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PC 2018/09/05 City of Anaheim Planning Commission Agenda Wednesday, September 5, 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 • 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, August 30, 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 09-05-2018 Page 2 of 5 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. 09-05-2018 Page 3 of 5 Public Hearing Items ITEM NO. 2 CONDITIONAL USE PERMIT NO. 2018-05964 (DEV2018-00004) Location: 5515 East La Palma Avenue Request: A conditional use permit to allow an educational institution for students with special needs (Port View Preparatory). The proposed use would occupy approximately 27,000 square feet within the first floor of an existing office building. 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 15301, Class 1 (Existing Facilities). This item was continued from the August 20, 2018 Planning Commission meeting. Withdrawn Project Planner: Joanne Hwang jhwang@anaheim.net ITEM NO. 3 CONDITIONAL USE PERMIT NO. 2017-05930 VARIANCE NO. 2018-05102 (DEV2017-00080) Location: 191 South Imperial Highway Request: The applicant requests approval of the following zoning entitlements: (i) a conditional use permit to allow for the construction of a new 3,233 square foot fast food restaurant with a drive-through lane and a mural on the building wall, and (ii) a variance to permit reduced landscape setbacks (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 09-05-2018 Page 4 of 5 ITEM NO. 4 GENERAL PLAN AMENDMENT NO. 2011-00484 RECLASSIFICATION NO. 2011-00242 (DEV2011-00035) Location: Ball Road Basin Request: Amendments to the City of Anaheim’s General Plan and Zoning Map to allow commercial development of the project site (Ball Road Basin). The proposed project would change the City’s General Plan Land Use Designation for the Ball Road Basin from Open Space to General Commercial and the Zoning from Transitional (T) and Industrial (I) Zones to the General Commercial (C-G) Zone. In addition, the proposed project would amend the General Plan Circulation and Green Elements to add a Planned Class 1 Bike Path/Trail Study Area along the northern, eastern and southern edges of Ball Road Basin. The proposed project does not include a specific development plan for Ball Road Basin. Environmental Determination: The Planning Commission will consider whether to recommend City Council certification of Environmental Impact Report No. 2012-00345 and adoption of a Mitigation Monitoring and Reporting Program, Findings of Fact and a Statement of Overriding Considerations for the proposed project. Request for continuance to October 1, 2018 Project Planner: Susan Kim skim@anaheim.net Adjourn to Monday, September 17, 2018 at 5:00 p.m. 09-05-2018 Page 5 of 5 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 11:30 a.m. August 30, 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: SEPTEMBER 5, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2018-05964 LOCATION: 5515 East La Palma Avenue APPLICANT/PROPERTY OWNER: The applicant and the property owner is Canyon Corporate Acquisitions Partners, LLC represented by Tom Lawless of Hines, and the agent is Phillip Schwartze of PRS Group. REQUEST: The applicant requested approval a conditional use permit to allow an educational institution for students with special needs within an existing office building (Port View Preparatory). BACKGROUND: This item was continued from the August 20, 2018 Planning Commission meeting at the request of the applicant. The agent representing the applicant submitted the attached letter requesting a withdrawal of the proposed project. RECOMMENDATION: No action by the Planning Commission is required. Prepared by, Submitted by, Joanne Hwang David See Associate Planner Principal Planner Attachment: 1. Withdrawal Letter SP 2 015-1DEV 2018-0000 4CANYONOFFICECENTER SP 2 015-1DA1INDUSTRIAL SP 2 015-1DA1ANAHEIMHILLSHEALTHPLAZA SP 2 015-1DA1CANYONOFFICECENTER SP 2 015-1DA1CREDITUNION SP 2015-1DA1RELIGIOUS USE SP 2015-1DA5CINEMACITYTHEATER RM-4VINEYARD APARTMENTS304 DU RAILROAD RM-3TOWNHOMES152 DU TOTAL RM-4VINEYARD APARTMENTS304 DURM-3TOWNHOMES152 DU TOTAL SP 2015-1DA1INDUSTRIAL E LA PALMA AVE E ORANGETHORPE AVE N V I A B R E V E E. LA PALMA AVE N . I M P E R I A L H W Y E .S A N T A A N A C A N Y O N R D N . K E L L O G G D R E. S A N TA AN A C A N Y O N R D E .L A P A L M A A V E 5 5 1 5 E a s t L a Pa lm a A v e n u e D E V N o . 2 0 1 8 -0 0 0 0 4 Subject Property APN: 346-271-14 °0 50 100 Feet Aeria l Ph oto :No ve m be r 20 17 E LA PALMA AVE E ORANGETHORPE AVE N V I A B R E V E E. LA PALMA AVE N . I M P E R I A L H W Y E .S A N T A A N A C A N Y O N R D N . K E L L O G G D R E.S A N T A A N A CANYON RD E .L A P A L M A A V E 5 5 1 5 E a s t L a Pa lm a A v e n u e D E V N o . 2 0 1 8 -0 0 0 0 4 Subject Property APN: 346-271-14 °0 50 100 Feet Aeria l Ph oto :No ve m be r 20 17 ATTACHMENT NO. 1 200 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. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 3 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: SEPTEMBER 5, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2017-05930 VARIANCE NO. 2018-05102 LOCATION: 191 South Imperial Highway (Raising Cane’s Chicken Fingers) APPLICANT/PROPERTY OWNER: The applicant is Raising Cane’s Chicken Fingers represented by Kristen Roberts, and the property owner is Sunbelt Corporate Center II, Inc. represented by Stacey Hudson. 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 and a mural on the building wall and a variance to permit front landscape setbacks less 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 Section 15303, Class 3 (New Construction), of the State CEQA Guidelines, approving Conditional Use Permit No. 2017-05930 and Variance No. 2018-05102. BACKGROUND: The subject 0.8-acre parcel is located within the 10.6 acre Crossroads Shopping Center property located at the southwest corner of Imperial Highway and Santa Ana Canyon Road. The site is located in the “C-G” General Commercial, Scenic Corridor (SC) Overlay zone, and the General Plan designates the site for Neighborhood Center land uses. The Crossroads Shopping Center is surrounded by condominiums to the south, an office building to the west across Avenida Margarita, the Imperial Canyon Shopping Center to the north across Santa Ana Canyon Road, and Canyon High School to the east across Imperial Highway. PROPOSAL: The applicant proposes to demolish an existing bank building and construct a new 3,233 square foot fast food restaurant with a drive-through lane. The new restaurant would be constructed on its own parcel within the shopping center. Vehicular access to the restaurant would be provided from existing driveways on Imperial Highway as well as through the commercial center. CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 2 of 8 A detailed development summary is included as Attachment 5 to this report. Below are images of an aerial photograph of the Crossroads Shopping Center and an enlarged site plan depicting the proposed restaurant building with drive-through lane at the southeast end of the shopping center. ENLARGED SITE PLAN The applicant requests a variance for reduced landscape setbacks along Imperial Highway. Based on the requirements in the Scenic Corridor Overlay zone, a minimum 25-foot landscape setback is required along Imperial Highway. The applicant is proposing a 15-foot landscape setback on the majority of the frontage north of the existing driveway, and an 8-foot setback along a portion south of the driveway. A more detailed description of this variance is described in the Analysis section below. CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 3 of 8 The project would comply with the parking and loading space requirements on site. 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 17 parking spaces and 27 spaces are proposed on the subject parcel. However, parking was analyzed for the entire Crossroads Shopping Center since all uses share parking and reciprocal access throughout the entire center. The Crossroads Shopping Center currently contains 573 parking spaces, which equates to a parking supply ratio of 4.95 spaces per 1,000 square feet of gross floor area. Even with the replacement of the bank building, and reduction of eight spaces to accommodate the new restaurant building, the overall parking supply for the Crossroads Shopping Center would be satisfied with a surplus of 87 spaces. The parking requirement for the entire center with all retail, restaurant, office and medical uses is 478 spaces. The center would contain a total of 565 parking spaces after the construction of the fast food restaurant, resulting in a parking ratio of 4.88 per 1,000 square feet of gross floor area. Site Plan CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 4 of 8 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 Elevations As approved in the other Raising Cane’s project at 223 South Euclid Street, the applicant is requesting an identical “One Love Heart” mural artwork sign along the south building elevation. The proposed 111 square foot “One Love Heart” graphic is designed of 1/8 inch thick steel panels with 1/8 inch precision routed aluminum. “One Love Heart” CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 5 of 8 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, SC Overlay 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-through lane and the length of queuing needed to minimize on-site and off- site circulation impacts. A similar Raising Cane’s restaurant located at 223 South Euclid Street was recently approved by the Planning Commission on July 23, 2018. The applicant proposes to construct an identical prototype restaurant building with a drive-through lane at this location. A traffic impact and queuing study prepared by Kimley-Horn was submitted to address the concerns over potential long queuing lines observed at existing locations. The traffic impact analysis (Attachment 8) was prepared addressing this location, while the queuing analysis (Attachment 9) addresses both sites. The drive-through lane would circulate around the building in a counter-clockwise direction with an approximate 242 foot distance from the opening of the drive-through lane to the pick-up window, providing a queuing capacity for 11 vehicles without impacting parking spaces. Additional on-site queuing would accommodate 5 to 6 vehicles along the north side drive aisle and approximately 14 additional vehicles on the north side drive aisle north of the main driveway, 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. CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 6 of 8 Based on the proposed queuing analysis described above, traffic flow or vehicular stacking on the main drive aisle leading to the primary commercial building or onto Imperial Highway is not anticipated. 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 Imperial Highway. As such, Planning staff 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. The Zoning Code specifies that requests for murals require approval of a conditional use permit by the Planning Commission. At their July 23, 2018 meeting, the Planning Commission approved a conditional use permit for an identical “One Love Heart” mural at the other Raising Cane’s restaurant location. While considering all of the proposed signage for that new restaurant building, the commission determined that because the “One Love Heart” sign did not include any text or logo graphics, and since the artwork was designed of plain steel panels and routed aluminum with no color, they determined that the sign was a commemorative art piece consistent with the definition of a mural. The request for the “Blue Dog” graphic was not considered a mural and was denied. Based on that determination, staff recommends approval of the “One Love Heart” graphic at this location. Variance: The applicant is requesting a variance to allow a reduced landscape setback along the Imperial Highway street frontage. Before the Planning Commission may approve the landscape setback variance, it must make a finding of fact that the evidence presented shows that 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 property under identical zoning classification in the vicinity; and 2) That, because of the 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. CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 7 of 8 Landscape Setback Variance: The subject property is located within the Scenic Corridor Overlay zone where a 25-foot wide landscape setback is required along Imperial Highway. A 15-foot wide landscape setback is proposed along the portion north of the main drive aisle and an 8-foot wide landscape setback is proposed south of that driveway. The reduced landscape setback along Imperial Highway is requested, in part, as a result of a 7- foot wide dedication requirement for road and utility purposes. No street widening improvements are required to be constructed at this time. A variance recognizes that there may be individual properties that, because of its location, size, irregular shape, or unusual topography, cannot be reasonably developed if all the development standards for the zone are strictly applied. The configuration and location of the lot (including the required 7-foot dedication) as compared to the other commercially-zoned properties in the vicinity, make it difficult to meet all of the development standards while providing adequate landscape setbacks for the proposed drive-through restaurant. Similar landscape setbacks exist north and south of the subject property which would allow the restaurant to remain compatible with abutting properties. Furthermore, the small portion of the restaurant site at the southeast corner would provide for additional employee parking while maintaining an 8-foot wide landscape setback. This parking area is designed at a lower grade partially screened from the higher sidewalk elevation. Although the center would still be compliant with parking requirements if these spaces were removed, staff believes that the existing topography in that area of the site warrants a variance and that strict application of the Zoning Code deprives the property of privileges enjoyed by other properties under identical zoning classification in the vicinity. CONDITIONAL USE PERMIT NO. 2017-05930 AND VARIANCE NO. 2018-05102 September 5, 2018 Page 8 of 8 Staff believes that the reduced landscape setbacks are designed in a manner that are compatible with the adjacent properties and will not be detrimental other properties along Imperial Highway. The proposed project would have a positive community impact as it would improve the appearance of the vacant bank building with a new drive-through restaurant and result in a positive investment in the area. With a variance, the applicant would be allowed to develop the property in a manner that is compatible with other commercial and residential landscape setbacks along Imperial Highway. Based on the 7-foot dedication street dedication requirement, the existing landscape setbacks north and south of the site, and the grade differential at the southeast corner of the site, there are special circumstances that justify the support for the variance. Staff believes that the proposed development would be compatible with the surrounding area and recommends approval of the variance. 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. 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 variance requests. Prepared by, Submitted by, Wayne Carvalho David See Contract Planner Principal Planner Attachments: 1. Draft Resolution 2. Letter of Request 3. Project Plans 4. Site Photographs 5. Development Summary 6. Variance Justification 7. Traffic Impact Study 8. Queuing Analysis RM-3 (SC)TOWNHOMES55 DU RM-3 (SC)TOWNHOMES135 DU C-G (SC)RETAIL T (SC)CANYON HIGHSCHOOL C-G (SC)RETAIL S I M P E R I A L H W Y E SANTA ANA CANYON RD E AVENIDA BERNARDO NORTH S C A M I N O D E P A Z E V I S T A D E L R I O S C A M I N O D E F R E S A S E E AVEN IDA D E VINEDOS E AVENIDA DE VIENTOS E VISTA DEL ESTE E.NOH L R A N C H R D E. LA PALMA AVE E .S A N T A A N A C A N Y O N R D S . R O Y A L O A K R D 1 9 1 Sou th Imperial Highway D E V N o. 2017-00080 Subject Property APN: 363-531-04 °0 50 100 Feet Aeria l Photo:May 2016 S I M P E R I A L H W Y E SANTA ANA CANYON RD E AVENIDA BERNARDO NORTH S C A M I N O D E P A Z E V I S T A D E L R I O S C A M I N O D E F R E S A S E E AVEN IDA D E VINEDOS E AVENIDA DE VIENTOS E VISTA DEL ESTE E.NOH L R A N C H R D E. LA PALMA AVE E .S A N T A A N A C A N Y O N R D S . R O Y A L O A K R D 1 9 1 Sou th Imperial Highway D E V N o. 2017-00080 Subject Property APN: 363-531-04 °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. 2017-05930 AND VARIANCE NO. 2018-05102 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2017-00080) (191 SOUTH IMPERIAL HIGHWAY) 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. 