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Home My WebLink AboutBayside Chevron (PA2003-073)CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT Agenda Item No. 3 October 23, 2003 TO: PLANNING COMMISSION FROM: Gregg B. Ramirez, Associate Planner (949) 644 - 3219, gramirez(a)city.newport- beach.ca.us SUBJECT: Bayside Chevron, 301 East Coast Highway Use Permit No. 2003 -012 and Modification Permit No. 2003 -098 (PA2003 -073) APPLICANT: Mansoor Vakili, Owner INTRODUCTION: The applicant requests approval of a Use Permit to demolish an existing service station and construct a new service station with a food mart (with off -site beer and wine sales) and quick service food outlet. The applicant also requests approval of modifications to the service station development regulations pertaining to gross structural square footage, accessory structure setbacks and landscaping. The applicant also requests approval of a parking modification to allow the project to provide 10 spaces rather than 11 spaces as required by the Zoning Code. Additionally, the approval of a Modification Permit is requested for a sign program with portions that do not conform to regulations. Staff recommends the Planning Commission approve Use Permit No. 2003 -012 and Modification Permit No. 2003 -098 subject to the findings and conditions of approval included within the attached draft resolution. SITE BACKGROUND AND PROJECT DESCRIPTION: The subject property is a generally flat site located at the corner of East Coast Highway and Bayside Drive and is fully developed with a service station. The existing facility consists of an approximate 1,550 square foot building which includes a small food mart, cashiers office, restrooms and service bays (which are not being used), two 875 square foot island canopies and four fuel dispensers (eight fueling stations). Additionally, five underground tanks (3 gasoline, 1 diesel and 1 waste oil) are located on the site. Bayside Chevron October 23, 2003 Page 2 VICINITY MAP 301 East Coast Highway Current Development: Automobile sales and service facility To the north: DeAnza Ba side Villa a mobile home park across East Coast Highway) To the northwest: To the southeast: DeAnza Ba side Village mobile home park (across East Coast Highway) Retail and General Office Commercial To the west: Commercial The applicant has indicated that the fuel tanks will remain and the waste oil tank will be removed. The existing station has been operating at this site since 1967. The new service station will consist of a 2,625 square food mart building with a small deli /quick service food outlet, a 3,232 square foot island canopy and five gas pump islands (ten fueling spaces total). The bulk of the main building is 15 feet high but it includes 4 column features at each comer that are approximately 16 feet 8- inches above grade and a tower feature, centered in the front of the building, which is approximately 22 feet above existing grade. The bulk of the building is proposed to be finished with a cream colored stucco with slate tile trim along the base and a Spanish Bayside Chevron October 23, 2003 Page 3 tile roof for the tower feature. The back of the building is articulated with the use of differing materials and colors in a similar fashion to the new commercial development directly to the east. The island canopy is approximately 22 feet above existing grade and features a sloping mansard roof finished with Spanish tile. The project also includes, landscaping, new signage, site lighting, structures ancillary to the service station use and 10 parking spaces. The main building includes features typical of a service station /convenience store such as a cashiers booth, soft drink fountain area, cold beverage /food refrigerators, merchandise display racks and restrooms. In addition, the applicant proposes a quick service food establishment such as a Subway or ice cream shop. No interior or exterior customer seating is proposed. The establishment is proposed to be open 24 hours a day. ANALYSIS: GENERAL PLAN AND LOCAL COASTAL PROGRAM (LCP) General Plan & LCP Land Use Plan The subject property is located in General Plan Statistical Area G1 and has a land use designation of Retail and Service Commercial. The LCP Land Use Plan designation is identical to the General Plan Land Use Element designation. Gasoline stations, convenience stores and food service establishments are permitted uses within this land use designation. The maximum floor area ratio (FAR) permitted by the General Plan for the subject property is 0.30. The lot area of the site is approximately 18,138 square feet. Therefore, the maximum permitted structural square footage is 5,441 (18,138 x .30). The proposed 2,625 square foot building is consistent with the Land Use Element of the General Plan and the LCP Land Use Plan. Coastal Commission Review Should the proposed project be approved, the applicant would be required to receive approval from the California Coastal Commission prior to the issuance of grading and building permits as the property is located within the Coastal Zone and is not eligible for an exemption. TRAFFIC AND CIRCULATION Trip Generation The City's Traffic Division does not have a trip generation rate for multiple use businesses such as the proposed project. Therefore, in order to determine if a traffic study was required pursuant to the Traffic Phasing Ordinance (TPO), the applicant Bayside Chevron October 23, 2003 Page 4 prepared a Trip Generation Study for the proposed project. The purpose of the study was to determine the trip generation rate for the project in order to determine if the project would result in a net increase of 300 or more daily trips. A traffic engineering consultant, under the direction of the City Traffic Engineer, conducted a series of surveys and counts at three locations within Orange County with similar development characteristics as the proposed project. The conclusion of the study was that the proposed project would generate approximately 133 to 196 new daily trips, which is well below the 300 new trip threshold that would require the preparation of a traffic study. The conclusions of the study were reviewed and accepted by the City Traffic Engineer and no traffic study pursuant to the TPO is required. Right of Way Dedication Chapter 13.05 (section 13.05.010.A.) of the Municipal Code requires, as a condition to receiving a.building permit, the dedication and improvement of any adjacent street designated as a "significant link" in the City's circulation system. This portion of East Coast Highway is designated as a "significant link" and is shown with an ultimate width of eight traffic lanes. This would require the dedication and improvement of a 12 -foot section of the subject property to create the additional south bound lane of East Coast Highway. However, Section 13.05.010.6. of the Municipal Code, states that the dedication and improvement of property is not required when the property fronts a State Highway when there