5 9 1:31:45 PM 4 3 7 6:25:46 PM 5 7 12 1:32:02 PM 3 3 6 6:25:58 PM 4 7 11 1:32:37 PM 4 2 6 6:26:10 PM 3 7 10 1:32:51 PM 3 2 5 6:26:30 PM 2 7 9 1:33:09 PM 3 1 4 6:26:41 PM 3 5 8 1:33:36 PM 3 2 5 6:27:08 PM 2 5 7 1:33:46 PM 4 2 6 6:27:50 PM 1 4 5 1:34:13 PM 4 3 7 6:28:17 PM 2 4 6 1:34:25 PM 4 4 8 6:29:19 PM 1 4 5 1:34:43 PM 5 4 9 6:30:01 PM 2 3 5 1:35:03 PM 5 5 10 6:30:10 PM 3 3 6 1:35:30 PM 4 4 8 6:30:32 PM 4 3 7 1:36:12 PM 4 3 7 6:31:00 PM 3 3 6 1:36:41 PM 3 3 6 6:31:12 PM 4 2 6 1:37:03 PM 2 3 5 6:31:44 PM 4 3 7 1:37:20 PM 3 4 7 6:31:56 PM 5 3 8 1:38:01 PM 4 3 7 6:32:13 PM 4 3 7 1:38:15 PM 5 4 9 6:32:21 PM 5 2 7 1:38:38 PM 5 5 10 6:32:43 PM 4 2 6 1:39:40 PM 4 5 9 6:32:54 PM 4 3 7 1:40:14 PM 5 4 9 6:33:16 PM 3 3 6 1:40:33 PM 4 4 8 6:33:30 PM 4 2 6 1:40:43 PM 4 5 9 6:33:38 PM 3 1 4 1:41:01 PM 5 4 9 6:33:52 PM 3 2 5 1:41:17 PM 4 3 7 6:34:17 PM 2 2 4 1:41:30 PM 3 2 5 6:34:42 PM 3 2 5 1:42:00 PM 3 3 6 6:35:01 PM 2 2 4 1:42:30 PM 2 3 5 6:35:19 PM 1 2 3 1:42:35 PM 3 4 7 6:35:29 PM 2 1 3 1:43:11 PM 2 4 6 6:35:43 PM 2 2 4 1:43:38 PM 3 3 6 6:35:55 PM 2 3 5 1:43:52 PM 2 3 5 6:36:28 PM 3 2 5 1:44:49 PM 3 2 5 6:36:42 PM 3 3 6 1:45:00 PM 3 3 6 6:36:54 PM 4 2 6 1:46:30 PM 3 4 7 6:37:23 PM 3 2 5 1:46:43 PM 2 4 6 6:38:08 PM 3 3 6 1:47:17 PM 1 4 5 6:38:36 PM 2 3 5 1:47:27 PM 2 3 5 6:38:51 PM 3 2 5 1:47:49 PM 2 4 6 6:39:09 PM 2 2 4 1:48:13 PM 1 5 6 6:39:24 PM 2 1 3 1:48:36 PM 2 4 6 6:39:53 PM 2 2 4 1:49:08 PM 1 5 6 6:40:04 PM 3 2 5 1:49:42 PM 2 4 6 6:40:20 PM 3 3 6 1:50:05 PM 2 4 6 6:40:32 PM 2 3 5 1:50:52 PM 2 4 6 6:40:50 PM 2 4 6 1:51:10 PM 3 4 7 6:40:58 PM 3 4 7 1:51:44 PM 3 5 8 6:41:21 PM 3 6 9 1:51:55 PM 3 3 6 6:41:40 PM 4 5 9 1:52:06 PM 2 5 7 6:42:42 PM 5 5 10 1:52:42 PM 3 5 8 6:43:08 PM 4 5 9 1:52:58 PM 2 5 7 6:43:26 PM 5 4 9 1:53:14 PM 3 4 7 6:43:57 PM 4 4 8 1:53:32 PM 2 5 7 6:44:14 PM 3 4 7 1:53:50 PM 1 5 6 6:44:31 PM 4 3 7 Saturday Queue Locations:17-1215-001 Day:Saturday City:Laguna Hills,CA Date: TotalBehind Order Board Behind Order Board 10/14/2017 Arrival Time Pick-up to Order Board Total Arrival Time Pick-up to Order Board 1:54:05 PM 2 5 7 6:44:58 PM 3 4 7 1:54:28 PM 3 4 7 6:45:12 PM 4 3 7 1:54:59 PM 4 5 9 6:45:26 PM 3 3 6 1:55:13 PM 3 5 8 6:45:47 PM 4 2 6 1:56:03 PM 3 4 7 6:46:01 PM 3 2 5 1:56:18 PM 3 5 8 6:46:15 PM 4 1 5 1:56:31 PM 3 4 7 6:46:36 PM 4 2 6 1:57:05 PM 3 5 8 6:46:58 PM 3 2 5 1:57:37 PM 3 7 10 6:47:10 PM 3 3 6 1:57:56 PM 4 6 10 6:47:29 PM 2 3 5 1:58:31 PM 3 5 8 6:47:47 PM 2 4 6 1:59:01 PM 4 4 8 6:47:58 PM 3 4 7 1:59:25 PM 4 6 10 6:48:11 PM 3 5 8 1:59:46 PM 5 5 10 6:48:40 PM 4 4 8 2:00:00 PM 4 6 10 6:49:01 PM 3 4 7 6:49:16 PM 4 3 7 6:49:30 PM 3 3 6 6:49:43 PM 3 4 7 6:50:03 PM 4 3 7 6:50:26 PM 3 3 6 6:50:48 PM 3 2 5 6:51:49 PM 2 2 4 6:52:11 PM 3 1 4 6:52:39 PM 4 0 4 6:53:33 PM 4 1 5 6:53:44 PM 3 1 4 6:54:01 PM 4 0 4 6:54:29 PM 4 1 5 6:54:43 PM 3 1 4 6:54:59 PM 3 2 5 6:55:10 PM 4 1 5 6:55:39 PM 3 1 4 6:55:51 PM 3 2 5 6:56:04 PM 2 2 4 6:56:29 PM 2 1 3 6:56:42 PM 2 2 4 6:56:56 PM 3 1 4 6:57:09 PM 2 1 3 6:57:20 PM 3 0 3 6:57:46 PM 2 0 2 6:58:02 PM 1 0 1 6:58:39 PM 1 1 2 6:59:02 PM 0 1 1 6:59:17 PM 0 2 2 6:59:29 PM 1 1 2 7:00:00 PM 1 1 2 Saturday Queue ATTACHMENT B ITE QUEUING CALCULATION WORKSHEET DRIVE-THROUGH QUEUING ANALYSIS Project:Raising Cane's Restaurant Location:101 Euclid Street, Anaheim INPUT VALUES Variable Description Value A = average number of vehicle arrivals per hour 1 74 S = service rate, number of vehicles per hour 87 I = traffic intensity, utilization factor = A/S 0.85 Q = queue capacity (vehicles)12 FORMULAS Average Length of Queue Avg Q = A 2 / S(S-A) = I 2 / 1-I 4.74 Probability of Q Number of Vehicles in Queue P(Q) = (I) Q (1-I)2.10% Probability of Queue Exceeding Q Vehicles 11.75% Source: Institute of Transportation Engineers (ITE) Transportation Planning Handbook, 3rd Edition 1 For a worst-case analysis, the peak arrival rate observed at the Laguna Hills Raising Cane's site is used here. ܲ(ܳ)ொୀொୀ ≥0.95 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item.