2017-05930 to permit the construction of a new 3,233 square foot fast food restaurant with a drive-through lane and wall mural, and Variance No. 2018-05102 to permit reduced front landscape setbacks at a certain real property located at 191 South Imperial Highway 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 0.8 acre parcel is located within the 10.6 acre Property developed with Crossroads Shopping Center. The properties are designated for Neighborhood Center land uses by the Anaheim General Plan. The Property is located in the "C-G" General Commercial, Scenic Corridor (SC) Overlay Zone and is subject to the zoning and development standards contained in Chapters 18.08 (Commercial Zones) and 18.18 (Scenic Corridor Overlay zone) of the Code; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on September 5, 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. 2017-05930 and Variance No. 2018-05102 (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 2017-05930 to permit the construction of a new 3,233 square foot fast food restaurant with a drive- through lane and mural on the building wall, 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 and mural in the “C-G” General Commercial, SC Overlay 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 an adequate 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, except for reduced landscape setbacks as referenced in Variance No. 2018-05102 below; 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; - 3 - PC2018-*** WHEREAS, based upon the letter of request and plans submitted by the applicant to justify the variance, the Planning Commission does further find and determine that the request for Variance No. 2018-05102 for reduced landscape setbacks in the C-G, Scenic Corridor Overlay Zone should be approved for the following reasons: SECTION NO. 18.18.090 Minimum landscape setback along major, primary, secondary, hillside primary or hillside secondary highways. (25-foot landscape setback required; 8 to 15-foot landscape setback proposed) 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. The configuration, location, and topography of the lot on Imperial Highway makes it difficult to meet all of the development standards while providing adequate landscape setbacks for the proposed drive-through restaurant. Furthermore, the required 7-foot street dedication will further reduce the developable area of the site in comparison with other commercially-zoned properties 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. Similar landscape setbacks exist north and south of the subject property which would allow the restaurant site to remain compatible with abutting properties. Furthermore, the small portion of the restaurant site at the southeast corner will provide for additional employee parking spaces while maintaining an 8-foot wide landscape setback. This parking area is designed at a lower grade and is partially screened from the higher sidewalk and street elevation. WHEREAS, the 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. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it; and BE IT FURTHER RESOLVED that, pursuant to the above findings, this Planning Commission does hereby approve Conditional Use Permit No. 2017-05930 and Variance No. 2018-05102 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. 2017-05930 and Variance No. 2018-05102 is applicable in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. - 4 - PC2018-*** 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 September 5, 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 September 5, 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 5th day of September, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 6 - PC2018-*** - 7 - PC2018-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2017-05930 VARIANCE NO. 2018-05102 (DEV2017-00080) 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 owner on the properties for cross-lot drainage if there does not existing one already. 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 All existing vertical structures noted to be demolished shall be demolished. The developer shall obtain a demolition permit from the Building Division for the demolition of vertical structures prior to performing this work. Public Works Department, Development 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 Imperial Highway and a corner cut-off dedication at Imperial Highway and Avenida Bernardo North for road, public utilities, and other public purposes. The corner cut-off dedication shall be in compliance with City Standard 110-B based on the ultimate curb location. Public Works Department, Development Services Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 10 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 the construction of all required off-site and public improvements within the City street right of way of Imperial Highway and Avenida Bernardo North. 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. Developer shall be responsible for any utility relocations in the right-of-way, and any utility relocation shall be in conformance with the pertinent Public Utility requirements, standards, and permits. 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 11 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 12 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 13 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 14 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 - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 15 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 16 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 17 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 18 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 19 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 20 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 clinging 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 21 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 - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 22 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 23 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 24 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 25 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 26 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 27 Ongoing during project operation, should the vehicle queue reach Imperial Highway, staff members shall be positioned at the end of the on-site queue near the Imperial Highway entrances to direct traffic. This measure shall be implemented for a short timeframe, as needed, until the queue dissipates. Public Works Department, Traffic Engineering Division - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 28 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 29 No public water mains or laterals shall be allowed under driveways, parking stalls, or parking lots. Public Utilities Department, Water Engineering Division 30 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 31 Monument signs and addresses shall be well lighted during hours of darkness. Police Department 32 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 33 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 34 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 - 13 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 35 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 36 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 37 All new landscaping shall be installed in conformance with Chapter 18.46 “Landscape and Screening” of the Anaheim Municipal Code and shall be maintained in perpetuity. Landscaping shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. Planning and Building Department, Planning Services Division 38 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 39 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 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued: Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval CA Prototype 4 CA-HC - Store # RC0327 191 S. Imperial Hwy, Anaheim, CA 92807 COVER SHEET CS1 ATTACHMENT NO. 3 122.00' N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' N89°12'19"W P.T.R. PARCEL AREA: 0.85 AC X X X X X X X X X X X X X X 20"TR 25"TR SN 6"TR 30"TR 24"TR 15"TR WM EXIST C L F 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR 40"TR 40"TR EXIST CLF SN SN SN 12"TR N89°12'19"W N 0 0 ° 4 7 ' 4 1 " 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 W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N E E E E E E E E E E E E E E E E E E E E E G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y SITE KEY NOTES: LEGEND: ANAHEIM, CALIFORNIA NOT TO SCALE PROJECT LOCATION CROSSROADS SHOPPING CENTER LOCATION MAP CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK 122.00' N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' N89°12'19"W P.T.R. PARCEL AREA: 0.85 AC X X X X X X X X X X X X X X 20"TR 25"TR SN 6"TR 30"TR 24"TR 15"TR 6"TR WM EXIST C L F GM 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR 40"TR 40"TR EXIST CLF SN SN 15"TR SN 12"TR N89°12'19"W N 0 0 ° 4 7 ' 4 1 " 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 W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y LEGEND: PAVING KEY NOTES: PROPOSED PAVING LEGEND: CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK 122.00' N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' N89°12'19"W P.T.R. PARCEL AREA: 0.85 AC X X X X X X X X X X X X X X 20"TR 25"TR SN 6"TR 30"TR 24"TR 15"TR 6"TR WM EXIST C L F SCO 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR 40"TR 40"TR EXIST CLF SN SN 15"TR SN 12"TR N89°12'19"W 33 5 33 4 33 6 33 7 338 33 9 340 341 342 343 344 338 33 8 33 9 340 341 340 338 33 9 3 4 0 337 339 340 3 4 6 3 4 7 3 4 8 3 4 9 3 5 0 3 5 2 3 5 3 35 4 3 5 5 3 5 6 N 0 0 ° 4 7 ' 4 1 " 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 W W W W W W W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N E E E E E E E E E E E E E E E E E E E E E E 341 341 G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H P HP 339 341 341 338 340 34 0 339 33 9 3 3 9 3 4 0 338 337 337 337 340 HP34 0 34 0 340 3 3 7 337 33 9 339 338 HP 3 3 9 34 0 HP 34 1 3 3 9 34 1 338 340 RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y 336 336 3 3 6 HP 339 339 34 0 LEGEND: GRADING KEY NOTES: CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 CAUTION NOTICE TO CONTRACTOR FLOODNOTE VERTICAL CONTROL BENCHMARK N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 2 4 0 . 0 0 ' P.T.R. PARCEL AREA: 0.85 AC 20"TR 25"TR 6"TR 30"TR 24"TR WM SCO 33 6 33 7 338 33 9 340 341 342 343 338 33 8 33 9 340 341 340 338 33 9 3 4 0 337 N 0 0 ° 4 7 ' 4 1 " E W W W W W W W W W W W W W W W S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N E E E E E E E E E E E E E E E E E E E E E E E E 341 341 G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T H P HP 339 341 341 338 340 34 0 339 33 9 3 3 9 3 4 0 338 337 337 337 340 HP34 0 34 0 340 3 3 7 337 33 9 339 338 HP 3 3 9 34 0 HP 34 1 3 3 9 34 1 338 340 RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 S O U T H I M P E R I A L H I G H W A Y 336 336 3 3 6 HP 339 339 34 0 LEGEND: GRADING KEY NOTES:CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK 122.00' N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' N89°12'19"W P.T.R. PARCEL AREA: 0.85 AC X X X X X X X X X X X X X X 20"TR 25"TR SN 6"TR 30"TR 24"TR 15"TR 6"TR WM EXIST C L F GM 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR 40"TR 40"TR EXIST CLF SN SN 15"TR SN 12"TR N89°12'19"W 33 5 33 4 33 6 33 7 338 33 9 340 341 342 343 344 338 33 8 33 9 339 340 3 4 6 3 4 7 3 4 8 3 4 9 3 5 0 3 5 2 3 5 3 35 4 3 5 5 3 5 6 N 0 0 ° 4 7 ' 4 1 " 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 W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 339 341 341 338 340 34 0 339 33 9 3 3 9 3 4 0 338 337 337 337 340 34 0 34 0 340 3 3 7 337 339 339 338 3 3 9 34 0 34 1 3 3 9 34 1 338 340 RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y 336 336 3 3 6 339 339 34 0 LEGEND: EROSION CONTROL KEY NOTES: CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK 122.00' N 1 4 ° 3 1 ' 2 8 " W 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' N89°12'19"W X X X X X X X X X X X 20"TR 25"TR 6"TR 30"TR 24"TR WM CONC W A L K W A Y EXIST C L F 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR 40"TR 40"TR EXIST CLF SN SN SN N89°12'19"W 33 5 33 6 33 7 338 33 9 340 341 342 343 344 338 33 8 33 9 339 340 3 4 6 3 4 7 3 4 8 3 4 9 3 5 0 3 5 2 3 5 3 35 4 3 5 5 3 5 6 N 0 0 ° 4 7 ' 4 1 " E W W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 339 341 341 338 340 34 0 339 33 9 3 3 9 3 4 0 338 337 337 337 340 34 0 34 0 340 3 3 7 337 339 33 9 338 3 3 9 BMP 1 BMP 2 34 0 34 1 3 3 9 34 1 338 340 RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y 336 336 3 3 6 DMA 1 DMA 2 339 339 34 0 CAUTION NOTICE TO CONTRACTOR Know what's below. Call before you dig. LEGEND: FLOODNOTE Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK 1 6 0 . 4 6 ' 157.19' 2 4 0 . 0 0 ' X X X X X X X X X X X X X X X X X X X 30"TR 24"TR WM SCO GM 20"TR 30"TR 25"TR 30"TR 20"TR 30"TR EXIST CLFN89°12'19"W E E E E E E E E E E E E E E E E E E E E E E E 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N < S A N E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 AVENIDA BERNARDO NORTH SOUTH IMPE R I A L H I G H W A Y Know what's below. Call before you dig. CAUTION NOTICE TO CONTRACTOR FLOODNOTE LEGEND: UTILITY KEY NOTES: Civil Engineering S o l u t i o n G r o u p 2455 Bennett Valley Road, Suite A212 Santa Rosa, CA 95404 Ph. 707-921-5318 Michael Burgess, PE CIVIL ENGINEER RAISING CANE'S CONTACT: KRISTEN ROBERTS 6800 BISHOP ROAD PLANO, TEXAS 75024 KROBERTS@RAISINGCANES.COM (972) 769-3395 TERRACON CONSULTANT, INC. CONTACT: JOSHUA R. MORGAN, P.E. 1421 EDINGER AVE., SUITE C TUSTIN, CALIFORNIA 92780 (949) 261-0051 VERTICAL CONTROL BENCHMARK Proposed Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. (P) trash / recycle structure per Architect (P) post lighitng per Architect (P) electric vehicle charging stations per Architect (P) transformer per Civil (P) dining patio, tables and chairs per Architect (P) espallier podocarpus to screen trash enclosure (P) bike rack (P) pre order board per Architect (P) biorentention basin per Civil (P) order board per Architect (P) pre-order board per Architect (P) shade structure, per Architect (P) 7’ R.O.W. (P) 4-6” local river cobble to act as dissipator for water sheeting into bioretention basin (P) well to allow (E) tree to remain in bioretention basin (P) Podocarpus hedge to screen back area of lot (P) monument sign, per Architect (P) electrical pad, per Civil (P) grease trap per Architect (P) tree well for (E) trees, grate to match City standard (P) AC paving per Civil (P) headache bar per Architect Preliminary M. Colvin L1.1 Pr o j e c t N o . Sheet Number: Revisions: DATE NAME Drawn By: #DATENAME 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: CUP Approval Title: Submittal Date: July 3rd, 2018 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 RC327 191 S. Imperial Hwy Anaheim Hills, CA 92807 12.31.18 # 07/2018 Existing Notes A. B. C. D. E. F. G. H. (E) Platanus sp. tree, 24” DIA trunk. (E) Platanus sp. tree, 25” DIA trunk (E) Platanus sp. tree, 20” DIA trunk (E) Olive tree, 10” DIA trunk (E) Platanus sp. tree, 20: DIA trunk (E) Plane tree, 30” DIA trunk (E) Platanus sp. tree 30” DIA trunk (E) hedge 3’ H Proposed Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. (P) trash / recycle structure per Architect (P) post lighitng per Architect (P) electric vehicle charging stations per Architect (P) transformer per Civil (P) dining patio, tables and chairs per Architect (P) espallier podocarpus to screen trash enclosure (P) bike rack (P) pre order board per Architect (P) biorentention basin per Civil (P) order board per Architect (P) pre-order board per Architect (P) shade structure, per Architect (P) 7’ R.O.W. (P) 4-6” local river cobble to act as dissipator for water sheeting into bioretention basin (P) well to allow (E) tree to remain in bioretention basin (P) Podocarpus hedge to screen back area of lot (P) monument sign, per Architect 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. 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 1. A MIN. of (1) tree for every (20) linear feet of street frontage shall be planting in setback adjacent to street # of (P) trees required = 4 2. In parking areas (1) tree for every (10) parking spaces # of (P) trees required = 2 3. # of trees provided for every 3,000 SF of vehicular area = 1 Total SF of vehicular area onsite = 14,386 # of trees required onsite = 5 (MIN # of trees already met by requirements 1&2) Total # of (P) trees required on-site = 6 Total # of (P) trees provided on-site = 8 4. All trees a MIN. of 24" box 5. 50% of all shrubs shall be 5 gal at time of planting Tree Requirement Calculations per Predevelopment Findings 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 C C C CC 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 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 CCCCCCCCCC C C C C C C C C C C C C C CC 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 T SAN>SAN>SAN>SAN> SA N > SA N > SA N > SA N > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > 2 7 0 . 