are no buildings or structures on any portion of the property within the area to be improved pursuant to the Circulation Element's Master Plan of Streets and Highways and that any additional (Zoning Code) setbacks are provided unless the following conditions exist: 1. The proposed project contributes to the need to widen the adjacent roadway to master plan standards and; 2. The project would generate more than three hundred (300) average daily trips; and; 3. The proposed project exceeds twenty -five thousand (25,000) square feet of additional gross floor area. The potential dedication area is a 12 -foot strip (for the missing 12 -foot travel lane) of land running the entire length of the East Coast Highway frontage of the property. The applicant has designed the project to be setback 12 feet plus the applicable Zoning Code setbacks for all structures. This requires the pumps and main building to be setback 32 feet and the canopy to be setback 17 feet from the existing right of way. If and when the highway is widened at this location, the structures will be setback per current standards. Based on the trip generation survey, the size of the proposed development (under 25,000 square feet) and the fact that the project will meet future setbacks, staff has determined that the proposed project does not require the dedication, widening and improvements to East Coast Highway. This determination is also based upon staffs opinion that the project's contribution to the need to widen Coast Highway is Bayside Chevron October 23, 2003 Page 5 insignificant based upon the number of trips generated. In essence, staff does not believe a sufficient nexus exists between the potentially required improvements and the impacts of the project. ZONING CODE COMPLIANCE The subject property is located within the Retail and Service Commercial (RSC) zoning district. Gasoline stations and convenience markets are permitted in the RSC zoning district, the former requiring approval of a Use Permit. Additionally, the applicant requests approval for a quick service food outlet associated with the convenience market. The applicant anticipates that a Subway, ice cream shop or similar establishment will be located in the area identified as "Deli" on the floor plan. The sale of alcoholic beverages also requires a Use Permit. Service Station Design Guidelines The City of Newport Beach adopted the Service Station Design Guidelines (Guidelines) on May 24, 1999. The Guidelines are not regulatory and state that they are not intended to restrict creativity but are there to assist in achieving a quality design that will be compatible with adjacent development and land uses. A copy of the Guidelines has been included as Exhibit No. 6. The Zoning Code requires that a project be found compliant with the Guidelines. The Guidelines encourage a strong street corner element in the form of a structure or landscaping and multiple fuel canopies, where possible. Architectural design is encouraged to be site specific yet have an attractive appearance that is compatible and complimentary to the surrounding area. The guidelines stress that accessory structures and buildings should incorporate materials and design elements consistent with the principal building. Extensive expanses of pavement are not desired, and the design should incorporate the use of banding or pathways of alternate paving materials. As with standard zoning regulations, site lighting should be designed so as to prevent light and glare from shining on neighboring property and the public right -of -way through the use of recessed and hooded light fixtures. The architectural design of the structures in this project can be seen as compatible with the surrounding commercial properties, especially with the new retail center directly adjacent to the subject property. Staff believes the use of banding to break up the expanse of pavement can be incorporated into the project and a condition of approval (No. 26) has been included requiring the installation of pavers /banding subject to the approval of the Planning Department. Sight lighting has been proposed and conditioned to meet Guideline suggestions and Code requirements. The guidelines stress the need for good on -site circulation, suggesting such measures as wide drive aisle that allow vehicles to maneuver around cars parked at the gas Bayside Chevron October 23, 2003 Page 6 pumps, providing sufficient space for fuel delivery trucks on -site, so as not to block the public right of way during delivery, and placing driveway approaches as far as possible from street intersections as possible. The project has been designed to provide the best vehicular access /circulation possible considering the concentration of structures on the site. Additionally, a clear path for delivery trucks has been incorporated into the design. The driveway locations and site circulation have been reviewed by the City Traffic Engineer and are acceptable. Quality landscape designs are also encouraged through the use of proper sized tree and shrub species and the use of tiered landscape areas which include grasses, shrubs and trees. Site landscaping is extensive and generally conforms to the Guideline suggestions and is subject to the final review of the General Services and Planning Departments. As for signage, the Guidelines suggest that signage be incorporated into the architectural design of the overall project. Monument signs are noted as the preferred signage type and that multiple site users should share a single monument sign that includes fuel price signage. Back -lit signage is preferred for permanent signs and the numbers of temporary and minor signs are encouraged to be kept to a minimum. The proposed signage deviates from the Guidelines suggestions with the proposed pole sign instead of the suggested monument sign. Other site signage, with changes proposed by staff, is generally consistent with the Guidelines and what is typically found at service stations. Although the project generally conforms to the suggestions of the Guidelines, it must be pointed out that the Guidelines recommend a strong design element to anchor a street corner through the use of building placement, landscaping and monument signage. Additionally, the Guidelines recommend multiple service island canopies rather than a single large one. The proposed design provides neither of these elements. However, it can be argued that the Guideline suggestions are based on a traditional rectangular or square site and that the triangular shape of the subject property and its location between East Coast Highway and Bayside Drive better lends itself to the proposed layout when considering the location of the existing fuel tanks and site circulation needs. Additionally, the applicant was not interested in dedicating and improving Coast Highway at his expense and it is not required; therefore, increased setbacks were proposed, reducing alternate locations for buildings and structures. In summary, staff believes the Planning Commission can find the proposed project consistent with the Service Station Design Guidelines. Bayside Chevron October 23, 2003 Page 7 Service Station Development Regulations Service station development is governed by Chapter 20.80 of the Zoning Code. The table below outlines the major development regulations and specifies whether the proposed project complies with said regulations. The code allows the Planning Commission to modify or waive development standards if appropriate. A discussion of each proposed modification or waiver follows the Development Regulations table below. Minimum Land Area Access Development Regulations Table All service station sites shall front on streets designated as major, primary or secondary on the City Master Plan of Streets and Highways unless the sites are part of or in conjunction with developments such as shopping centers The minimum land area for service stations shall be 1,500 square feet of land area for each fueling space, 1,000 square feet for each service bay or washing bay, and 3.33 square feet for each square foot of gross floor area used for retail and /or food and beverage sales. Driveways shall be so designed and located as to ensure a safe and efficient movement of traffic on and off the site to and from the lane of traffic nearest the curb. All driveways shall be located and constructed according to the City of Newport Beach Driveway Approach Policy. Driveways for service stations which are developed as part of or in conjunction with adjacent uses shall be located as part of the total circulation element of such adjacent uses. On -site driveways all should be a minimum of 25 feet for two -way traffic or 18 feet for one -way circulation. Provisions for on -site queuing lanes shall be made. Queuing lanes shall not interfere with access to East Coast Highway qualifies as a "major" road and Bayside Drive is designated as a secondary road on the City Master Plan of Streets and Highways (Circulation Element). Does not comply - Deviation Sought. The applicant requests approval to construct a 2,625 square foot retail area in conjunction with 10 fueling spaces. Based on the calculations, the maximum development permitted on the subject property is 942 square feet with 10 fueling spaces. Based upon what is proposed, a 23,742 square foot site is required and the project site is 18,138 on -site circulation has been reviewed by the Public Works Department. Final design shall be subject to the review and approval by the Public Works Department prior to the issuance of building permits. Bayside Chevron October 23, 2003 Page 8 REQUIREMENT PROPOSED Setbacks Service islands — 20 feet from a street Partially Complies — Deviation Sought. Canopies — 5 feet from a property line The service islands are 32 feet to Coast Air and water dispensers — 10 feet Highway and 20 feet to Bayside Drive; the Retail and office — 0 feet interior lot line & canopy is 17 feet from Coast Highway and 5 15 feet from a street feet from Bayside Drive; the Air and water is proposed to be 5 feet from Bayside Drive; convenience mart is 41 feet from Coast Highway and approximately 41.5 feet from Bayside and zero feet to the interior lot line. Utilities All utilities shall be installed underground Complies. The location of all utilities has within the exterior property lines of the been reviewed by the Public Works site. Department and shall be installed in conformance with this and other City policies. Drainage All drainage to the street shall be by Complies. Drainage and water quality issues underground structures to avoid drainage will be addressed within a Water Quality across City walks or drive aprons, and Management Plan prior to the issuance of shall be subject to approval by the grading and building permits and are subject Director of Public Works. to the review and approval of the Public Works, Building and Planning Departments Site and The site plan and architecture of the Complies. The project has been designed to Architectural service station shall provide an attractive be compatible with the surrounding land uses Design appearance that is compatible with and and architecturally compatible and complimentary to the community and complimentary with the new commercial surrounding land uses and development center located adjacent to the project site and and that is consistent with the City of the Newport Auto Center. Newport Beach Design Guidelines: Automobile Service Stations and Washing. Landscaping At least 15 percent of the site shall be Partially Complies, Deviation Sought. The landscaped with plant materials designed proposed plans indicate that 19.4% of the site to provide beautification and screening. is to be landscaped. However, the 23 trees required by the development regulations are not provided. A complete discussion of landscaping regulations is provided later in this report. Circulation Parking areas and driveways to facilitate Complies. The project was reviewed by the traffic and circulation of vehicles on and City Traffic Division of the Public Works around the facility and to provide adequate Department and is acceptable subject to sight clearances. conditions of approval included in the attached resolution. Additionally, the final striping plan is subject to the approval of the Traffic Division prior to the issuance of Buildin ermits. Bayside Chevron October 23, 2003 Page 9 Deviation - Minimum Land Area The Zoning Code requires that a minimum 1,500 square feet of lot area be provided per each fueling location and 3.33 square feet of lot area for each square foot of gross floor area used for retail and/or food and beverage sales. The applicant proposes 10 fueling stations and a 2,625 square foot building for retail and food /beverage sales. Therefore, a total of 23,742 square feet of lot area is required for the proposed improvements based upon the area factors cited. The site is 18,138 square feet in area, which is 5,604 square feet short of the standard. Based upon the lot area factors above, the property could support a 10 fueling spaces and a 942 square foot retail building. If a replacement quantity of fueling stations were REQUIREMENT PROPOSED " Perimeter Service station sites shall be separated Not Applicable. The subject property does Walls from abutting residentially -zoned property not abut residentially zoned property. or property used for residential purposes by 6 foot high masonry or concrete wall utilizing materials similar in color, module and texture to those utilized in the building. Such walls shall be reduced to 3 feet in height within adjacent street setback areas. Such walls need not be installed when building walls or other acceptable walls already exist on such property lines Lighting Exterior light sources shall be shielded Complies. Lighting associated with the from view and directed away from canopy will be recessed. The canopy and on- adjacent properties. Luminaries shall be site lighting shall be reviewed at time of plan of a low level, indirect diffused