0 0 ' X X X X X X X X X X X X ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH SN SCO SN ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH 336.53 346.46 338.42 337.84 339.41 339.84339.58 339.91 340.08 337.13 340.42 338.12 336.06 342.46 345.28344.98345.13345.45346.71350.95 353.54 WM WM SCO WCR 33 6 337 338 339 340 341 342 343 344 338 338 339 339 340 3 4 6 3 4 7 3 4 8 3 4 9 3 5 0 3 5 2 3 5 3 35 4 3 5 5 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T 11 /2 " W W W WWWWWWWWWWWWWWWWWW SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 TT SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> W W - 1 0 " W W - 1 0 " EXISTING WATER EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E (338 .02) TC/FS (338 .18) TC/FS (338 .35) FS (336 .49) FS (335 .73) FS (335 .75) TC/FS (336 .36TC) (336 .08FS) (339 .26) TC/FS (339 .35) FS (340 .56) FS (340 .66) TC/FS (341 .12TC) (340 .74FS) (341.42TC) (341.11FS) (341.59TC) (341.11FS) (341.88TC) (341.40FS) (341.28TC) (340.33FS) (341.38TC) (340.52FS)(341.55TC) (340.53FS) (341.49TC) (340.17FS) (340.40TC) (340.16FS) (354.68) FS (354.30) FS (354.25) FS (353.76) FS (350.83) FS (346.97) FS (345.78) FS (345.64) FS (345.71) RIM (345.37) FS (345.06) FS (344.92) STEP (345.01) STEP (344.43) STEP (344.36) STEP (343.93) FS (343.87) FS (342.70) FS (342.73) FS (341.54) FS (341.52) FS (343.77) FS (342 .73) FS (342 .46) RIM (341 .75) FS (341 .15) FS (354.61TC) (354.01FL) (354.19LIP) (353.69TC) (353.06FL) (353.24LIP) (352.60TC) (351.77FL) (352.37) LIP (351.00) LIP (351.56TC) (350.72FL) (352.53) RIM (350.93TC) (350.30FL) (350.52LIP) (346.77TC) (346.05FL) (346.23LIP) (346.28TC) (345.47FL) (345.50TC) (344.67FS) (345.35TC) (344.68FL) (344.84LIP) (344.66TC) (344.00FL) (344.23LIP) (343 .44TC) (342 .78FL) (342 .48TC) (340 .22FL) (341 .96LIP) (341 .65) TC (341 .17) LIP (340 .87TC) (340 .22FL) (340 .37LIP) (340 .45TC) (339 .83FL) (340 .01LIP) (339 .74) TC/FS (338 .64) TC/FS (339 .01TC) (338 .40FL) (338 .58LIP) (338 .08TC) (337 .45FL) (337 .63LIP) (336 .14TC) (335 .48FL) (335 .62LIP) (335 .67TC) (335 .13FL) (335 .29LIP) (336 .17TC) (335 .71FS) (337 .18TC) (336 .77FS) (337 .00TC) (336 .41FS) (338 .81TC) (338 .35FS) (338 .92TC) (338 .44FS) (339 .75TC) (339 .33FS) (339 .64TC) (339 .13FS) (340 .29TC) (339 .82FS) (341 .10TC) (340 .69FS) (342 .31TC) (341 .84FS) WM SLBX TSBXCONC WALKW A Y (354.93) TOP (353.35) TOP (350.56) TOP (347.07) TOP (345.46) TOP EXIST CLF (342.24) TOE (348.96) NG (348.58) NG (340.46) TOE (342.19) TOE (349.03) TW (345.11) TW (349.04) TW (345.24) TW SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SAN > SAN > SAN > SAN > SAN > SAN > SA N > SA N > SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SS T V A N RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 S O U T H I M P E R I A L H I G H W A Y LOADI N G ZONE DR I V E TH R U ON E W A Y DO N O T EN T E R C L E A N A I R / V A N P O O L / E V C L E A N A I R / V A N P O O L / E V V A N LOA D I N G ZON E PL PL PL DO NO T EN T E R ON E WAY A G B E BC F 1 22 10 4 D 5 E Avenida Bernardo I m p e r i a l H w y 6 scale: 1/16" = 1'0" 0 10 20 30 FT 12 C 9 3 2 0 ' - 0 " 9 11 2 2 7 G 13 14 15 16 17 18 B 7'-0" ROW H 19 20 20 21 Abbreviations APROX.-approximate DG -decomposed granite (E)-existing EQ.-equal 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 All existing plant material to remain and be protected unless otherwise noted. (E) tree symbol (E) tree to be removed symbol Existing Tree Protection & Removal Notes Carex divulsa European Grey Sedge 1 gal NA 2.5 ft 2.5 ft Med Chondropetelum tectorum Small Cape Rush 5 gal NA 2-3 ft 3-4ft Low Juncus patens Californai Grey Rush 1 gal NA 2 ft 2 ft Med Muhlenbergia capillaris Pink Muhly 5 gal NA 3 ft 3 ft Low Bioswale Plantings Plant List Mature Size Symbols Botanical Name Common Name Size Qty Height Width WUCOLS Trees Olea europaea 'Fruitless'Fruitless Olive 24" box 2 15 - 25 ft 15 - 20 ft Low Platanus x ac. 'Bloodgood'Bloodgood Plane Tree 36" box 6 35 - 50 ft > 35 ft Med TOTAL 8 Shrubs & Vines Grevillea 'Long John'Grevillea 'Long John'5 gal 3 10 - 16 ft 8 - 12 ft Low Juniperus chinensis 'Spartan'Spartan Juniper 24" box 6 10 - 15 ft 3 - 5 ft Low Podocarpus macrophyllus Yew Podocarpus 15 gal 22 15 - 35 ft 4 - 7 ft Med Rhaphiolepis umbellata 'Minor'Dwarf Yedda Hawthorn 5 gal 58 3 - 5 ft.36 in. - 4 ft.Low Rosa x 'Iceberg' Floribunda Rose Iceberg Rose 1 gal 15 30 in - 3 ft 4 - 5 ft Med Rosmarinus officinalis 'Irene'Irene Rosemary 5 gal 85 10 - 12 in 4 - 6 ft Low Perennials and Succulents Dianella revoluta 'Little Rev'Little Rev Flax Lily 5 gal 53 2 -3 ft 1 - 2 ft Low Dietes bicolor Fortnight Lily 5 gal 11 24 - 30 in 24 - 36 in Low Agave americana Century Plant 5 gal 12 4 - 8 ft.6 - 12 ft.Very Low Agave attenuta 'Nova'Blue Fox Tail Agave 5 gal 18 3 - 4 ft.3 - 5 ft.Low Aloe striata Coral Aloe 5 gal 52 2 - 3 ft.1 - 2.5 ft.Low Euphorbia tirucalli 'Sticks on Fire' Red Pencil Tree 15 gal 1 4 - 8 ft 3 - 5 ft Low Hesperaloe parviflora Brakelights Red Yucca 5 gal 11 2 - 3 ft.2 - 3 ft.Very Low Senecio mandraliscae Kleinia 1 gal 15 1 - 2 ft 2 - 3 ft Low Yucca recurvifolia Soft Leaf Yucca 1 gal 3 6 - 8 ft 6 - 8 ft Very Low Grasses Festuca 'Siskiyou Blue'Siskiyou Blue Fescue 1 gal 449 2 ft.2 ft.Low Muhlenbergia capillaris Pink Muhly 5 gal 160 3 ft 3 ft.Dry *California Natives SHRUB TOTAL 681 C Materials Legend Area Material Size Area 3' x 3'2,000 SF 8" W 300 SFMexican river cobble 2-3" DIA "buff" NA 625 SF ** Glaze 'N Seal Natural Look Penetrating Sealer Product#: 327GNSPS5G Natural colored concrete W/ double bladed saw cut joints. Finish: TOPCAST ® #05 W/ matte sealer** Natural colored concrete W/ double bladed saw cut joints. Finish: TOPCAST ® #05 W/ matte sealer Local boulders 3-5' DIA NA P.O.C.P.O.C. 7 L2.3 P.O.C. Irrigation Legend sleeve pipe for main, laterals and wires under paving and through walls Point of Connection at City potable water supply main pipe; Contractor to verify location in field backflow preventer w/ pressure reducer; install per City code irrigation main line subsurface dripline flow sensor master valve, normally closed 1" irrigation system sub-meterSM irrigation lateral pipe ball valve note: see equipment schedule, sheet L2.4 (permit submittal) for detailed equipment information QF dripline header 4 3 L2.3 2 L2.3 1 L2.3 4 L2.3 4 L2.4 1 L2.4 7,8 L2.3 7,8 L2.3 weather based irrigation controller, interior wall mount quick coupler flow sensor rain sensor HYDROZONE/ VALVE NUMBER VALVE SIZE GPMXX tree bubbler A mf manual flush valve air relief valve pressure regulating drip valve assembly pressure regulating electric bubbler valve ball valve 6 L2.4 7 L2.4 10 L2.3 11 L2.3 6 L2.3 5 L2.3 3 L2.4 2 L2.4 4 L2.3 L2.3 Irrigation Hydrozone Legend hydrozone designation biorenention zone # # T SAN>SAN>SAN>SAN> SA N > SA N > SA N > SA N > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > 2 7 0 . 0 0 ' X X X X X X X X X X X X ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH SN SCO SN ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH 336.53 336.44 346.46 339.41 339.84339.58 339.91 340.08 337.13 340.42 338.12 336.06 342.46 WM SCO WCR SN SN 335 33 6 337 338 339 340 341 342 343 344 338 339 3 4 6 3 4 7 3 4 8 3 4 9 3 5 0 3 5 2 3 5 3 3 5 4 3 5 5 EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE T T T T T T T 11 /2 " W W W SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > S A N > E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 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 SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN> SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> W W - 1 0 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E (338 .02) TC/FS (338 .18) TC/FS (338 .35) FS (336 .49) FS (335 .73) FS (335 .75) TC/FS (335 .15) FS (336 .36TC) (336 .08FS) (339 .26) TC/FS (339 .35) FS (340 .56) FS (340 .66) TC/FS (341 .12TC) (340 .74FS) (341.42TC) (341.11FS) (341.59TC) (341.11FS) (341.88TC) (341.40FS) (341.28TC) (340.33FS) (341.38TC) (340.52FS)(341.55TC) (340.53FS) (341.49TC) (340.17FS) (340.40TC) (340.16FS) (354.68) FS (354.30) FS (354.25) FS (353.76) FS (350.83) FS (346.97) FS (345.78) FS (345.64) FS (345.71) RIM (345.37) FS (345.06) FS (344.92) STEP (345.01) STEP (344.43) STEP (344.36) STEP (343.93) FS (343.87) FS (342.70) FS (342.73) FS (341.54) FS (341.52) FS (343.77) FS (342 .73) FS (342 .46) RIM (341 .75) FS (341 .15) FS (354.61TC) (354.01FL) (354.19LIP) (353.69TC) (353.06FL) (353.24LIP) (352.60TC) (351.77FL) (352.37) LIP (351.00) LIP (351.56TC) (350.72FL) (352.53) RIM (350.93TC) (350.30FL) (350.52LIP) (346.77TC) (346.05FL) (346.23LIP) (346.28TC) (345.47FL) (345.50TC) (344.67FS) (345.35TC) (344.68FL) (344.84LIP) (344.66TC) (344.00FL) (344.23LIP) (343 .44TC) (342 .78FL) (342 .48TC) (340 .22FL) (341 .96LIP) (341 .65) TC (341 .17) LIP (340 .87TC) (340 .22FL) (340 .37LIP) (340 .45TC) (339 .83FL) (340 .01LIP) (339 .74) TC/FS (338 .64) TC/FS (339 .01TC) (338 .40FL) (338 .58LIP) (338 .08TC) (337 .45FL) (337 .63LIP) (336 .14TC) (335 .48FL) (335 .62LIP) (335 .67TC) (335 .13FL) (335 .29LIP) (336 .17TC) (335 .71FS) (336 .29TC) (335 .80FS) (337 .18TC) (336 .77FS) (337 .00TC) (336 .41FS) (338 .81TC) (338 .35FS) (338 .92TC) (338 .44FS) (339 .75TC) (339 .33FS) (339 .64TC) (339 .13FS) (340 .29TC) (339 .82FS) (341 .10TC) (340 .69FS) WM SLBX TSBXCONC WALKW A Y (354.93) TOP (353.35) TOP (350.56) TOP (347.07) TOP (345.46) TOP EXIST CLF (342.24) TOE (348.96) NG (348.58) NG (340.46) TOE (342.19) TOE (349.03) TW (345.11) TW (349.04) TW (345.24) TW SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SAN > SAN > SAN > SAN > SAN > SAN > SA N > SA N > SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SA N > SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN> SS T V A N RESTAURANT: 3,233 S.F. CORRAL: 256 S.F. F. F. = 341.40 S O U T H I M P E R I A L H I G H W A Y LOAD I N G ZONE DR I V E TH R U ON E W A Y DO N O T EN T E R C L E A N A I R / V A N P O O L / E V C L E A N A I R / V A N P O O L / E V V A N LOA D I N G ZO N E PL PL PL DO NO T EN T E R ON E WAY scale: 1/16" = 1'0" 0 10 20 30 FTE Avenida Bernardo I m p e r i a l H w y 7 2 3 4 5 6 7 Irrigation Notes 1. Install drip irrigation system per City 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 emitters 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 = 10,126 SF Total Area of Drip = 9,826 SF or 100% 14. Pressure compensating screens are required for all tree bubblers. 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) Preliminary Irrigation M.Colvin L1.2 Pr o j e c t N o . Sheet Number: Revisions: DATE NAME Drawn By: #DATENAME 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: CUP Approval Title: Submittal Date: July 3rd, 2018 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 RC327 191 S. Imperial Hwy Anaheim Hills, CA 92807 12.31.18 # 07/2018 Abbreviations APROX.-approximate DG -decomposed granite (E)-existing EQ.-equal 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 Preliminary Planting M.Colvin L1.3 Pr o j e c t N o . Sheet Number: Revisions: DATE NAME Drawn By: #DATENAME & Material 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: CUP Approval Title: Submittal Date: July 3rd, 2018 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 RC327 191 S. Imperial Hwy Anaheim Hills, CA 92807 12.31.18 # 07/2018 Yucca recurvifolia Bioretention Plantings Muhlenbergia capillarisJuncus patens 'Elks Blue'Chondropetlum tectorumCarex divulsa Grasses Festuca siskiyou blueMuhlenbergia capillaris Trees Platanus Racemosa MultiOlea europaea 'Swan Hill' Materials Natural Colored Sawcut Concrete 'Double Bladed' 4-6" DIA Local River Cobble Perennials & Succulents Dianella revoluta 'Little Rev'Dietes bicolor Agave americana Agave attenuata 'Nova'Aloe striata Senecio mandraliscaeEuphorbia turcalli Hesperaloe parviflora Shrubs Podocarpus macrophyllus Rhaphiolepis umbellata 'Minor'Grevillea 'Long John'Juniperus 'Spartan'Rosmarinus officianlis 'Irene'Rosa Iceberg Floribunda RAISING CANE'S ANAHEIM HILLS CA PARKING LOT Designer Kevin Devine Date 3/27/2018 Scale As Shown Drawing No.51004-9 A1 Summary 1 of 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. 1 0. 1 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0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 4 0. 9 1. 9 2. 1 1. 2 0. 7 0. 5 0. 4 0. 4 0. 5 0. 6 0. 6 0. 7 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 1. 2 6. 1 4. 2 2. 3 1. 5 1. 1 0. 7 0. 6 0. 5 0. 4 0. 3 0. 4 0. 5 0. 4 0. 3 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 1. 0 1. 3 1. 6 2. 0 1. 5 1. 5 1. 0 0. 7 0. 5 0. 4 0. 4 0. 3 0. 3 0. 3 0. 3 0. 3 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. 2 0. 3 0. 5 0. 7 0. 8 0. 8 0. 7 0. 6 0. 5 0. 4 0. 3 0. 3 0. 2 0. 2 0. 2 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. 2 0. 2 0. 3 0. 5 0. 7 0. 6 0. 5 0. 4 0. 4 0. 3 0. 2 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. 2 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 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. 2 0. 2 0. 2 0. 2 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. 1 0. 1 0. 1 0. 1 0. 1 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2 5 ' BB @ 2 5 ' Pl a n V i e w Sc a l e - 1 " = 2 0 f t Sc h e d u l e Sy m b o l L a b e l Q u a n t i 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 ion L a m p Number Lamps Filename Lumens Per LampLight Loss Factor Wattage AA 1 L i t h o n i a L i g h t i n g K A X 1 L E D P 3 4 0 K R5 M V O L T KAX AREA SERIES SIZE 1, PERFORMANCE PACKAGE 3, 4000 K,TYPE 5, 120-277VLED 1 K A X 1 _ L E D _ P 3 _ 4 0 K _R5_MVOLT.ies18224 0 . 8 9 5 2 0 BB 5 L i t h o n i a L i g h t i n g K A X 1 L E D P 3 4 0 K R3 M V O L T KAX AREA SERIES SIZE 1, PERFORMANCE PACKAGE 3, 4000 K,TYPE 3, 120-277VLED 1 K A X 1 _ L E D _ P 3 _ 4 0 K _R3_MVOLT.ies16609 0 . 8 9 1 3 0 CC 1 L i t h o n i a L i g h t i n g K A X 1 L E D P 3 4 0 K R4 M V O L T KAX AREA SERIES SIZE 1, PERFORMANCE PACKAGE 3, 4000 K,TYPE 4, 120-277VLED 1 K A X 1 _ L E D _ P 3 _ 4 0 K _R4_MVOLT.ies17213 0 . 8 9 1 3 0 DD 1 L i t h o n i a L i g h t i n g K A X 1 L E D P 3 4 0 K R4 M V O L T KAX AREA SERIES SIZE 1, PERFORMANCE PACKAGE 3, 4000 K,TYPE 4, 120-277VLED 1 K A X 1 _ L E D _ P 3 _ 4 0 K _R4_MVOLT.ies17213 0 . 8 9 2 6 0 St a t i s t i c s De s c r i p t i o n 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 PA R K I N G CA L C U L A T I O N S 6.6 fc 1 2 . 8 f c 0 . 6 f c 2 1 . 3 : 1 1 1 . 0 : 1 SP I L L S U M M A R Y 1 . 2 f c 1 2 . 8 f c 0 . 0 f c N / A N / A Luminaire Locations No. L a b e l X Y Z Location MH O r i e n t a t i o n 2 B B 9 8 . 9 3 - 3 2 . 4 7 2 5 . 0 0 2 5 . 0 0 5 . 0 0 3 B B 1 5 2 . 9 2 1 1 . 8 9 2 5 . 0 0 2 5 . 0 0 2 5 7 . 0 0 6 B B 1 2 6 . 1 2 5 0 . 4 3 2 5 . 0 0 2 5 . 0 0 2 5 7 . 0 0 7 A A 6 1 . 4 5 8 5 . 2 0 2 5 . 0 0 2 5 . 0 0 7 5 . 7 1 AA-1 6 4 . 3 6 8 5 . 9 4 2 5 . 0 0 2 5 . 0 0 7 5 . 7 1 AA-2 6 2 . 1 9 8 2 . 2 9 2 5 . 0 0 2 5 . 0 0 1 6 5 . 7 1 AA-3 5 8 . 5 4 8 4 . 4 6 2 5 . 0 0 2 5 . 0 0 2 5 5 . 7 1 AA-4 6 0 . 7 1 8 8 . 1 1 2 5 . 0 0 2 5 . 0 0 3 4 5 . 7 1 8 C C 1 1 6 . 8 7 1 3 5 . 6 3 2 5 . 0 0 2 5 . 0 0 2 5 5 . 6 6 9 D D 1 . 5 0 4 0 . 0 0 2 5 . 0 0 2 5 . 0 0 2 7 0 . 0 0 DD-1 - 3 . 5 0 4 0 . 0 0 2 5 . 0 0 2 5 . 0 0 2 7 0 . 0 0 DD-2 1 . 5 0 4 5 . 0 0 2 5 . 0 0 2 5 . 0 0 0 . 0 0 10 B B 1 0 0 . 5 0 3 1 . 0 0 2 5 . 0 0 2 5 . 0 0 5 7 . 2 6 11 B B - 1 8 . 9 5 - 1 7 . 2 7 2 5 . 0 0 2 5 . 0 0 5 5 . 6 5 Di s c l a i m e r Ne w d i s c l a i m e r : 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 nl 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 cu 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 ) u n d e r s t a n d h o w va 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 i g ht i n g s u b m i t t a l i s 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 pr 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 wa 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 , r e l i a b i l i t y or 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 li 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 ec t r i c a l p l a n s a n d s p e c i f i c a t i o n s ) p r o v i d e d t o A c u i ty 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 w e r v e r s i o n s ex 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 e rs 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 ei 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 ) , it i s th e o b l i g a t i o n o f 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 ic 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 ad 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 e d d e s i g n me 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 in 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 it 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 i c u l a r ap p l i c a t i o n . I n 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 on 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 in 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 . 1. Readings shown are based on a total LLF of as sh own at grade. Data references the extrapolated performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11).2. Please refer to the "luminaire locations" for mo unting heights.3. Product information can be obtained at www.Litho nia.com or through your local agency. SITE PLAN V A N AVENIDA BERNARDO NORTH S O U T H I M P E R I A L H I G H W A Y 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval PARKING STUDY SITE PLAN A01.0 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval 1 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval 1 2 EXTERIOR ELEVATIONS A04.1 OPEN 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval 1 2 EXTERIOR ELEVATIONS A04.2 1 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval ROOF PLAN A10.1 1 1 2 3 4 5 6 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 RAC16037.3 07.03.2018 IRVINE Sheet Title: Revisions: # Prototype Issue Date: Date Issued:Bulletin Number: Design Bulletin Updates: - Contact: Jeff Liederman (949) 430-7051 jliederman@pmdginc.com Jeff Liederman, Architect 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Raising Cane's 191 S. Imperial Hwy Anaheim, CA 92807 Prototype 4 CA-HC Store # RC0327 Date Description 08.01.2017 Development Plan Review 4th Development Plan Review 11.01.2017 2nd Development Plan Review 01.18.2018 3rd Development Plan Review 04.16.2018 4th Development Plan Review 06.27.2018 CUP Final Plan Approval 07.03.2018 CUP Final Plan Approval TRASH ENCLOSURE A10.3 AT T A C H M E N T NO. 4 PROJECT SUMMARY Raising Cane’s 191 S. Imperial Highway Development Standard C-G Standards Proposed Project Site Area None 36,385 sq. ft. OR 33,105 net (Sht. C100) Building Area 3233 sq. ft. OR 3489 sq. ft. (Sht. C100) Floor Area Ratio 0.50 maximum 0.1 Building Height 75 feet 150’ from R zone – 1 story req. 20’-50’ 23’-10” Landscape Setbacks: Abutting any arterial highway Local street 25’ for Scenic Corridor 15’ req’d as measured from the ultimate highway right-of-way line as designated on the Circulation Element of the General Plan 10 feet *8’ to 15’ (Imperial Hwy) Includes 7 feet irrevocable offer for street dedication 15’-25’ (Avenida Bernardo North) Structural Setbacks: Abutting arterial highway Local street Interior 50 feet 20 feet None 58 feet 37 feet 25 feet Parking 17 spaces 42 spaces @10 spaces/1000 sq. ft. GFA w/outdoor dining and corral 264 sq. ft. covered patio 500 sq. ft. uncovered patio 238 sq. ft. corral If part of Large Comm. Ctr. ≤40% restaurant, then 4/1000 27 spaces (4,235 sq. ft. total, including 3,233 sq. ft. restaurant w/outdoor dining area and corral) *Variance required 05.22.18 ATTACHMENT NO. 5 Office Locations Sacramento • Portland • Phoenix • Dallas • San Francisco • Denver • Los Angeles www.pmdginc.com PM Design Group, Inc. 38 Executive Park. Suite 310 Irvine, CA 92614 P: (949) 200-8042 23 April 2018 CITY OF ANAHEIM PUBLIC WORKS Public Works and Engineering Department 200 S. Anaheim Boulevard, Ste. 276 Anaheim, CA 92805 Re: CUP2017-05930/VAR2018-05102/DEV2017-00080 191 S. Imperial Highway (Raising Cane’s RC #327) Public Works and Engineering Division comments Attention: Mr. Wayne Carvalho The above-referenced site, is located at the Northwest corner of Imperial Highway and Avenida Bernardo. Accordingly, per the City of Anaheim, there is a 25’-0” landscape setback along the Imperial Highway frontage as well as a 7’- 0” right-of-way dedication to the City. We respectfully request a variance to 15’-0” in lieu of said 25’-0” landscape setback north of the proposed drive aisle access into the Raising Cane’s site and a variance of 8’-0” - 9’-0” (varies) in lieu of said 25’-0” landscape setback south of the proposed drive aisle access into the Raising Cane’s site along the Imperial Highway frontage. Granting this variance will yield complimentary landscaping space in accordance with that which occurs north of the subject property (191 S. Imperial Highway, Proposed Raising Cane’s Restaurant) at the existing Crossroads Shopping Center as well as the existing residential development across from Canyon High School (southerly from the subject property across Avenida Bernardo). Thank you very much for consideration of this variance request and to the City of Anaheim. Please do not hesitate to contact me at any time should you have any comments and/or questions. With sincere appreciation, Arin D. Resnicke, Architect A.I.A., Senior Project Manager (949) 701-2261 Mobile aresnicke@pmdginc.com PM Design Group, Inc. cc: Kristen Roberts, Raising Cane’s John Measels, P.E., JM Civil Engineering Andre Sutiono, P.E., JM Civil Engineering ATTACHMENT NO. 6 PM Design Group, Inc. 38 Executive Park. Suite 310 Irvine, CA. 92614 P: 949.430-7051 F: 949.381.5850 Office Locations Sacramento  Portland  Phoenix  Dallas  San Francisco  Denver  Los Angeles www.pmdginc.com January 18, 2018 Wayne Carvalho, Contract Planner City of Anaheim Planning Department 200 South Anaheim Boulevard – Suite # 162 Anaheim, CA 92805 Re: Variance Justification Letter CUP2017‐05930/DEV2017‐00080 Raising Cane’s Restaurant 191 S Imperial Highway, Anaheim, CA 92807 Dear Mr. Wayne As per Section 18.74.060 of the Anaheim Municipal Code, please accept this variance clarification letter. Zoning: The site is within the Scenic Corridor (SC) Overlay Zone and is subject to standards specified in Chapter 18.18.090 of the Commercial Zoning Standards. 0101: All buildings adjacent to freeways, expressways or scenic highways shall have a minimum building setback of ninety (90) feet, and a minimum landscaped setback of twenty‐five (25) feet. Variance: We are requesting to maintain the 17’‐0” Landscaping set back south of the Imperial Highway driveway as existing that make the development to not meet zoning code as described above. Justification: The reasons for the request are: ‐ To maintain the landscaping setback to be in line with the existing properties setback south of the subject site. ‐ To maintain the south east corner of the property slope as existing. ‐ To maintain the four existing parking stalls in the south east corner and to be used for employee only parking. We believe that keeping the existing landscaping setback will maintain the shape and the physical characteristics of this corner and will blend it with properties to the south. 1. All properties to the south have the same setback. 2. There is no other neighboring properties that have the same type of improvement that we are requesting. 3. We have the ability to comply with the zoning requirements and widening the landscaping setback to 25’‐0”, however we believe that keeping the 17’‐0” Landscaping setback as existing is creating a better mix with the surrounding properties. Note: Raising Cane’s site and overall site will still meet the parking requirement even if we lose the four stalls by widening the landscaping setback. Best Regards, Mo Mokled Project Manager PM Design Group, Inc. 38 Executive Park, Suite 310, Irvine, CA., 92614 P: 949.430.7017 Fax: 949.381.5850 Traffic Impact Study for the: Anaheim Raising Cane’s – Imperial Highway Project Prepared for: The City of Anaheim June, 2018 ATTACHMENT NO. 7 TRAFFIC IMPACT STUDY FOR THE ANAHEIM RAISING CANE’S – IMPERIAL HIGHWAY 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 ........................................................................................................... 9 Daily Roadway Operating Conditions .................................................................................................... 12 TRIP GENERATION ................................................................................................................................................................................... 12 Project Trip Generation.......................................................................................................................... 12 Trip Distribution and Assignment .......................................................................................................... 15 EXISTING PLUS PROJECT CONDITIONS ............................................................................................................................................ 15 Peak Hour Intersection Operations ......................................................................................................... 15 Daily Roadway Operating Conditions .................................................................................................... 15 OPENING YEAR 2019 (CUMULATIVE) CONDITIONS .................................................................................................................... 21 Background Growth ..................................................................................................................... 21 Cumulative Projects ..................................................................................................................... 21 Opening Year 2019 Conditions .............................................................................................................. 21 Peak Hour Intersection Operations ............................................................................................. 21 Daily Roadway Operating Conditions ......................................................................................... 21 Opening Year 2019 (Cumulative) Plus Project Conditions ..................................................................... 27 Peak Hour Intersection Operations ............................................................................................. 27 Daily Roadway Operating Conditions ......................................................................................... 27 MITIGATION ............................................................................................................................................................................................... 31 SITE ACCESS AND CIRCULATION ........................................................................................................................................................ 31 SUMMARY OF FINDINGS AND CONCLUSIONS ................................................................................................................................ 32 APPENDICES Appendix A Traffic Count 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 – Site Plan ..................................................................................................................................... 4 Figure 3 – Existing Lane Configuration and Traffic Control ...................................................................... 5 Figure 4 – Existing Traffic Volumes ......................................................................................................... 10 Figure 5 – Project Trip Distribution ......................................................................................................... 16 Figure 6 – Project-Related Traffic Volumes ............................................................................................. 17 Figure 7 – Existing Plus Project Traffic Volumes ..................................................................................... 18 Figure 8 – Location of Cumulative Projects ............................................................................................. 23 Figure 9 – Opening Year 2019 Traffic Volumes ....................................................................................... 24 Figure 10 – Opening Year 2019 Plus Project Traffic Volumes ................................................................. 28 LIST OF TABLES Table 1 – Summary of Intersection Operation – Existing Conditions ..................................................... 11 Table 2 – Summary of Roadway Segment Operation – Existing Conditions ........................................... 13 Table 3 – Summary of Project Trip Generation ....................................................................................... 14 Table 4 – Summary of Intersection Operation – Existing Plus Project Conditions ................................. 19 Table 5 – Summary of Roadway Segment Operation – Existing Plus Project Conditions ....................... 20 Table 6 – Summary of Cumulative Projects ............................................................................................. 22 Table 7 – Summary of Intersection Operation – Opening Year 2019 Conditions ................................... 25 Table 8 – Summary of Roadway Segment Operation – Opening Year 2019 Conditions ......................... 26 Table 9 – Summary of Intersection Operation – Opening Year 2019 Plus Project Conditions ............... 29 Table 10 – Summary of Roadway Segment Operation – Opening Year 2019 Plus Project Conditions ... 30 Anaheim Raising Cane’s – Imperial Highway - 1 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 TRAFFIC IMPACT STUDY FOR THE ANAHEIM RAISING CANE’S – IMPERIAL HIGHWAY 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 with drive-through, to be located within the existing Crossroads Shopping Center at 191 S. Imperial Highway in the City of Anaheim. PROJECT DESCRIPTION Existing Site The project site is located within the existing Crossroads Shopping Center, which is bounded by Santa Ana Canyon Road to the north, Imperial Highway to the east, Avenida Margarita to the west, and residential uses and Avenida Bernardo to the south. The site is currently a vacant commercial building. 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 on the southernmost corner of the Crossroads Shopping Center, adjacent to Imperial Highway, and just north of Avenida Bernardo. The project would consist of demolition of the existing building, and construction of the Raising Cane’s restaurant and drive-through lane. Access to the Raising Cane’s project will be provided via two existing shopping center driveways on Imperial Highway. At the north driveway, right turns into and out of the project site, as well as left turns into the project site, are allowed. The south driveway is right-in-right-out (RIRO) only. Vehicles wanting to head north on Imperial Highway from the project site would need to turn right out of either driveway and make a U- turn at the intersection of Imperial Highway at Avenida Bernardo. 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 – Imperial Highway - 2 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 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.Royal Oak Road at Santa Ana Canyon Road 2.Imperial Highway at Santa Ana Canyon Road 3.Anaheim Hills Road at Santa Ana Canyon Road 4.Imperial Highway at Avenida Bernardo 5.Imperial Highway at Nohl Ranch Road Since Raising Cane’s is not open during the morning peak hour, the intersection analysis will be conducted for the evening peak hour only. All study intersections are signalized. Roadway Segments: 1.Imperial Highway – North of Santa Ana Canyon Road 2.Imperial Highway – Santa Ana Canyon Road to Avenida Bernardo 3.Imperial Highway – Avenida Bernardo to Nohl Ranch Road 4.Imperial Highway – South of Nohl Ranch Road 5.Santa Ana Canyon Road – West of Imperial Highway 6.Santa Ana Canyon Road – East of Imperial Highway The study intersection and roadway segment locations are shown on Figure 3. Anaheim Raising Cane’s – Imperial Highway - 6 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 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 – Imperial Highway - 7 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 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. For roadway segments that are deficient on a daily basis, the City of Anaheim applies a methodology to determine the level of service for peak hour traffic conditions. 