type and check and the project has been conditioned shall not exceed a height of 20 feet above to require a night inspection by the Water finished grade. Quality and Code Enforcement Division to ensure that installed lighting complies with this requirement. Rest Rooms One men's rest room and one women's Complies. Separate rest rooms for men and rest room shall be provided during women have been included and are located business hours for use by service station within the convenience store. customers. All rest rooms with exterior entrances shall be located so as to be in clear view of the station's service area, cashier station, or office. Refuse Refuse storage areas shall be enclosed Required to Comply. Trash enclosure plans Storage by walls and integrated with the design of were not provided. The project has been Areas the service station. conditioned to require the trash enclosure to be architecturally integrated into the design of the service station subject to the review of the Planning Department prior to the issuance of building permits. Building Building height for structures in the RSC Complies. The highest portion of the Hei ht zoning district is 26 feet. proposed structures is approximately 22 feet. Deviation - Minimum Land Area The Zoning Code requires that a minimum 1,500 square feet of lot area be provided per each fueling location and 3.33 square feet of lot area for each square foot of gross floor area used for retail and/or food and beverage sales. The applicant proposes 10 fueling stations and a 2,625 square foot building for retail and food /beverage sales. Therefore, a total of 23,742 square feet of lot area is required for the proposed improvements based upon the area factors cited. The site is 18,138 square feet in area, which is 5,604 square feet short of the standard. Based upon the lot area factors above, the property could support a 10 fueling spaces and a 942 square foot retail building. If a replacement quantity of fueling stations were Bayside Chevron October 23, 2003 Page 10 proposed (8), the site would be limited to a 1,843 square foot building. For comparison sake, another retail commercial use on this site would be permitted a 0.5 floor area ratio (FAR) which equates to a 9,069 square foot building provided that parking on the small site could be provided for such a building. The land area standard was designed to ensure that service station sites have optimal design and are not over developed, which would theoretically lead to traffic congestion, unsightly sites or hazards. The site plan for this project is not optimal and does not comply with every standard and guideline. However, staff recognizes that this is an existing service station site and one that has an unusual shape and configuration. The proposed site plan has been thoroughly reviewed by both the Traffic Engineer and the Planning Department, who believe the proposed project to be safe, aesthetically superior to the existing service station and provide adequately for maneuvering, fueling and parking of vehicles. Deviation - Air and Water Dispenser Setback The service station development regulations require that air and water dispensers be setback a minimum of 10 feet from the street side property line. The proposed location of the air and water dispenser is setback 5 feet from the Bayside Drive property line adjacent to the proposed short term parking space in front of the trash enclosure. The dispensers will be partially screened from the right -of -way by low shrubs. Staff believes that given the site layout and the location of the air /water dispenser near the trash enclosure and adjacent to the proposed short term parking space, the setback encroachment is acceptable due to the small size of the structure and its relatively limited use. Deviation - Landscaping As mentioned in the development regulations table above, the project partially complies with the landscaping requirements of the service station design regulations. The following table below details the landscaping requirements and discusses whether the proposed project is in compliance. Bayside Chevron October 23, 2003 Page 11 Landscaping Development Standards REQUIREMENT PROPOSED:., A minimum of 15 percent of the site shall be landscaped Complies. The proposed plans indicate that with plant materials designed to provide beautification 19.4% of the site is landscaped. and screening. A minimum 5 foot -wide (inside dimension) planting areas Not Applicable. The project includes a between driveway approaches. single driveway approach at each street frontage. A minimum of 150 square foot landscaped area provided Complies. The landscape area at the at the intersection of two property lines at a street corner. intersection East Coast Highway and Landscape materials shall not exceed a height of 36 Bayside Drive exceeds 300 square feet and inches. will be conditioned to comply with maximum height limits. A minimum 5 foot -wide (inside dimension) planting area Complies. The proposed building is located along interior property lines, except where openings are at the interior property line which is permitted needed to facilitate vehicular circulation to adjacent by code. Landscape areas flanking the properties. structure comply with this requirement. A minimum of 30 percent of the required landscaping Complies. The majority of the proposed shall be provided within 20 feet of the street property landscaping is located within 20 feet of the lines. street property lines adjacent to the building. Landscaped areas adjacent to street property lines shall Partially Complies, Modification Sought. be planted with a minimum of 1 tree and 3 shrubs per Based on the formula provided by the Zoning every 25 linear feet of street frontage. Landscaped areas Code, 23 trees and 69 shrubs are required. adjacent to interior property lines shall be planted with a The proposed plans include 11 trees and 304 minimum of 1 tree and 3 shrubs per every 30 linear feet. shrubs. These calculations establish the minimum number of required trees and shrubs and are not meant to imply linear or equal spacing. Required trees shall be 24 -inch box size, or larger. Required shrubs shall have a minimum mature growth height of 18 inches and shall be a minimum of 5- gallon in size upon installation. Plant materials shall be chosen for their screening qualities, beauty and durability. Plantings shall include a mixture of trees, shrubs and groundcovers. All plant materials shall conform to or exceed the plant quality standards of the latest edition of American Standard for Nursery Stock published by the American Association of Nurserymen, or the equivalent. City parkway areas shall be provided with groundcover Complies. The Public Works Department and street trees as per City standards has conditioned the project to provide street trees and public improvements as required. Planting areas adjacent to vehicular activity shall be Complies. Compliance with this requirement protected by a continuous concrete