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 – Imperial Highway - 8 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 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 SR-91 Freeway, located approximately one-half mile to the north of the project site; and the SR-55 Freeway, located approximately 3 miles west of the project site. Local access to the project vicinity is provided by local arterial and commuter roadways. Imperial Highway is a north-south four- to eight-lane divided roadway and forms the east boundary of the project site. Imperial Highway is an eight-lane divided roadway north of Santa Ana Canyon Road, a five-lane divided roadway between Santa Ana Canyon Road and Nohl Ranch Road, and a four-lane divided roadway south of Nohl Ranch Road. On-street parking is restricted on both sides of the roadway. The posted speed limit is 40 miles per hour (mph). The speed limit is reduced to 25 mph when children are present. Imperial Highway is classified as a Major Arterial north of Avenida Bernardo (North) and as a Hillside Primary Arterial south of Avenida Bernardo (North), in the City of Anaheim General Plan Circulation Element. Santa Ana Canyon Road is an east-west four- to six-lane divided roadway. Within the project vicinity, Santa Ana Canyon Road is a six-lane divided roadway west of Imperial Highway, a five-lane divided roadway between Imperial Highway and Solomon Drive, and a four-lane divided roadway east of Solomon Drive. On-street parking is restricted on both sides of the roadway. The posted speed limit is 45 mph. Within the project vicinity, Santa Ana Canyon Road is classified as a Scenic Expressway west of Imperial Highway and a Primary Arterial east of Imperial Highway. Avenida Bernardo is a two-lane undivided roadway that loops and connects to Imperial Highway at two locations. Avenida Bernardo North forms the south boundary of the project site. On-street parking is allowed on both sides of the roadway. The posted speed limit is 25 mph. Anaheim Raising Cane’s – Imperial Highway - 9 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 Nohl Ranch Road is an east-west four-lane undivided roadway, located approximately one-half mile south of the project site. On-street parking is restricted on both sides of the roadway. The posted speed limit is 40 mph. Nohl Ranch Road is classified as a Hillside Secondary Arterial in the City’s Circulation Element. Existing Transit Service Public transportation service for the immediate project area is provided by the Orange County Transportation Authority (OCTA). The bus stops located near the project site are: ·The northwest and southeast corners of the intersection of Imperial Highway at La Palma Avenue (approximately ¾ of a mile north of the project site) The following OCTA bus routes serve the project vicinity: Route 30 operates between the Cities of Cerritos and Anaheim, travelling along Orangethorpe Avenue, Imperial Highway and La Palma Avenue in the City of Anaheim. Service is provided every day with an approximate headway of 30 minutes during the weekdays and 60 minutes during the weekends and holidays. Route 38 operates between the Cities of Lakewood and Anaheim Hills / Yorba Linda, travelling along La Palma Avenue, Yorba Linda Boulevard, and Santa Ana Canyon Road in the City of Anaheim. Service is provided every day with varying headways during the weekdays and approximately 45-minute headways during the weekends and holidays. EXISTING OPERATING CONDITIONS Existing Traffic Volumes Existing daily and evening peak hour turning movement traffic count data was collected in April, 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. 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. TABLE 1 SUMMARY OF INTERSECTION OPERATION EXISTING CONDITIONS Int. #Intersection ICU LOS 1 Royal Oak Road at Santa Ana Canyon Road S 0.565 A 2 Imperial Highway at Santa Ana Canyon Road S 0.741 C 3 Anaheim Hills Road at Santa Ana Canyon Road S 0.723 C 4 Imperial Highway at Avenida Bernardo S 0.528 A 5 Imperial Highway at Nohl Ranch Road S 0.663 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 - Imperial Highway Traffic Impact Study - 11 -Kimley-Horn and Associates, Inc. June, 2018 Anaheim Raising Cane’s – Imperial Highway - 12 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 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 all study roadway segments are currently operating at an acceptable Level of Service (LOS C or better). 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 January, 2018, 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 149 new evening peak hour trips (73 inbound and 76 outbound). A summary of the trip generation estimates is provided on Table 3. A copy of the trip generation study is provided in Appendix C. 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. North of Santa Ana Canyon Road 8 Lanes Divided 75,000 48,471 0.646 B Santa Ana Canyon Road to Avenida Bernardo 5 Lanes Divided 1 46,917 30,214 0.644 B Avenida Bernardo to Nohl Ranch Road 5 Lanes Divided 1 46,917 29,369 0.626 B South of Nohl Ranch Road 4 Lanes Divided 37,500 22,586 0.602 A West of Imperial Highway 6 Lanes Divided 56,300 21,117 0.375 A East of Imperial Highway 5 Lanes Divided 1 46,917 35,298 0.752 C Notes: LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 2 SUMMARY OF ROADWAY SEGMENT OPERATION EXISTING CONDITIONS LOS E Capacity LOSSegmentRoadwayExisting ADTLane Configuration V / C 1 Portions of Imperial Highway and Santa Ana Canyon Road currently provide 2 lanes in one direction, and 3 lanes in the other, for a total of 5 lanes. The daily capacity for a 6-lane divided roadway has been factored proportionately to reflect 5 lanes. Imperial Highway Santa Ana Canyon Road Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 13 -Kimley-Horn and Associates, Inc. June, 2018 TABLE 3 SUMMARY OF PROJECT TRIP GENERATION RAISING CANE'S - IMPERIAL HIGHWAY Trip Generation Estimates 1,2 PM Peak Hour Land Use Quantity Unit Daily In Out Total Fast-Food Restaurant w/ Drive-Through 3.233 KSF 2,845 97 101 198 Pass-By Reduction for Fast-Food Restaurant (25%) 3 -711 -24 -25 -49 Total Project Trips 2,134 73 76 149 1 Source: Trip Generation Survey (Raising Cane's Trip Generation Study, January, 2018) 3 A pass-by reduction of 25% was applied, based on discussion with City of Anaheim staff. 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. Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 14 -Kimley-Horn and Associates, Inc. June, 2018 Anaheim Raising Cane’s – Imperial Highway - 15 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 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 4. 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 5. Review of this table indicates that all study roadway segments would continue to operate at an acceptable Level of Service (LOS C or better) with the addition of project traffic. TABLE 4 SUMMARY OF INTERSECTION OPERATION EXISTING PLUS PROJECT PM Peak Hour Int. #Intersection ICU LOS ICU LOS 1 Royal Oak Road at Santa Ana Canyon Road S 0.565 A 0.569 A 0.004 No 2 Imperial Highway at Santa Ana Canyon Road S 0.741 C 0.752 C 0.011 No 3 Anaheim Hills Road at Santa Ana Canyon Road S 0.723 C 0.728 C 0.005 No 4 Imperial Highway at Avenida Bernardo S 0.528 A 0.536 A 0.008 No 5 Imperial Highway at Nohl Ranch Road S 0.663 B 0.680 B 0.017 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 - Imperial Highway Traffic Impact Study - 19 -Kimley-Horn and Associates, Inc. June, 2018 Roadway Segment LOS E Capacity Existing ADT Project Traffic Existing + Project V / C LOS Change in V/C Significant Impact? North of Santa Ana Canyon Road 75,000 48,471 320 48,791 0.651 B 0.005 No Santa Ana Canyon Road to Avenida Bernardo 1 46,917 30,214 1,280 31,494 0.671 B 0.027 No Avenida Bernardo to Nohl Ranch Road 1 46,917 29,369 854 30,223 0.644 B 0.018 No South of Nohl Ranch Road 37,500 22,586 320 22,906 0.611 B 0.009 No West of Imperial Highway 56,300 21,117 427 21,544 0.383 A 0.008 No East of Imperial Highway 1 46,917 35,298 534 35,832 0.764 C 0.012 No Notes: LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity 1 Portions of Imperial Highway and Santa Ana Canyon Road currently provide 2 lanes in one direction, and 3 lanes in the other, for a total of 5 lanes. The daily capacity for a 6-lane divided roadway has been factored proportionately to reflect 5 lanes. Imperial Highway Santa Ana Canyon Road TABLE 5 EXISTING PLUS PROJECT SUMMARY OF ROADWAY SEGMENT OPERATION Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 20 -Kimley-Horn and Associates, Inc. June, 2018 Anaheim Raising Cane’s – Imperial Highway - 21 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 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 6. 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 7. Review of this table shows that, with the addition of ambient growth and Cumulative Project traffic, the study intersections would continue to operate 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 for Opening Year 2019 Conditions and the results are summarized on Table 8. Review of this table indicates that all study roadway segments would continue to operate at an acceptable Level of Service (LOS C or better) under Opening Year 2019 Conditions. TABLE 6 SUMMARY OF CUMULATIVE PROJECTS Trip Generation Estimates PM Peak Hour Project #Land Use Quantity Unit Daily In Out Total 1 Tri Point Homes 75 DU 708 47 27 74 Wescom Bank 5.233 KSF 523 54 54 108 Pass-by Trips (35%) 1 29%35%-183 -19 -19 -38 Arco Service Station 12 FP 2,464 86 82 168 Pass-by Trips (56%) 1 62%56%-1,380 -48 -46 -94 4 Anaheim Hills Residential 60 DU 439 21 12 33 Total Cumulative Project Trips 2,571 141 110 251 Source: City of Anaheim, http://gis.anaheim.net/andysmap/ 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition DU = Dwelling Units, KSF = 1,000 square feet, FP = Fueling Position 2 3 Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 22 -Kimley-Horn and Associates, Inc. June, 2018 TABLE 7 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2019 CONDITIONS Int. #Intersection ICU LOS 1 Royal Oak Road at Santa Ana Canyon Road S 0.573 A 2 Imperial Highway at Santa Ana Canyon Road S 0.753 C 3 Anaheim Hills Road at Santa Ana Canyon Road S 0.733 C 4 Imperial Highway at Avenida Bernardo S 0.538 A 5 Imperial Highway at Nohl Ranch Road S 0.679 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 - Imperial Highway Traffic Impact Study - 25 -Kimley-Horn and Associates, Inc. June, 2018 Roadway Segment LOS E Capacity Existing ADT Existing + Growth Cumulative Project Traffic Opening Year 2019 ADT V / C LOS North of Santa Ana Canyon Road 75,000 48,471 48,956 570 49,526 0.660 B Santa Ana Canyon Road to Avenida Bernardo 1 46,917 30,214 30,516 430 30,946 0.660 B Avenida Bernardo to Nohl Ranch Road 1 46,917 29,369 29,663 430 30,093 0.641 B South of Nohl Ranch Road 37,500 22,586 22,812 278 23,090 0.616 B West of Imperial Highway 56,300 21,117 21,328 274 21,602 0.384 A East of Imperial Highway 1 46,917 35,298 35,651 234 35,885 0.765 C Notes: LOS = Level of Service V / C = Volume to Capacity 1 Portions of Imperial Highway and Santa Ana Canyon Road currently provide 2 lanes in one direction, and 3 lanes in the other, for a total of 5 lanes. The daily capacity for a 6-lane divided roadway has been factored proportionately to reflect 5 lanes. TABLE 8 SUMMARY OF ROADWAY SEGMENT OPERATION OPENING YEAR 2019 CONDITIONS ADT = Average Daily Traffic Imperial Highway Santa Ana Canyon Road Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 26 -Kimley-Horn and Associates, Inc. June, 2018 Anaheim Raising Cane’s – Imperial Highway - 27 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 Opening Year 2019 (Cumulative) Plus Project Conditions Project-related traffic volumes for the proposed project were added to the Opening Year 2019 forecast 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 9. 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 The results of the roadway Level of Service analysis are summarized on Table 10. Review of this table indicates that all study roadway segments would continue to operate at an acceptable Level of Service (LOS C or better) with the addition of project traffic. TABLE 9 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2019 PLUS PROJECT PM Peak Hour Int. #Intersection ICU LOS ICU LOS 1 Royal Oak Road at Santa Ana Canyon Road S 0.573 A 0.577 A 0.004 No 2 Imperial Highway at Santa Ana Canyon Road S 0.753 C 0.765 C 0.012 No 3 Anaheim Hills Road at Santa Ana Canyon Road S 0.733 C 0.737 C 0.004 No 4 Imperial Highway at Avenida Bernardo S 0.538 A 0.547 A 0.009 No 5 Imperial Highway at Nohl Ranch Road S 0.679 B 0.696 B 0.017 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 - Imperial Highway Traffic Impact Study - 29 -Kimley-Horn and Associates, Inc. June, 2018 Roadway Segment LOS E Capacity Opening Year 2019 ADT Project Traffic Opening Year + Project ADT V / C LOS Change in V/C Significant Impact? North of Santa Ana Canyon Road 75,000 49,526 320 49,846 0.665 B 0.005 No Santa Ana Canyon Road to Avenida Bernardo 1 46,917 30,946 1,280 32,226 0.687 B 0.027 No Avenida Bernardo to Nohl Ranch Road 1 46,917 30,093 854 30,947 0.660 B 0.019 No South of Nohl Ranch Road 37,500 23,090 320 23,410 0.624 B 0.008 No West of Imperial Highway 56,300 21,602 427 22,029 0.391 A 0.007 No East of Imperial Highway 1 46,917 35,885 534 36,419 0.776 C 0.011 No Notes: LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity 1 Portions of Imperial Highway and Santa Ana Canyon Road currently provide 2 lanes in one direction, and 3 lanes in the other, for a total of 5 lanes. The daily capacity for a 6-lane divided roadway has been factored proportionately to reflect 5 lanes. Imperial Highway Santa Ana Canyon Road TABLE 10 OPENING YEAR 2019 PLUS PROJECT SUMMARY OF ROADWAY SEGMENT OPERATION Anaheim Raising Cane's - Imperial Highway Traffic Impact Study - 30 -Kimley-Horn and Associates, Inc. June, 2018 Anaheim Raising Cane’s – Imperial Highway - 31 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 2018 MITIGATION Based on the intersection analysis, all study intersections would operate at an acceptable Level 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 segment analysis, all study roadway segments would operate at an acceptable Level of Service (LOS C or better) on a daily 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 via two existing shopping center driveways on Imperial Highway. At the north driveway, right turns into and out of the project site, as well as left turns into the project site, are allowed. The south driveway is right-in-right-out only on Imperial Highway. Vehicles wanting to head north on Imperial Highway from the project site would need to turn right out of either driveway and make a U-turn at the intersection of Imperial Highway at Avenida Bernardo. Due the proximity of the project site to Canyon High School, pedestrian traffic is expected to access the site after school. Currently, there are crosswalks on the west and south legs of the intersection of Imperial Highway at Avenida Bernardo to provide access to the site for pedestrians coming from the school. Anaheim Raising Cane’s – Imperial Highway - 32 - Kimley-Horn and Associates, Inc. Traffic Impact Study June, 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 Crossroads Shopping Center. ·The project impact was evaluated at 5 study intersections and 6 roadway segments 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 study intersections are currently operating at an acceptable Level of Service (LOS D or better), and all study roadway segments are currently operating at an acceptable Level of Service (LOS C or better). ·Trip generation estimates for the project 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. ·The proposed project is estimated to generate approximately 2,134 net new daily trips, with 149 net new trips in the evening peak hour (73 inbound and 76 outbound trips). ·Under Existing Plus Project Conditions, all study intersections would continue to operate at an acceptable Level of Service (LOS D or better), and all study roadway segments would continue to operate at an acceptable Level of Service (LOS C or better). ·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 an acceptable Level of Service (LOS D or better), and all study roadway segments would continue operating at an acceptable Level of Service (LOS C or better). ·Under Opening Year 2019 Plus Project Conditions, all study intersections would continue to operate at an acceptable Level of Service (LOS D or better), and all study roadway segments would continue operating at an acceptable Level of Service (LOS C or better). ·Based on the intersection and roadway analysis, no traffic-related mitigation measures are required for the project. APPENDIX A EXISTING TRAFFIC DATA COLLECTION SHEETS Prepared by National Data & Surveying Services ID:18-01079-001 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 26 16 38 0 PM AM NOON PM PM NOON AM 0.3 0.3 1.3 0 0 56 0 0 3 556 0 0 0 0 10 0 1 86 0 0 0 0 74 1 TEV 0 0 2264 0 12 0 0 0 0 1005 2 PHF 0.95 0 0 141 0 0 0.5 0.5 1 AM NOON PM PM NOON AM PM 0 128 35 81 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM S a n t a A n a C a n y o n R d NONE NONE 0 0 720 Royal Oak Rd 0 0 Royal Oak Rd SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1136 0 P E A K H O U R S Total Vehicles (AM) NONE 04:45 PM - 05:45 PM 0 165 0 Signalized S a n t a A n a C a n y o n R d E A S T B O U N D Peak Hour Turning Movement Count 243 Total Vehicles (PM)Total Vehicles (PM) Royal Oak Rd & Santa Ana Canyon Rd Tuesday 04/17/2018 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 ServicesIntersection Turning Movement Count Location:Royal Oak Rd & Santa Ana Canyon Rd City:Anaheim Project ID:18-01079-001 Control:Signalized Date: NS/EW Streets: 0.5 0.5 1 0 1.3 0.3 0.3 0 1 2 0 0 1 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 18 6 17 0 16 5 13 0 23 198 26 4 26 139 17 1 509 4:15 PM 30 16 31 0 17 4 11 0 21 204 20 2 28 156 20 1 561 4:30 PM 25 17 13 0 4 8 4 0 13 202 27 2 26 135 24 0 500 4:45 PM 28 12 28 0 11 4 6 0 31 252 31 1 17 146 24 3 594 5:00 PM 39 10 16 0 6 3 8 0 16 235 33 2 17 146 13 5 549 5:15 PM 32 5 22 0 12 5 8 0 11 258 45 5 28 130 7 3 571 5:30 PM 29 8 15 0 9 4 4 0 16 260 32 2 24 134 12 1 550 5:45 PM 29 9 23 0 8 4 11 0 22 238 48 2 22 122 14 1 553 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :230 83 165 0 83 37 65 0 153 1847 262 20 188 1108 131 15 4387 APPROACH %'s :48.12%17.36%34.52%0.00%44.86%20.00%35.14%0.00%6.70%80.94%11.48%0.88%13.04%76.84%9.08%1.04% PEAK HR :04:45 PM 292 289 296 04:45 PM TOTAL PEAK HR VOL :128 35 81 0 38 16 26 0 74 1005 141 10 86 556 56 12 2264 PEAK HR FACTOR :0.821 0.729 0.723 0.000 0.792 0.800 0.813 0.000 0.597 0.966 0.783 0.500 0.768 0.952 0.583 0.600 EASTBOUND 2018-04-17 Santa Ana Canyon RdSanta Ana Canyon RdRoyal Oak Rd Royal Oak Rd PM NORTHBOUND Total 0.9530.964 WESTBOUND 0.9340.897 0.800 04:45 PM - 05:45 PM SOUTHBOUND Prepared by National Data & Surveying Services ID:18-01079-002 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 206 1131 764 0 PM AM NOON PM PM NOON AM 1 3 2 0 2 586 0 0 3 439 0 0 0 0 0 0 2 197 0 0 0 0 297 2 TEV 0 0 5951 0 5 0 0 0 0 868 3 PHF 0.98 0 0 149 1 0 2 2.5 0.5 AM NOON PM PM NOON AM PM 6 98 931 274 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 1483 Total Vehicles (PM)Total Vehicles (PM) Imperial Hwy & Santa Ana Canyon Rd Tuesday 04/17/2018 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 04:45 PM - 05:45 PM 0 1814 0 Signalized S a n t a A n a C a n y o n R d E A S T B O U N D Imperial Hwy 0 0 Imperial Hwy SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1911 0 S a n t a A n a C a n y o n R d NONE NONE 0 0 743 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 ServicesIntersection Turning Movement Count Location:Imperial Hwy & Santa Ana Canyon Rd City:Anaheim Project ID:18-01079-002 Control:Signalized Date: NS/EW Streets: 2 2.5 0.5 0 2 3 1 0 2 3 1 0 2 3 2 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 41 209 60 0 206 228 43 0 62 182 35 0 49 114 149 2 1380 4:15 PM 28 209 60 2 180 213 71 0 82 168 39 0 49 122 137 3 1363 4:30 PM 24 210 55 0 181 259 69 0 59 204 37 0 37 132 150 0 1417 4:45 PM 28 225 57 1 225 265 59 0 69 168 29 0 43 120 140 0 1429 5:00 PM 26 237 79 3 180 275 45 0 69 230 44 0 53 116 144 1 1502 5:15 PM 25 230 70 1 179 307 57 0 92 207 36 0 64 93 137 3 1501 5:30 PM 19 239 68 1 180 284 45 0 67 263 40 0 37 110 165 1 1519 5:45 PM 22 221 39 1 209 276 52 0 72 180 32 0 49 100 162 1 1416 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :213 1780 488 9 1540 2107 441 0 572 1602 292 0 381 907 1184 11 11527 APPROACH %'s :8.55%71.49%19.60%0.36%37.67%51.54%10.79%0.00%23.20%64.96%11.84%0.00%15.34%36.53%47.68%0.44% PEAK HR :04:45 PM 292 289 296 05:30 PM TOTAL PEAK HR VOL :98 931 274 6 764 1131 206 0 297 868 149 0 197 439 586 5 5951 PEAK HR FACTOR :0.875 0.974 0.867 0.500 0.849 0.921 0.873 0.000 0.807 0.825 0.847 0.000 0.770 0.915 0.888 0.417 Total 0.9790.888 WESTBOUND 0.977 PM NORTHBOUND 0.949 0.957 04:45 PM - 05:45 PM SOUTHBOUND EASTBOUND 2018-04-17 Santa Ana Canyon RdSanta Ana Canyon RdImperial Hwy Imperial Hwy Prepared by National Data & Surveying Services ID:18-01079-003 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 39 8 22 0 PM AM NOON PM PM NOON AM 0 1 0 0 1 32 0 0 2 702 0 0 0 0 1 0 1 130 0 0 0 0 47 1 TEV 0 0 2987 0 1 0 0 0 0 1309 2 PHF 0.92 0 0 182 1 0 1.5 0.5 1 AM NOON PM PM NOON AM PM 0 207 17 290 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 320 Total Vehicles (PM)Total Vehicles (PM) Anaheim Hills Rd & Santa Ana Canyon Rd Tuesday 04/17/2018 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 04:45 PM - 05:45 PM 0 96 0 Signalized S a n t a A n a C a n y o n R d E A S T B O U N D Anaheim Hills Rd 0 0 Anaheim Hills Rd SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1622 0 S a n t a A n a C a n y o n R d NONE NONE 0 0 949 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 ServicesIntersection Turning Movement Count Location:Anaheim Hills Rd & Santa Ana Canyon Rd City:Anaheim Project ID:18-01079-003 Control:Signalized Date: NS/EW Streets: 1.5 0.5 1 0 0 1 0 0 1 2 1 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 31 5 66 0 0 4 11 0 15 296 52 0 41 205 4 0 730 4:15 PM 55 3 50 0 2 7 8 0 12 294 42 0 36 160 1 0 670 4:30 PM 68 12 60 0 4 4 15 0 11 317 44 0 31 171 8 1 746 4:45 PM 50 5 66 0 8 2 11 0 12 288 39 0 22 162 1 0 666 5:00 PM 47 2 80 0 7 4 10 0 12 354 55 0 29 201 10 0 811 5:15 PM 67 4 74 0 3 1 7 0 14 324 46 0 43 149 10 1 743 5:30 PM 43 6 70 0 4 1 11 0 9 343 42 1 36 190 11 0 767 5:45 PM 49 5 74 0 9 4 6 0 10 291 39 0 38 134 3 0 662 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :410 42 540 0 37 27 79 0 95 2507 359 1 276 1372 48 2 5795 APPROACH %'s :41.33%4.23%54.44%0.00%25.87%18.88%55.24%0.00%3.21%84.64%12.12%0.03%16.25%80.80%2.83%0.12% PEAK HR :04:45 PM 292 289 296 05:00 PM TOTAL PEAK HR VOL :207 17 290 0 22 8 39 0 47 1309 182 1 130 702 32 1 2987 PEAK HR FACTOR :0.772 0.708 0.906 0.000 0.688 0.500 0.886 0.000 0.839 0.924 0.827 0.250 0.756 0.873 0.727 0.250 Total 0.9210.914 WESTBOUND 0.901 PM NORTHBOUND 0.886 0.821 04:45 PM - 05:45 PM SOUTHBOUND EASTBOUND 2018-04-17 Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills Rd Anaheim Hills Rd Prepared by National Data & Surveying Services ID:18-01079-004 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 36 1332 71 98 PM AM NOON PM PM NOON AM 0 3 2 0 1 89 0 0 0.5 6 0 0 0 0 0 0 0.5 72 0 0 0 0 19 0 TEV 0 0 3003 0 0 0 0 0 0 3 1 PHF 0.95 0 0 4 0 0 1 2 1 AM NOON PM PM NOON AM PM 6 13 1239 15 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 1414 Total Vehicles (PM)Total Vehicles (PM) Imperial Hwy & Ave Bernardo N Tuesday 04/17/2018 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 04:45 PM - 05:45 PM 0 1445 0 Signalized A v e B e r n a r d o N E A S T B O U N D Imperial Hwy 0 0 Imperial Hwy SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 89 0 A v e B e r n a r d o N NONE NONE 0 0 55 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 ServicesIntersection Turning Movement Count Location:Imperial Hwy & Ave Bernardo N City:Anaheim Project ID:18-01079-004 Control:Signalized Date: NS/EW Streets: 1 2 1 0 2 3 0 0 0 1 0 0 0.5 0.5 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 3 267 2 3 22 281 4 24 3 3 5 0 32 4 57 0 710 4:15 PM 2 278 6 1 10 296 8 20 7 0 2 0 8 1 11 0 650 4:30 PM 6 251 2 1 14 311 9 28 3 0 2 0 11 0 11 0 649 4:45 PM 0 321 2 0 13 265 10 25 7 1 1 0 9 1 18 0 673 5:00 PM 2 317 4 1 12 357 9 27 3 1 0 0 10 0 11 0 754 5:15 PM 7 293 7 4 26 360 10 17 5 0 0 0 25 2 26 0 782 5:30 PM 4 308 2 1 20 350 7 29 4 1 3 0 28 3 34 0 794 5:45 PM 3 245 2 3 24 278 10 19 4 1 2 0 15 3 17 0 626 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :27 2280 27 14 141 2498 67 189 36 7 15 0 138 14 185 0 5638 APPROACH %'s :1.15%97.10%1.15%0.60%4.87%86.29%2.31%6.53%62.07%12.07%25.86%0.00%40.95%4.15%54.90%0.00% PEAK HR :04:45 PM 292 289 296 05:30 PM TOTAL PEAK HR VOL :13 1239 15 6 71 1332 36 98 19 3 4 0 72 6 89 0 3003 PEAK HR FACTOR :0.464 0.965 0.536 0.375 0.683 0.925 0.900 0.845 0.679 0.750 0.333 0.000 0.643 0.500 0.654 0.000 Total 0.9460.722 WESTBOUND 0.642 PM NORTHBOUND 0.982 0.930 04:45 PM - 05:45 PM SOUTHBOUND EASTBOUND 2018-04-17 Ave Bernardo NAve Bernardo NImperial Hwy Imperial Hwy Prepared by National Data & Surveying Services ID:18-01079-005 Day: City:Anaheim Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 120 785 485 0 PM AM NOON PM PM NOON AM 0 2 2 0 1 236 0 0 2 250 0 0 0 0 0 0 1 98 0 0 0 0 102 1 TEV 0 0 3803 0 0 0 0 0 0 419 2 PHF 0.95 0 0 63 0 0 1 2 1 AM NOON PM PM NOON AM PM 0 91 922 232 PM NOON 0 0 0 0 NOON AM 0 0 0 0 AM Peak Hour Turning Movement Count 946 Total Vehicles (PM)Total Vehicles (PM) Imperial Hwy & Nohl Ranch Rd Tuesday 04/17/2018 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 04:45 PM - 05:45 PM 0 1260 0 Signalized N o h l R a n c h R d E A S T B O U N D Imperial Hwy 0 0 Imperial Hwy SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1136 0 N o h l R a n c h R d NONE NONE 0 0 461 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 ServicesIntersection Turning Movement Count Location:Imperial Hwy & Nohl Ranch Rd City:Anaheim Project ID:18-01079-005 Control:Signalized Date: NS/EW Streets: 1 2 1 0 2 2 0 0 1 2 0 0 1 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 15 184 49 0 110 142 34 0 16 70 19 0 13 54 66 0 772 4:15 PM 21 202 37 0 102 185 37 0 21 73 12 0 30 46 46 0 812 4:30 PM 20 237 62 0 104 184 24 0 20 88 7 0 20 62 46 0 874 4:45 PM 25 221 48 0 104 169 22 0 26 105 18 0 19 69 80 0 906 5:00 PM 24 248 59 0 118 171 30 0 26 95 17 0 29 72 60 0 949 5:15 PM 18 240 63 0 122 258 33 0 23 99 16 0 24 54 46 0 996 5:30 PM 24 213 62 0 141 187 35 0 27 120 12 0 26 55 50 0 952 5:45 PM 18 212 67 0 82 190 32 1 26 120 9 0 25 49 54 0 885 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :165 1757 447 0 883 1486 247 1 185 770 110 0 186 461 448 0 7146 APPROACH %'s :6.96%74.17%18.87%0.00%33.74%56.78%9.44%0.04%17.37%72.30%10.33%0.00%16.99%42.10%40.91%0.00% PEAK HR :04:45 PM 292 289 296 05:15 PM TOTAL PEAK HR VOL :91 922 232 0 485 785 120 0 102 419 63 0 98 250 236 0 3803 PEAK HR FACTOR :0.910 0.929 0.921 0.000 0.860 0.761 0.857 0.000 0.944 0.873 0.875 0.000 0.845 0.868 0.738 0.000 Total 0.9550.918 WESTBOUND 0.869 PM NORTHBOUND 0.940 0.841 04:45 PM - 05:45 PM SOUTHBOUND EASTBOUND 2018-04-17 Nohl Ranch RdNohl Ranch RdImperial Hwy Imperial Hwy Day:City:Anaheim Date:Project #:CA18_1080_001 NB SB EB WB 23,112 25,359 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 30 40 70 322 430 752 00:15 23 28 51 364 395 759 00:30 24 27 51 402 377 779 00:45 17 94 33 128 50 222 357 1445 392 1594 749 3039 01:00 9 19 28 373 357 730 01:15 14 15 29 373 367 740 01:30 9 8 17 406 396 802 01:45 9 41 17 59 26 100 375 1527 398 1518 773 3045 02:00 11 13 24 370 406 776 02:15 9 7 16 389 386 775 02:30 7 13 20 381 428 809 02:45 6 33 10 43 16 76 457 1597 434 1654 891 3251 03:00 10 15 25 495 436 931 03:15 7 6 13 418 422 840 03:30 16 13 29 402 419 821 03:45 23 56 7 41 30 97 378 1693 493 1770 871 3463 04:00 21 17 38 397 465 862 04:15 45 31 76 383 507 890 04:30 75 42 117 411 509 920 04:45 75 216 37 127 112 343 393 1584 490 1971 883 3555 05:00 79 60 139 436 518 954 05:15 102 68 170 444 531 975 05:30 113 91 204 444 461 905 05:45 115 409 155 374 270 783 407 1731 472 1982 879 3713 06:00 139 205 344 398 470 868 06:15 154 259 413 336 407 743 06:30 208 322 530 429 399 828 06:45 226 727 345 1131 571 1858 387 1550 371 1647 758 3197 07:00 282 377 659 334 384 718 07:15 411 437 848 326 355 681 07:30 424 392 816 257 301 558 07:45 495 1612 398 1604 893 3216 202 1119 326 1366 528 2485 08:00 444 404 848 217 313 530 08:15 422 391 813 210 305 515 08:30 397 384 781 240 258 498 08:45 361 1624 368 1547 729 3171 205 872 227 1103 432 1975 09:00 322 313 635 197 273 470 09:15 354 358 712 186 242 428 09:30 314 351 665 177 190 367 09:45 309 1299 347 1369 656 2668 119 679 160 865 279 1544 10:00 323 297 620 138 157 295 10:15 342 296 638 113 165 278 10:30 334 296 630 84 142 226 10:45 302 1301 312 1201 614 2502 69 404 98 562 167 966 11:00 306 326 632 73 78 151 11:15 306 330 636 58 83 141 11:30 330 376 706 44 62 106 11:45 343 1285 387 1419 730 2704 39 214 61 284 100 498 TOTALS 8697 9043 17740 14415 16316 30731 SPLIT %49.0%51.0%36.6%46.9%53.1%63.4% NB SB EB WB 23,112 25,359 0 0 AM Peak Hour 07:30 07:15 07:15 14:45 16:30 16:30 AM Pk Volume 1785 1631 3405 1772 2048 3732 Pk Hr Factor 0.902 0.933 0.953 0.895 0.964 0.957 7 - 9 Volume 3236 3151 0 0 6387 3315 3953 0 0 7268 7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:30 16:30 7 - 9 Pk Volume 1785 1631 0 0 3405 1731 2048 0 0 3732 Pk Hr Factor 0.902 0.933 0.000 0.000 0.953 0.975 0.964 0.000 0.000 0.957 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 48,471 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Imperial Hwy N/O Santa Ana Canyon Rd 21:30 21:45 22:00 Total 48,471 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 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/17/2018 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_1080_001 City:Anaheim Location:Date:4/17/2018Imperial Hwy N/O Santa Ana Canyon Rd Prepared by NDS/ATD 0 500 1000 1500 2000 2500 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_1080_002 NB SB EB WB 14,162 16,052 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 15 23 38 171 228 399 00:15 11 29 40 253 247 500 00:30 10 18 28 235 221 456 00:45 11 47 17 87 28 134 225 884 274 970 499 1854 01:00 3 14 17 204 239 443 01:15 9 8 17 225 210 435 01:30 7 6 13 237 207 444 01:45 2 21 4 32 6 53 199 865 243 899 442 1764 02:00 5 5 10 201 233 434 02:15 10 4 14 233 289 522 02:30 4 9 13 270 276 546 02:45 2 21 5 23 7 44 325 1029 302 1100 627 2129 03:00 5 8 13 300 302 602 03:15 5 2 7 270 266 536 03:30 8 8 16 287 266 553 03:45 8 26 2 20 10 46 269 1126 308 1142 577 2268 04:00 13 12 25 307 312 619 04:15 28 20 48 310 326 636 04:30 26 33 59 296 340 636 04:45 38 105 18 83 56 188 336 1249 306 1284 642 2533 05:00 33 31 64 332 398 730 05:15 55 49 104 318 416 734 05:30 62 59 121 336 365 701 05:45 71 221 95 234 166 455 265 1251 347 1526 612 2777 06:00 60 167 227 293 339 632 06:15 96 218 314 290 284 574 06:30 131 278 409 265 287 552 06:45 138 425 321 984 459 1409 271 1119 255 1165 526 2284 07:00 163 318 481 221 221 442 07:15 299 265 564 217 190 407 07:30 268 264 532 143 160 303 07:45 289 1019 314 1161 603 2180 127 708 159 730 286 1438 08:00 296 315 611 111 165 276 08:15 293 285 578 122 166 288 08:30 248 242 490 134 142 276 08:45 184 1021 216 1058 400 2079 104 471 125 598 229 1069 09:00 158 173 331 87 126 213 09:15 183 203 386 90 126 216 09:30 137 191 328 78 100 178 09:45 165 643 203 770 368 1413 60 315 78 430 138 745 10:00 155 161 316 49 85 134 10:15 180 168 348 63 79 142 10:30 171 145 316 45 64 109 10:45 138 644 155 629 293 1273 31 188 54 282 85 470 11:00 143 140 283 38 37 75 11:15 142 163 305 28 43 71 11:30 181 201 382 15 27 42 11:45 197 663 206 710 403 1373 20 101 28 135 48 236 TOTALS 4856 5791 10647 9306 10261 19567 SPLIT %45.6%54.4%35.2%47.6%52.4%64.8% NB SB EB WB 14,162 16,052 0 0 AM Peak Hour 07:15 06:30 07:30 16:45 17:00 16:45 AM Pk Volume 1152 1182 2324 1322 1526 2807 Pk Hr Factor 0.963 0.921 0.951 0.984 0.917 0.956 7 - 9 Volume 2040 2219 0 0 4259 2500 2810 0 0 5310 7 - 9 Peak Hour 07:15 07:30 07:30 16:45 17:00 16:45 7 - 9 Pk Volume 1152 1178 0 0 2324 1322 1526 0 0 2807 Pk Hr Factor 0.963 0.935 0.000 0.000 0.951 0.984 0.917 0.000 0.000 0.956 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 30,214 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Imperial Hwy Bet. Santa Ana Canyon Rd & Ave Bernardo N 21:30 21:45 22:00 Total 30,214 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 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/17/2018 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_1080_002 City:Anaheim Location:Date:4/17/2018Imperial Hwy Bet. Santa Ana Canyon Rd & 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_1080_003 NB SB EB WB 13,500 15,869 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 9 24 33 147 183 330 00:15 7 26 33 156 250 406 00:30 12 21 33 186 214 400 00:45 11 39 17 88 28 127 185 674 244 891 429 1565 01:00 5 13 18 158 240 398 01:15 8 8 16 188 187 375 01:30 2 4 6 216 172 388 01:45 2 17 4 29 6 46 180 742 209 808 389 1550 02:00 4 5 9 183 213 396 02:15 7 3 10 271 279 550 02:30 1 9 10 303 249 552 02:45 1 13 5 22 6 35 221 978 340 1081 561 2059 03:00 4 5 9 252 288 540 03:15 5 2 7 234 255 489 03:30 8 6 14 249 245 494 03:45 8 25 3 16 11 41 283 1018 283 1071 566 2089 04:00 11 10 21 257 318 575 04:15 25 20 45 275 304 579 04:30 25 31 56 256 328 584 04:45 39 100 20 81 59 181 347 1135 273 1223 620 2358 05:00 34 30 64 325 384 709 05:15 51 47 98 265 388 653 05:30 62 62 124 318 368 686 05:45 66 213 106 245 172 458 279 1187 323 1463 602 2650 06:00 54 175 229 248 301 549 06:15 106 225 331 262 273 535 06:30 131 294 425 242 286 528 06:45 155 446 302 996 457 1442 266 1018 233 1093 499 2111 07:00 265 308 573 221 213 434 07:15 449 344 793 164 219 383 07:30 287 341 628 119 168 287 07:45 342 1343 329 1322 671 2665 116 620 160 760 276 1380 08:00 382 343 725 95 155 250 08:15 344 284 628 104 153 257 08:30 223 268 491 117 140 257 08:45 185 1134 220 1115 405 2249 87 403 128 576 215 979 09:00 161 177 338 80 131 211 09:15 180 202 382 74 130 204 09:30 128 203 331 67 98 165 09:45 161 630 200 782 361 1412 54 275 77 436 131 711 10:00 146 161 307 41 90 131 10:15 188 170 358 42 92 134 10:30 160 148 308 35 65 100 10:45 133 627 153 632 286 1259 21 139 50 297 71 436 11:00 140 151 291 37 40 77 11:15 134 159 293 22 37 59 11:30 189 205 394 11 26 37 11:45 173 636 196 711 369 1347 18 88 28 131 46 219 TOTALS 5223 6039 11262 8277 9830 18107 SPLIT %46.4%53.6%38.3%45.7%54.3%61.7% NB SB EB WB 13,500 15,869 0 0 AM Peak Hour 07:15 07:15 07:15 16:45 17:00 16:45 AM Pk Volume 1460 1357 2817 1255 1463 2668 Pk Hr Factor 0.813 0.986 0.888 0.904 0.943 0.941 7 - 9 Volume 2477 2437 0 0 4914 2322 2686 0 0 5008 7 - 9 Peak Hour 07:15 07:15 07:15 16:45 17:00 16:45 7 - 9 Pk Volume 1460 1357 0 0 2817 1255 1463 0 0 2668 Pk Hr Factor 0.813 0.986 0.000 0.000 0.888 0.904 0.943 0.000 0.000 0.941 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 29,369 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Imperial Hwy Bet. Ave Bernardo N & Nohl Ranch Rd 21:30 21:45 22:00 Total 29,369 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 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/17/2018 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_1080_003 City:Anaheim Location:Date:4/17/2018Imperial Hwy Bet. Ave Bernardo N & Nohl 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_1080_004 NB SB EB WB 11,030 11,556 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 8 15 23 104 129 233 00:15 5 23 28 133 137 270 00:30 2 28 30 126 124 250 00:45 6 21 8 74 14 95 146 509 143 533 289 1042 01:00 4 6 10 120 139 259 01:15 4 5 9 200 119 319 01:30 1 2 3 183 81 264 01:45 1 10 2 15 3 25 164 667 120 459 284 1126 02:00 2 5 7 127 134 261 02:15 8 2 10 140 149 289 02:30 3 4 7 208 155 363 02:45 1 14 2 13 3 27 199 674 169 607 368 1281 03:00 3 5 8 228 176 404 03:15 5 2 7 217 164 381 03:30 6 3 9 219 161 380 03:45 6 20 3 13 9 33 302 966 178 679 480 1645 04:00 5 10 15 