curb or similar will be verified during plan check and field permanent barrier. inspections. All planting areas shall be provided with a permanent Complies. The final design of the underground automatic sprinkler irrigation system of a underground sprinkler system will be design suitable for the type and arrangement of the plant reviewed by the General Services materials selected. Department prior to the issuance of building ermits. Bayside Chevron October 23, 2003 Page 12 As indicated by the chart, the proposed landscape plans do not provide the minimum number of trees. The proposed tree locations are towards the interior property lines and directly in front of the main building, away from the East Coast Highway / Bayside Drive intersection and the access driveways. Staff believes the reduced number of trees is acceptable in order to assure that adequate vehicular sight distance is maintained at the access driveways and street intersection. Staff believes that requiring 12 additional trees within the proposed landscape areas will create a forest and dominate the landscape areas and be out of balance with the overall development. However, a condition of approval has been included in the draft resolution requiring the applicant to work with the Planning Department and Traffic Engineer to possibly increase the number of trees without interfering with vehicular sight distance and avoiding a landscape plan that is overly dominated by trees. PARKING MODIFICATION (USE PERMIT) The Zoning Code requires that 5 parking spaces for each service bay be provided for service stations. Since the proposed station does not include service bays, required parking is based on the standard retail requirement of 1 space per 250 square feet of gross floor occupied by the food mart/quick service food outlet. Therefore, the proposed project requires that 11 parking spaces be provided (2,625/250= 10.5). The applicant is requesting that the Planning Commission modify the number of required parking spaces to 10, which includes 1 short term space located in front of the trash dumpster and adjacent to the air and water service, and 1 space for the disabled. The applicant believes that the 10 fueling stations, in addition to the 10 more traditional spaces, will provide adequate parking to serve all uses. As part of the trip generation rate study for the project, a parking demand analysis was prepared (Exhibit No. 5). The traffic engineer who prepared the report concluded that the peak parking demand for the project was 9 parking spaces. This study was based on surveys conducted at two other locations within Orange County with similar size and operational characteristics to those of the proposed project. The parking demand study was deemed as acceptable by the City Traffic Engineer. In order to grant a parking space modification, the Commission must find that the parking demand will be less than the parking requirement and that the long term occupancy of the structure will not generate additional parking demand. Staff believes that both findings can be made based on the conclusions of the parking demand study. Additionally, staff supports the applicants contention that the fueling stations are a viable parking resource for patrons. Bayside Chevron October 23, 2003 Page 13 MODIFICATION PERMIT — SIGN PROGRAM The applicant has requested approval of a Modification Permit for a sign program in order to deviate from the sign regulations specified by Section 20.67.D of the Zoning Code. Pole Sign The applicant proposes a pole sign to replace the existing pole sign that is located near the intersection of East Coast Highway and Bayside Drive. The Zoning Code does not list pole signs as a permitted sign type for service stations. The closest permitted sign type is a monument sign which is limited to four feet in height and 20 square feet (36 square feet when combined with a fuel price sign). The proposed pole sign is 20 feet high and includes approximately 73 square feet of copy which includes fuel brand signage, quick food outlet signage, fuel prices and miscellaneous copy areas for signs such as "ATM ". The existing pole sign is approximately 20 feet high and consists of approximately 88 square feet of copy including brand signage and pricing. The applicant's request for the pole sign is based on the belief that it is similar in size to the existing sign, aesthetically superior and will provide motorists with readable pricing and product information. Staff believes a pole sign may be acceptable in this instance for the following reasons. The pricing information must be visible from both streets and the applicant desires to avoid having two pricing signs, one for each street. Staff supports a single pricing sign as opposed to two signs. The only possible place to locate a single sign that is visible from both streets is at the corner. The landscape area is limited at the comer and a 4- foot high monument sign could block vehicle sight distance. Such a sign will be partially blocked by parked vehicles and vehicles in the travel lanes. The sign would reduce area for landscaping and might be hit by a parking vehicle given the proximity to the on -site parking area. Staff does recommend that the proposed pole sign be scaled back by eliminating the panel to the side of the "Chevron" logo with the "Subway" and "ATM" panels. These panels are for secondary uses and should not be provided the same stature as the primary use of the site identified by the "Chevron" logo. Additionally, the, proposed design is not symmetrical and it does not promote a sense of quality suggested by the Design Guidelines. Staff believes that a symmetrical design with two 14 inch panels between the pricing information and the "Chevron" logo is sufficient to provide space for secondary uses such as the food mart and Subway. Canopy Signs The applicant proposes a total of four canopy signs (one on each frontage) in two designs. The first is the brand name "Chevron" which is 11.5 square feet with one sign Bayside Chevron October 23, 2003 Page 14 to be located on both the easterly and westerly sides of the canopy. The second is the Chevron logo which is 3.5 square feet in area and proposed to be located on the northerly and southerly sides of the canopy. Both types of signs will be internally illuminated. The development regulations limit canopy signs to "logos" with a maximum area of six square feet. Therefore, the two "Chevron" brand name signs do not comply with the standard regulations. The Modifications Committee has recently approved an identical request for a competitor and staff has no objection to this Modification Permit. Service Island Signs The applicant proposes a 0.5 square foot "Self' decal on each side of each fuel island /dispenser. The development regulations allow a four square foot "Self- Service" sign at each end of each service island. Therefore, the proposed signage complies with the development regulations. The applicant also requests approval to allow a 1.875 