248 206 454 04:15 15 19 34 285 200 485 04:30 11 26 37 302 215 517 04:45 20 51 17 72 37 123 320 1155 192 813 512 1968 05:00 24 33 57 325 258 583 05:15 29 45 74 331 258 589 05:30 37 64 101 311 239 550 05:45 45 135 102 244 147 379 271 1238 236 991 507 2229 06:00 40 158 198 276 178 454 06:15 81 252 333 257 166 423 06:30 85 329 414 249 170 419 06:45 114 320 332 1071 446 1391 225 1007 135 649 360 1656 07:00 147 342 489 185 124 309 07:15 254 359 613 145 113 258 07:30 210 399 609 94 95 189 07:45 233 844 311 1411 544 2255 90 514 83 415 173 929 08:00 193 295 488 78 81 159 08:15 191 285 476 90 91 181 08:30 175 232 407 90 88 178 08:45 153 712 184 996 337 1708 60 318 73 333 133 651 09:00 112 162 274 68 84 152 09:15 130 154 284 55 78 133 09:30 111 175 286 66 64 130 09:45 96 449 171 662 267 1111 46 235 48 274 94 509 10:00 119 126 245 36 40 76 10:15 126 97 223 41 50 91 10:30 119 127 246 25 33 58 10:45 103 467 121 471 224 938 18 120 31 154 49 274 11:00 115 121 236 24 19 43 11:15 118 119 237 10 13 23 11:30 154 175 329 8 13 21 11:45 141 528 136 551 277 1079 14 56 11 56 25 112 TOTALS 3571 5593 9164 7459 5963 13422 SPLIT %39.0%61.0%40.6%55.6%44.4%59.4% NB SB EB WB 11,030 11,556 0 0 AM Peak Hour 07:15 06:45 07:00 16:45 17:00 16:45 AM Pk Volume 890 1432 2255 1287 991 2234 Pk Hr Factor 0.876 0.897 0.920 0.972 0.960 0.948 7 - 9 Volume 1556 2407 0 0 3963 2393 1804 0 0 4197 7 - 9 Peak Hour 07:15 07:00 07:00 16:45 17:00 16:45 7 - 9 Pk Volume 890 1411 0 0 2255 1287 991 0 0 2234 Pk Hr Factor 0.876 0.884 0.000 0.000 0.920 0.972 0.960 0.000 0.000 0.948 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 22,586 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Imperial Hwy S/O Nohl Ranch Rd 21:30 21:45 22:00 Total 22,586 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 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/17/2018 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_1080_004 City:Anaheim Location:Date:4/17/2018Imperial Hwy S/O Nohl Ranch Rd 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_1080_005 NB SB EB WB 0 0 11,187 9,930 AM Period NB SB EB WB NB SB EB WB 00:00 16 7 23 152 166 318 00:15 12 7 19 155 219 374 00:30 5 7 12 166 189 355 00:45 6 39 4 25 10 64 177 650 185 759 362 1409 01:00 9 7 16 170 169 339 01:15 4 3 7 179 172 351 01:30 1 1 2 176 181 357 01:45 3 17 1 12 4 29 177 702 170 692 347 1394 02:00 4 2 6 188 185 373 02:15 1 2 3 231 155 386 02:30 1 0 1 289 183 472 02:45 2 8 2 6 4 14 255 963 175 698 430 1661 03:00 5 4 9 228 206 434 03:15 2 1 3 227 162 389 03:30 3 1 4 243 177 420 03:45 4 14 3 9 7 23 260 958 200 745 460 1703 04:00 5 3 8 275 200 475 04:15 8 7 15 301 220 521 04:30 6 7 13 266 197 463 04:45 14 33 15 32 29 65 330 1172 205 822 535 1994 05:00 17 25 42 308 201 509 05:15 12 23 35 349 168 517 05:30 14 37 51 322 156 478 05:45 14 57 69 154 83 211 302 1281 175 700 477 1981 06:00 19 88 107 257 126 383 06:15 41 116 157 280 146 426 06:30 47 148 195 242 123 365 06:45 77 184 122 474 199 658 181 960 123 518 304 1478 07:00 88 154 242 155 113 268 07:15 136 192 328 181 113 294 07:30 163 282 445 130 78 208 07:45 172 559 242 870 414 1429 134 600 72 376 206 976 08:00 209 176 385 107 63 170 08:15 158 157 315 107 55 162 08:30 107 134 241 101 67 168 08:45 124 598 126 593 250 1191 72 387 59 244 131 631 09:00 116 159 275 69 46 115 09:15 141 143 284 61 35 96 09:30 118 166 284 66 35 101 09:45 113 488 179 647 292 1135 47 243 40 156 87 399 10:00 138 152 290 58 24 82 10:15 112 157 269 28 29 57 10:30 123 147 270 31 18 49 10:45 140 513 171 627 311 1140 19 136 7 78 26 214 11:00 130 155 285 26 19 45 11:15 145 187 332 18 8 26 11:30 144 147 291 9 6 15 11:45 144 563 167 656 311 1219 9 62 4 37 13 99 TOTALS 3073 4105 7178 8114 5825 13939 SPLIT %42.8%57.2%34.0%58.2%41.8%66.0% NB SB EB WB 0 0 11,187 9,930 AM Peak Hour 07:30 07:15 07:15 16:45 16:15 16:45 AM Pk Volume 702 892 1572 1309 823 2039 Pk Hr Factor 0.840 0.791 0.883 0.938 0.935 0.953 7 - 9 Volume 0 0 1157 1463 2620 0 0 2453 1522 3975 7 - 9 Peak Hour 07:30 07:15 07:15 16:45 16:15 16:45 7 - 9 Pk Volume 0 0 702 892 1572 0 0 1309 823 2039 Pk Hr Factor 0.000 0.000 0.840 0.791 0.883 0.000 0.000 0.938 0.935 0.953 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 21,117 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 Santa Ana Canyon Rd W/O Imperial Hwy 21:30 21:45 22:00 Total 21,117 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 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/17/2018 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_1080_005 City:Anaheim Location:Date:4/17/2018Santa Ana Canyon Rd W/O Imperial Hwy 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 Day:City:Anaheim Date:Project #:CA18_1080_006 NB SB EB WB 0 0 18,608 16,690 AM Period NB SB EB WB NB SB EB WB 00:00 24 15 39 280 261 541 00:15 20 9 29 322 288 610 00:30 11 5 16 278 231 509 00:45 5 60 8 37 13 97 267 1147 247 1027 514 2174 01:00 15 6 21 239 236 475 01:15 8 6 14 265 255 520 01:30 6 3 9 313 248 561 01:45 13 42 5 20 18 62 274 1091 249 988 523 2079 02:00 14 4 18 279 264 543 02:15 3 3 6 338 285 623 02:30 7 7 14 437 264 701 02:45 5 29 4 18 9 47 404 1458 292 1105 696 2563 03:00 11 8 19 322 320 642 03:15 6 5 11 375 293 668 03:30 10 9 19 348 282 630 03:45 7 34 15 37 22 71 394 1439 267 1162 661 2601 04:00 10 13 23 426 262 688 04:15 18 25 43 422 255 677 04:30 13 49 62 404 275 679 04:45 29 70 47 134 76 204 459 1711 246 1038 705 2749 05:00 37 72 109 469 289 758 05:15 28 66 94 488 225 713 05:30 35 98 133 470 285 755 05:45 62 162 112 348 174 510 406 1833 228 1027 634 2860 06:00 38 152 190 398 233 631 06:15 60 168 228 448 219 667 06:30 75 226 301 370 237 607 06:45 116 289 236 782 352 1071 295 1511 271 960 566 2471 07:00 132 331 463 324 245 569 07:15 270 409 679 320 184 504 07:30 283 501 784 274 163 437 07:45 249 934 481 1722 730 2656 286 1204 167 759 453 1963 08:00 288 329 617 264 144 408 08:15 271 308 579 250 138 388 08:30 226 275 501 204 159 363 08:45 225 1010 268 1180 493 2190 168 886 125 566 293 1452 09:00 184 283 467 174 146 320 09:15 214 261 475 168 117 285 09:30 184 252 436 137 90 227 09:45 208 790 282 1078 490 1868 104 583 74 427 178 1010 10:00 201 269 470 111 81 192 10:15 201 243 444 96 60 156 10:30 207 237 444 104 50 154 10:45 210 819 217 966 427 1785 56 367 40 231 96 598 11:00 217 235 452 53 44 97 11:15 235 276 511 58 38 96 11:30 228 215 443 44 33 77 11:45 268 948 219 945 487 1893 36 191 18 133 54 324 TOTALS 5187 7267 12454 13421 9423 22844 SPLIT %41.6%58.4%35.3%58.8%41.2%64.7% NB SB EB WB 0 0 18,608 16,690 AM Peak Hour 11:45 07:00 07:15 16:45 14:45 16:45 AM Pk Volume 1148 1722 2810 1886 1187 2931 Pk Hr Factor 0.891 0.859 0.896 0.966 0.927 0.967 7 - 9 Volume 0 0 1944 2902 4846 0 0 3544 2065 5609 7 - 9 Peak Hour 07:30 07:00 07:15 16:45 16:15 16:45 7 - 9 Pk Volume 0 0 1091 1722 2810 0 0 1886 1065 2931 Pk Hr Factor 0.000 0.000 0.947 0.859 0.896 0.000 0.000 0.966 0.921 0.967 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 4/17/2018 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Tuesday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 Santa Ana Canyon Rd E/O Imperial Hwy 21:30 21:45 22:00 Total 35,298 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 35,298 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_1080_006 City:Anaheim Location:Date:4/17/2018Santa Ana Canyon Rd E/O Imperial Hwy 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 APPENDIX B INTERSECTION ANALYSIS WORKSHEETS APPENDIX B-1 INTERSECTION ANALYSIS WORKSHEETS - EXISTING CONDITIONS Intersection Analysis Summary 4/30/2018Report File: K:\...\1 - EX PM.pdf Scenario 1 EX PMVistro File: K:\...\Imperial RC_PM.vistro Anaheim RC - Imperial Highway 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-0.663NB ThruICU 1SignalizedImperial Hwy at Nohl Ranch Rd5 A-0.528NB ThruICU 1SignalizedImperial Hwy at Avenida Bernardo4 C-0.723EB ThruICU 1SignalizedAnaheim Hills Rd at Santa Ana Canyon Rd3 C-0.741NB RightICU 1SignalizedImperial Hwy at Santa Ana Canyon Rd2 A-0.565EB ThruICU 1SignalizedRoyal Oak Rd at Santa Ana Canyon Rd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.565Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Royal Oak Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 56556981411005842616388135128Total Analysis Volume [veh/h] 14139253525121741020932Total 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 56556981411005842616388135128Total 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 56556981411005842616388135128Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.565Intersection V/C AIntersection LOS 0.120.120.060.340.340.050.020.020.010.050.100.08V/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 RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.741Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Imperial Hwy at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 5864392021498682972061131764274931104Total Analysis Volume [veh/h] 147110513721774522831916923326Total 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 5864392021498682972061131764274931104Total 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 5864392021498682972061131764274931104Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.741Intersection V/C CIntersection LOS 0.000.090.060.090.170.090.120.220.220.240.240.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.723Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Anaheim Hills Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 327021311821309483982229017207Total Analysis Volume [veh/h] 8176334632712102673452Total 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 327021311821309483982229017207Total 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 327021311821309483982229017207Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.723Intersection V/C CIntersection LOS 0.020.210.080.110.390.030.040.040.010.170.070.06V/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 RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.528Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Imperial Hwy at Avenida Bernardo Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft] 0000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 896724319361332169015123919Total Analysis Volume [veh/h] 22218115933342043105Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Peak Hour Factor 896724319361332169015123919Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor 896724319361332169015123919Base Volume Input [veh/h] Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.528Intersection V/C AIntersection LOS 0.050.050.040.020.020.010.270.270.050.000.010.360.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --------Lead---LeadLead / Lag Auxiliary Signal Groups 0400800610025Signal group PermissPermissPermissPermissPermissPermissPermiPermiProtePermiPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.663Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Imperial Hwy at Nohl Ranch Rd 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 Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 236250986341910212078548523292291Total Analysis Volume [veh/h] 5963251610526301961215823123Total 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 236250986341910212078548523292291Total 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 236250986341910212078548523292291Base Volume Input [veh/h] Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with 0.663Intersection V/C BIntersection LOS 0.140.070.060.140.140.060.270.270.140.140.270.05V/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 RC - Imperial Highway Scenario 1: 1 EX PM Version 6.00-00 Generated with APPENDIX B-2 INTERSECTION ANALYSIS WORKSHEETS - EXISTING PLUS PROJECT Intersection Analysis Summary 5/11/2018Report File: K:\...\2 - EX WP PM.pdf Scenario 2 EX WP PMVistro File: K:\...\Imperial RC_PM.vistro Anaheim RC - Imperial Highway 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-0.680NB ThruICU 1SignalizedImperial Hwy at Nohl Ranch Rd5 A-0.536NB ThruICU 1SignalizedImperial Hwy at Avenida Bernardo4 C-0.728EB ThruICU 1SignalizedAnaheim Hills Rd at Santa Ana Canyon Rd3 C-0.752NB ThruICU 1SignalizedImperial Hwy at Santa Ana Canyon Rd2 A-0.569EB RightICU 1SignalizedRoyal Oak Rd at Santa Ana Canyon Rd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.569Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Royal Oak Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 56572981411019842616388135128Total Analysis Volume [veh/h] 14143253525521741020932Total 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 56572981411019842616388135128Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01600140000000Site-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 56556981411005842616388135128Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.569Intersection V/C AIntersection LOS 0.120.120.060.340.340.050.020.020.010.050.100.08V/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 RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.752Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Imperial Hwy at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 5864392211638682972061142764293942120Total Analysis Volume [veh/h] 147110554121774522861917323630Total 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 5864392211638682972061142764293942120Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 001914000110191116Site-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 5864392021498682972061131764274931104Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.752Intersection V/C CIntersection LOS 0.000.090.070.100.170.090.120.220.220.240.240.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.728Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Anaheim Hills Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 327171311861324483982229017211Total Analysis Volume [veh/h] 8179334733112102673453Total 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 327171311861324483982229017211Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01504150000004Site-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 327021311821309483982229017207Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.728Intersection V/C CIntersection LOS 0.020.210.080.110.390.030.040.040.010.170.070.06V/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 RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.536Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Imperial Hwy at Avenida Bernardo Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft] 0000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 8967243193613621694615126819Total Analysis Volume [veh/h] 222181159341421243175Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Peak Hour Factor 8967243193613621694615126819Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000300460290Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor 896724319361332169015123919Base Volume Input [veh/h] Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.536Intersection V/C AIntersection LOS 0.050.050.040.020.020.010.270.270.050.030.010.370.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --------Lead---LeadLead / Lag Auxiliary Signal Groups 0400800610025Signal group PermissPermissPermissPermissPermissPermissPermiPermiProtePermiPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.680Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Imperial Hwy at Nohl Ranch Rd 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 Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 247250986341910912879649623293391Total Analysis Volume [veh/h] 6263251610527321991245823323Total 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 247250986341910912879649623293391Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 1100007811110110Site-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 236250986341910212078548523292291Base Volume Input [veh/h] Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with 0.680Intersection V/C BIntersection LOS 0.150.070.060.140.140.060.270.270.150.140.270.05V/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 RC - Imperial Highway Scenario 2: 2 EX WP PM Version 6.00-00 Generated with APPENDIX B-3 INTERSECTION ANALYSIS WORKSHEETS - OPENING YEAR 2019 (CUMULATIVE) Intersection Analysis Summary 6/5/2018Report File: K:\...\3 - OY 2019 PM.pdf Scenario 3 OY 2019 PMVistro File: K:\...\Imperial RC_PM.vistro Anaheim RC - Imperial Highway 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-0.679NB ThruICU 1SignalizedImperial Hwy at Nohl Ranch Rd5 A-0.538NB ThruICU 1SignalizedImperial Hwy at Avenida Bernardo4 C-0.733EB ThruICU 1SignalizedAnaheim Hills Rd at Santa Ana Canyon Rd3 C-0.753NB ThruICU 1SignalizedImperial Hwy at Santa Ana Canyon Rd2 A-0.573EB ThruICU 1SignalizedRoyal Oak Rd at Santa Ana Canyon Rd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.573Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Royal Oak Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 57578991421025852616388235129Total Analysis Volume [veh/h] 14145253625621741021932Total 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 57578991421025852616388235129Total 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] 01600100000000In-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 56556981411005842616388135128Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.573Intersection V/C AIntersection LOS 0.120.120.060.340.340.050.020.020.010.050.100.08V/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 RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.753Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Imperial Hwy at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 5964492041538823032121158777277955110Total Analysis Volume [veh/h] 149112513822176532901946923928Total 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 5964492041538823032121158777277955110Total 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] 46035341650155In-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 5864392021498682972061131764274931104Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.753Intersection V/C CIntersection LOS 0.000.090.060.090.170.090.120.230.230.240.240.