square foot Chevron logo decal referred to as a "spanner hallmark" on each side of each fuel dispenser (20 Chevron logos). These signs are not permitted by the development regulations but are typically found on fuel pump spanners. Staff has no objection to these signs due to their small size. Point of Service Signs The applicant proposes five, 9 square foot point of service signs to be located adjacent to each of the five fuel dispensers. These signs typically have changeable copy and are used to advertise special promotions. These types of signs are not permitted by the development regulations, and staff does not support these signs as it makes the pump islands too "busy' and the Design Guidelines call for limited signs. Wall Signs The applicant proposes a 31.4 square foot "Food Mart" wall sign to be located on the front of the main building centered on the tower feature. A second 13.6 square foot sign on the front facade is proposed for "Subway" The development regulations state that wall signs shall not exceed one square foot for each lineal foot of building frontage with a length of up to 50% of the building frontage so long as the overall sign length does not exceed 30 feet. The proposed building has a frontage of 69 feet, 3 inches. The proposed wall signs total 45 square feet and total 21.75 feet long and therefore complies with this regulation. If a tenant other than Subway occupies the space their sign would have to substantially conform to the size of the "Subway" sign. In summary, staff has included conditions of approval relative to these sign recommendations within the draft resolution. Bayside Chevron October 23, 2003 Page 15 ALCOHOLIC BEVERAGE OUTLET ORDINANCE The applicant requests approval of a Use Permit to allow the sale of beer and wine (Type 20 ABC License) for consumption off the site in conjunction with gas station /convenience market. In accordance with Section 20.89.030A of the Alcoholic Beverage Outlet (ABO) Ordinance, approval of a use permit is required for a new Type 20 license. The ABO requires the Planning Commission to consider the following: 1. Whether the use serves public convenience or necessity. 2. The crime rate in the reporting district and adjacent reporting districts as compared to other areas in the City. 3. The number of alcohol licenses per capita in the reporting district and in adjacent reporting districts as compared to the countywide average. 4. The numbers of alcohol- related calls for service, crimes or arrests in the reporting district and in adjacent reporting districts. 5. The proximity of the alcoholic beverage outlet to residential districts, day care centers, park and recreation facilities, places of religious assembly, and schools. 1. Public Convenience or Necessity. The proposed sale of alcoholic beverages (beer and wine) is in conjunction with a service station /convenience market. Beer and wine sales for off -site consumption is common in conjunction with this type of establishment and is expected by patrons. Council Policy K -7, Determination of Public Convenience and Necessity, requires that certain findings be made for new alcoholic beverage outlets is not applicable in this case because the proposed establishment is not a bar, cocktail lounge, cabaret or nightclub. 2. Crime Rate. Citywide, there were 7,057 crimes reported during calendar year 2002, of which 2,609 were Part One Crimes (serious offenses). The remaining 4,448 were Part Two Crimes that include alcohol related arrests. The project site is located within Police Reporting District (RD) No. 41, and the Part One Crime rate for the RD, two adjacent RD's, City, California and National averages are shown in the following table for comparison. RD No. 41: 3,727.71 Cit Avera e: 3,448.23 RD No. 26: 4,073.93 California: 3,902.9 RD No. 54: 4,221.9 National: 4,160.5 During 2002, the number of Part One Crimes in RD No. 41 was 69 and the number of Part Two Crimes was 99. Adjacent Reporting Districts are Nos. 26 and 43. RD No. 26 had 108 Part One and 198 Part Two Crimes; and RD No. 43 had 45 Part One and 48 Part Two Crimes. A map of the reporting districts is attached to the Police Department report (Exhibit No. 4). The number of total crimes reporting within the RD of the subject site is lower than RD 26 and higher than RD 43. Bayside Chevron October 23, 2003 Page 16 3. Over Concentration. There are 9 active alcoholic beverage licenses in police Reporting District No. 41. This application will result in one additional ABC license. The Police Department has not indicated that they believe the area to be over concentrated with alcohol licenses. 4. Alcohol - Related Crimes. The Police Department has provided statistics for driving under the influence and plain drunk arrests. There were 35 driving under the influence arrests and 12 plain drunk arrests within RD No. 41 (totaling 47 DUI /Drunk arrests) during this same period as compared to 1,608 for the entire City. This RD accounts for 2.67% of the DUI /Drunk arrests made in the City. RD No. 26 had 82 DUI /Drunk arrests and RD No. 43 had 20 DUI /Drunk arrests. The proposed sale of beer and wine is in conjunction with a gas station /convenience store. The Police Department has reviewed the project and is not in opposition however; they have provided recommended conditions of approval to minimize the potential for an increase of alcohol related crimes. 5. Adjacent Uses. There are no schools, day care centers or places of religious worship near the subject property. The establishment is located within a commercial area adjacent to a major arterial (East Coast Highway). The closest residential land uses is the DeAnza/Bayside Village mobile home park located across Coast Highway. Conclusion: Given that the proposed alcoholic beverage sales is for off -site consumption only and associated with a gas station /convenience market, the Police Department does not have objections to the operation as proposed by the applicant. Additionally, the Police Department has reviewed the Use Permit application and has submitted recommended conditions of approval. The Police Department recommends the standard conditions of approval related to the sale of alcohol for off -site consumption to ensure compatibility of the use with its environs. These conditions are routinely required of alcoholic beverage outlets and are contained within the draft resolution for project approval. Should the project be approved, the Police Department will transmit the conditions of approval related to the service of alcohol to the State Department of Alcoholic Beverage Control (ABC) consistent with this Use Permit. As noted, the site will be open 24 hours a day. Alcohol sales are not permitted between the hours of 2:00 AM and 6:00 AM by the State of California. The police Department does not oppose these hours. Planning staff believes these hours are acceptable for this location. Finally, the location of this establishment (with no sensitive land uses nearby) makes the location and use acceptable. UNDERGROUND FUEL AND WASTE OIL TANKS Underground storage tanks and related inspections are under the jurisdiction of the Orange County Department of Environmental Health, Certified Unified Program Agency Bayside Chevron October 23, 2003 Page 17 (CUPA). The proposed project includes the retention of the four existing underground fuel storage tanks (UST) located at the northwesterly portion of the subject property. These tanks were replaced in 1988 and according to County Department of Environmental Health representatives; the tanks have passed all testing standards and comply with current underground storage tank regulations. An underground waste oil tank is also located on site which the applicant is proposing to remove. This tank is currently undergoing mitigation and clean -up for hydrocarbon contamination of subsurface soils and groundwater. The location of the remediation equipment is shown on the site plan and is within a fenced area near Bayside Drive. According to representatives from the County Department of Environmental Health, this tank and equipment is in compliance with current clean -up and inspection requirements and no health risk assessment is required in conjunction with it's removal and project implementation. In order to ensure compliance with CUPA regulations, a condition of approval has been included in the draft resolution requiring that prior to the issuance of any grading or building permit, the applicant must provide written documentation from CUPA indicating that the tank removal and any associated clean -up or repair affecting any of the underground storage tanks (UST) or the site in general is being performed in compliance with all UST regulations and policies. ENVIRONMENTAL REVIEW This project has been reviewed and it has been determined that it is categorically exempt from the requirements of the California Environmental Quality Act under Class 2 (Replacement or Reconstruction) of existing facilities. The project would also comply under a Class 3 exemption for the construction of limited numbers of new structures in urbanized areas in non - environmentally sensitive areas. SUMMARY OF ANALYSIS The nature of the proposed project and particular parcel on which it is located is subject to a multitude of codes and regulations. The flowing is a brief synopsis of the project analysis. 1. The project is consistent with the Retail and Service Commercial General Plan Land Use and LCP Land Use Plan Designations. 2. The proposed project is not subject to review under the Traffic Phasing Ordinance. 3. The proposed project does not trigger the dedication and improvement for Coast Highway. 4. The proposed project generally meets the Service Station Design Guidelines. Bayside Chevron October 23, 2003 Page 18 5. The project meets each of the Service Station Development Regulations except for: a. The proposal requires 23,742 sq. ft. land area where the site is only 18,138 square feet. b. A 5 -foot encroachment of the air and water dispenser within a 10 -foot setback. c. The landscape plan provides 11 of the required 23 trees. 6. The project provides 10 of the code required 11 parking spaces. 7. The proposed project deviates from the sign regulations with the following proposed signs: a. A pole sign to replace the existing sign where the code only allows 4 -foot high monument sign. b. The code does not permit the proposed 9- square foot Point of Sale signs to be located at each pump island. c. The code permits only one wall sign. and two wall signs are proposed. 8. The proposed beer and wine sales are permitted upon approval of a Use Permit. The Police Department does oppose the sale after considering the factors identified within the Alcoholic Beverage Ordinance (ABO) with the application of the suggested conditions of approval relating to alcohol sales. 9. The existing underground storage tanks are in compliance with applicable regulations and do not pose a health risk per the Orange County Department of Environmental Health. 10.The proposed project qualifies for a categorical exemption from California Environmental Quality Act. PUBLIC NOTICE: Notice of this hearing was published in the Daily Pilot, mailed to property owners within 300 feet of the property (excluding roads and waterways) and posted at the site a minimum of 10 days in advance of this hearing consistent with the Municipal Code. Additionally, the item appeared upon the agenda for this meeting, which was posted at City Hall and on the city website. No written correspondence or any public inquiries have been received as of the drafting of this report. CONCLUSION: Staff has been working with this applicant for many months and the applicant has been responsive to numerous and repeated requests by staff to redesign and enhance the Bayside Chevron October 23, 2003 Page 19 project. Staff believes that the current designs presented by the applicant meet the general intent of both the Zoning Code development regulations and the Service Station Design Guidelines. Although the proposed project deviates from some regulations, staff believes it is a workable and safe design that does not appear to present detriment to the surrounding neighborhood or the City. Additionally, the new station is an improvement over the existing service station both in terms of aesthetics and vehicle circulation due to the elimination of the existing fuel pumps in close proximity to the driveways. However, the Commission must determine whether the proposed intensity of development, reflected by the number of fueling spaces and area of the food mart/quick service food outlet, is excessive for the property to support adequately. Staff believes the following items should be considered: • The proposed 2,625 square foot building is 1,683 square feet larger than what is permitted by the Zoning Code. A reduction in the number of pumps and building area would create more open area, which will improve vehicle circulation and reduce parking demand. ■ The project provides ten of the eleven required parking spaces but, a parking demand study has concluded that nine spaces, in addition to the fueling spaces, is adequate for the proposed use. ■ The project as designed has been reviewed by the Public Works Department and Traffic Engineer and is acceptable and is not anticipated to be hazardous. ■ The proposed project provides more than the minimum 15% site area of landscaping. ■ The recommended deviations from the sign program are minor except for the pole sign. ■ The site architecture is compatible with surrounding developments and the project generally complies with the Service Station Design Guidelines and is superior to the design of the existing buildings and structures. Staff has prepared a draft resolution for project approval (Exhibit No. 1) for review after careful consideration of all aspects of the request, applicable codes, guidelines and the surrounding area. Bayside Chevron October 23, 2003 Page 20 ALTERNATIVES: Should the Planning Commission believe that the project, if approved as proposed, would potentially be detrimental to the community due to the fact that it does not meet all City regulations and guidelines discussed in this report; the Commission has two primary options. The Commission can direct the applicant to redesign the project in a way that better conforms to the development regulations and guidelines. Design alterations can include any number of combinations of changes including, but not limited to, decreasing the area of the food mart, decreasing the number of pumps, increasing on -site parking, architectural changes, sign program changes or landscape plan alterations. Should this option be exercised, staff suggests that the Commission provide as much specific direction as a consensus might identify with a continuance of suitable length to support a redesign provided the applicant is amenable to redesigning the project. 