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.733Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Anaheim Hills Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 327161341891327483982229417212Total Analysis Volume [veh/h] 8179344733212102674453Total 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 327161341891327483982229417212Total 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] 072550000103In-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 327021311821309483982229017207Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.733Intersection V/C CIntersection LOS 0.020.210.080.110.390.030.040.040.010.170.070.06V/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 RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.538Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Imperial Hwy at Avenida Bernardo Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft] 0000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 906734319361364171015127119Total Analysis Volume [veh/h] 23218115934143043185Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Peak Hour Factor 906734319361364171015127119Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 000000019000200In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.001.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor 896724319361332169015123919Base Volume Input [veh/h] Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.538Intersection V/C AIntersection LOS 0.050.050.040.020.020.010.270.270.050.000.010.370.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --------Lead---LeadLead / Lag Auxiliary Signal Groups 0400800610025Signal group PermissPermissPermissPermissPermissPermissPermiPermiProtePermiPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.679Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Imperial Hwy at Nohl Ranch Rd 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 Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 2432551016442610512380449723794492Total Analysis Volume [veh/h] 6164251610726312011245923623Total 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 2432551016442610512380449723794492Total 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] 52203221173130In-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 236250986341910212078548523292291Base Volume Input [veh/h] Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with 0.679Intersection V/C BIntersection LOS 0.140.080.060.140.140.060.270.270.150.140.280.05V/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 RC - Imperial Highway Scenario 3: 3 OY 2019 PM Version 6.00-00 Generated with APPENDIX B-4 INTERSECTION ANALYSIS WORKSHEETS - OPENING YEAR 2019 PLUS PROJECT Intersection Analysis Summary 6/5/2018Report File: K:\...\4 - OY WP PM.pdf Scenario 4 OY WP PMVistro File: K:\...\Imperial RC_PM.vistro Anaheim RC - Imperial Highway 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-0.696NB ThruICU 1SignalizedImperial Hwy at Nohl Ranch Rd5 A-0.547NB ThruICU 1SignalizedImperial Hwy at Avenida Bernardo4 C-0.737EB ThruICU 1SignalizedAnaheim Hills Rd at Santa Ana Canyon Rd3 C-0.765NB ThruICU 1SignalizedImperial Hwy at Santa Ana Canyon Rd2 A-0.577EB ThruICU 1SignalizedRoyal Oak Rd at Santa Ana Canyon Rd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.577Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 1: Royal Oak Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 57594991421039852616388235129Total Analysis Volume [veh/h] 14149253626021741021932Total 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 57594991421039852616388235129Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01600140000000Site-Generated Trips [veh/h] 01600100000000In-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 56556981411005842616388135128Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdPinney DrName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.577Intersection V/C AIntersection LOS 0.130.130.060.350.350.050.020.020.010.050.100.08V/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 RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.765Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 2: Imperial Hwy at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 5964492231678823032121169777296966126Total Analysis Volume [veh/h] 149112564222176532921947424232Total 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 5964492231678823032121169777296966126Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 001914000110191116Site-Generated Trips [veh/h] 46035341650155In-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 5864392021498682972061131764274931104Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.765Intersection V/C CIntersection LOS 0.000.090.070.100.170.090.120.230.230.250.250.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.737Volume to Capacity (v/c): CLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 3: Anaheim Hills Rd at Santa Ana Canyon Rd 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 Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 327311341931342483982229417216Total Analysis Volume [veh/h] 8183344833612102674454Total 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 327311341931342483982229417216Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 01504150000004Site-Generated Trips [veh/h] 072550000103In-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 327021311821309483982229017207Base Volume Input [veh/h] Santa Ana Canyon RdSanta Ana Canyon RdAnaheim Hills RdAnaheim Hills RdName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.737Intersection V/C CIntersection LOS 0.020.220.080.110.390.030.040.040.010.170.070.06V/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 RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.547Volume to Capacity (v/c): ALevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 4: Imperial Hwy at Avenida Bernardo Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft] 0000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 9067343193613941714615130019Total Analysis Volume [veh/h] 232181159349431243255Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Peak Hour Factor 9067343193613941714615130019Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000300460290Site-Generated Trips [veh/h] 000000019000200In-Process Volume [veh/h] 1.011.011.011.011.011.011.011.011.011.001.011.011.01Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor 896724319361332169015123919Base Volume Input [veh/h] Avenida BernardoAvenida BernardoImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.547Intersection V/C AIntersection LOS 0.050.050.040.020.020.010.280.280.050.030.010.380.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results --------Lead---LeadLead / Lag Auxiliary Signal Groups 0400800610025Signal group PermissPermissPermissPermissPermissPermissPermiPermiProtePermiPermissPermissProtecteControl Type Phasing & Timing 5.00Lost time [s] 100Cycle Length [s] Intersection Settings Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.696Volume to Capacity (v/c): BLevel Of Service: -Delay (sec / veh): 15 minutesAnalysis Period: ICU 1Analysis Method: SignalizedControl Type: Intersection 5: Imperial Hwy at Nohl Ranch Rd 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 Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 2542551016442611213181550823795592Total Analysis Volume [veh/h] 6464251610728332041275923923Total 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 2542551016442611213181550823795592Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 1100007811110110Site-Generated Trips [veh/h] 52203221173130In-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 236250986341910212078548523292291Base Volume Input [veh/h] Nohl Ranch RdNohl Ranch RdImperial HwyImperial HwyName Volumes Kimley-Horn Anaheim RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with 0.696Intersection V/C BIntersection LOS 0.150.080.060.140.140.070.280.280.150.140.280.05V/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 RC - Imperial Highway Scenario 4: 4 OY WP PM Version 6.00-00 Generated with APPENDIX C RAISING CANE’S TRIP GENERATION STUDY 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). ATTACHMENT NO. 8 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. 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 September 4, 2018 Dear Planning Commission of the City of Anaheim: I live in the Canyon Oaks tract near the Vons Shopping Center. As I live in close proximity to this housing development, I would like to express my thought and concerns over the proposed Raising Cane’s project at 191 S. Imperial Highway. There are two main areas of concern: 1) traffic and 2) architectural compatibility. Currently, Imperial Highway is very busy especially in the mornings and in the afternoon when Canyon High gets out along with other elementary schools in the area. In particular, the Vons center is flooded with student drivers and parents cutting across the center to get out of the area or pick up their students and people such as myself making an errand on the way back from picking up our kids. Other times of the day, it’s fairly busy but not too bad so far. I am concerned about impacts of additional traffic and congestion into the streets and existing drive-aisle in the shopping center. I am glad to notice that the proposed hours of operation do not start until 10 a.m. which will help alleviate the traffic impacts in the morning. I wish to express that I hope we don’t end up approving a modification to the hours of operation if the applicant comes back to ask in the future if there is already heavy traffic in the area. Many members of the community are also concerned about increased traffic in the area as this restaurant may be very popular. I would also like to express that I’ve noticed the buildings in the surrounding shopping centers in this area have raised tile roofs incorporated in the architecture of the buildings. This gives the entryway to Anaheim Hills a unique look that scales back building masses that gives it a quainter appearance. I was surprised to see the BevMo ! building across the street that did not seem to incorporate this architectural feature. It was a great departure from Firefox. It was another typical large boxy massive building with some decorative features. However, greater articulation of the building is not incorporated into the structure of the building like the rest of the centers. I also feel it needed more decorative elements since has quite a bit of large blank areas. I would like to ask that the Planning Department and the Planning Commission consider this issue in this project and also in future projects. For this project, I just wish it could have incorporated more of the roof tile element to match the center. However, the greater issue is we are slowly moving away from this unique feature as new development comes in, and I think overtime, it will detract from the overall aesthetics in this area. I hope we don’t allow developers to cut corners on the architecture of the buildings. Thank you for your consideration. I’ve attached some photos for your reference. NEW CORRESPONDENCE ITEM NO. 3 Sincerely, Alice Tieu Alice9779@msn.com Attached: Photos of the Existing Centers and the new BevMo Building ATTACHMENT: BUILDING PHOTOS Existing Buildings in the Area: Existing Building for Proposal Vons Center Buildings Existing Board and Brew Building Across the Street in BevMo Center ATTACHMENT: BUILDING PHOTOS Existing Mother’s Market Near BevMo Recent Development: BevMo Building 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 4 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: SEPTEMBER 5, 2018 SUBJECT: GENERAL PLAN AMENDMENT NO. 2011-00484 RECLASSFICATION NO. 2011-00242 LOCATION: The project site, referred to as “Ball Road Basin,” is 19.5 acres, located southeast of the intersection of Ball Road and Phoenix Club Drive. Ball Road Basin is adjacent to the Santa Ana River Center Levee and the Santa Ana River to the east, Ball Road and the Burris Basin to the north, the Union Pacific Railroad to the south, and Phoenix Club Drive to the west. APPLICANT/PROPERTY OWNER: The applicant and property owner is the Orange County Water District (OCWD or the District), represented by Bruce Dosier. REQUEST: The applicant is requesting approval of amendments to the City of Anaheim’s General Plan and Zoning Map to allow commercial development of Ball Road Basin. The proposed project would change the City’s General Plan Land Use Designation for the Ball Road Basin from Open Space to General Commercial and the Zoning Map from the Transitional (T) and Industrial (I) Zones to the General Commercial (C-G) Zone. In addition, the proposed project would amend the General Plan Circulation and Green Elements to add a Planned Class 1 Bike Path/Trail Study Area along the northern, eastern and southern edges of Ball Road Basin. The proposed project does not include a specific development plan for Ball Road Basin. BACKGROUND: City staff has been working with OCWD to process the District’s request to allow commercial development of Ball Road Basin. The environmental impacts of this change in land use have been analyzed in Environmental Impact Report (EIR) No. 2012-00345. OCWD is not proposing any development of the site. Therefore, as part of the request for a General Plan Amendment and Reclassification, the EIR analyzed the conceptual development of 425,000 square feet of commercial development on the 19.5 acre site. This conceptual development represents the maximum floor area ratio (FAR) permitted by the General Plan for the General Commercial land use designation and the C-G Zone, unless otherwise permitted subject to the approval of a conditional use permit. On June 7, 2018, the City, as the Lead Agency under CEQA, released the Draft EIR for a 45-day public review period. The City received nine comment letters and released responses to these comments for a 10-day public review on August 24, 2018. The responses to the comments along with the Draft EIR, collectively comprise the Final EIR. Both the Draft and Final EIR documents are available on the City’s website at http://www.anaheim.net/876/Environmental-Documents. Ball Road Basin General Plan Amendment and Reclassification September 5, 2018 Page 2 of 2 Since there are no current plans for development associated with this request, staff is evaluating its ultimate recommendation for the proposed General Plan Amendment and Reclassification, and the means by which to ensure that the Planned Class 1 Bike Path/Trail Study Area and the mitigation measures associated with the EIR are adequately addressed and implemented upon future development of the site. On August 23, 2018, staff contacted Bruce Dosier to inquire whether OCWD would be amenable to a continuance of the public hearing and the Planning Commission’s review of this request to October 1, 2018, to work out the details of these items. Mr. Dosier presented the request to the OCWD Property Committee at its meeting on August 24, 2018, and the committee agreed to the continuance. RECOMMENDATION: Staff recommends that the Planning Commission continue the public hearing for this request until its meeting of October 1, 2018. Prepared and Submitted by, Susan Kim Principal Planner TDEV 2011-00035 C-GHARDIN BUICKPONTIAC GMC C-GLINCOLN MERCURYAUTO DEALER C-GHARDIN BUICKPONTIAC GMC C-GHARDIN HONDA C-GMITSUBISHIAUTO DEALER C-GMITSUBISHIAUTO DEALER C-GPHOENIX CLUB C-GRELIGIOUS USE C-GPHOENIX CLUB C-GVACANT C-GRANCHO DEL RIO(HORSES) TWATER C-GLINCOLN MERCURYAUTO DEALER E BALL RD S P H O E N I X C L U B D R S AUTO C EN TE R DR S SANDERSON AVE E. BALL RDS. S U N K I S T S T E .K A T E L LA AVES. S T A T E C O L L E G E B L V D Ba l l Ro a d Ba sin D E V N o . 2 0 1 1 -0 0 0 3 5 Subject Property APN: 253-631-32375-221-09253-473-01253-631-39 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 E BALL RD S P H O E N I X C L U B D R S AUTO C EN TE R DR S SANDERSON AVE E. BALL RDS. S U N K I S T S T E .K A T E L LA AVES. S T A T E C O L L E G E B L V D Ba l l Ro a d Ba sin D E V N o . 2 0 1 1 -0 0 0 3 5 Subject Property APN: 253-631-32375-221-09253-473-01253-631-39 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 200 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.