2. The Commission has the option to deny the application and draft findings for denial are attached as Exhibit No. 2. Prepared by: Submitted by: Gregg B. mirez, Associa Planner Exhibits: 4zz'�<)4w Sharon Z. Wood, X s ' tant City Manager 1. Draft Planning Commission Resolution and Conditions of Approval 2. Findings for Denial 3. Justification and Correspondence from Applicant 4. Police Department Reports and Reporting District Map 5. Trip Generation and Parking Demand Study 6. Service Station Design Guidelines 7. Project Plans EXHIBIT NO. 1 Draft Planning Commission Resolution and Conditions of Approval Ak RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING USE PERMIT NO. 2003 -012 AND MODIFICATION PERMIT NO. 2003 -098 FOR PROPERTY LOCATED AT 301 EAST COAST HIGHWAY THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS, RESOLVES AND ORDERS AS FOLLOWS: Section 1. An application was filed by Mansoor Vakili, with respect to property located at 301 East Coast Highway and legally described as Parcel 1 of Resubdivision No. 982, requesting approval of Use Permit No. 2003 -012 and Modification Permit No. 2003 -098 to authorize the redevelopment of the existing service station where the existing service station will be demolished and a new 2,625 square foot service station /mini- mart/quick service food outlet will be constructed. The application also requests a partial waiver of parking and modifications to the service station development regulations as specified in the Zoning Code and a Modification Permit to authorize signage that is not in strict compliance with the Zoning Code. Section 2. A public hearing was held on October 23, 2003 at the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the aforesaid meeting was given. Evidence, both written and oral, was presented to and considered by the Planning Commission at this meeting. Section 3. The Planning Commission finds as follows: 1. The Land Use Element of the General Plan and Local Coastal Program Land Use Plan designates the site for Retail and Service Commercial uses. Service stations and associated markets /food uses are permitted within this category. 2. That the proposed location of the use permit and the proposed conditions under which it would be operated or maintained will be consistent with the General Plan and the purpose of the district in which the site is located; will not be detrimental to the public health, safety, peace, morals, comfort, or welfare of persons residing or working in or adjacent to the neighborhood of such use; and will not be detrimental to the properties or improvements in the vicinity or to the general welfare of the city for the following reasons: a. The site circulation and access has been reviewed and approved by the City Traffic Engineer. b. The addition of a convenience market and quick service food outlet is not expected to conflict with the surrounding land uses and are permitted uses in the RSC zoning district. c. The existing service station has been operating at the project site since 1967 and has proven to be compatible with surrounding uses. d. The subject property is of adequate size to support the proposed use and structures. N Planning Commission Resolution No. _ Paae 2 of 13 e. The new design is superior than the existing design and especially with regard to site access. f. The underground storage tanks are in compliance with County of Environmental Health regulations. 3. The modification of the Service Station Development Regulations allowing the size of the retail building to exceed the maximum square footage permitted by the Zoning Code is acceptable for the following reasons: a. The project is designed to make the most efficient use of the site and the site is of sufficient size to support the retail, food service and fuel dispensing uses as proposed and depicted on the approved set of plans. b. The size of the building is consistent with the size of commercial structures permitted on commercially zoned property on other sites within the City. c. The overall site design meets the intent of the Service Station Development Regulations and Design Guidelines. d. The City Traffic Engineer has determined that the site design provides adequate access and circulation for vehicles as well as fuel delivery trucks. 4. The project design and operational characteristics including the modification and waiver of the Service Station Development Regulations, as conditioned, meets the intent of the Zoning Code for the following reasons; a. The air /water dispenser which encroaches 5 -feet into the 10 -foot setback will be partially screened by shrubs, is located adjacent to a busy street and is of small size and only sporadically used. b. The location and configuration of the subject property limits the numbers and locations of large trees due to required vehicular sight distance considerations. Additionally the number of required trees is excessive for the of landscaped areas provided. 5. The operational characteristics of the service station are, including the hours of operation are consistent with Municipal Code requirements. Any major change in the operational characteristics would require and amendment to the Use Permit, which must be reviewed by the Planning Commission. 6. The design features of the service station including site design, architecture, landscaping and signage are generally consistent with the Service Station Design Guidelines. 7. The requested parking waiver of one space is acceptable as the expected parking demand will fall below that anticipated by the Zoning Code. This is based upon the conclusions of a parking demand survey carried out by studying parking demand at similar establishments in Orange County. The City Traffic Engineer has reviewed and accepts the conclusion of the parking demand study. The probable long -term occupancy of the building, based on its floor plan and fueling space layout, will not generate �3 Planning Commission Resolution No. Pace 3 of 13 additional parking demand. Finally, the ten fueling spaces will provide additional short term parking that will prove useful to patrons. 8. The sale of alcoholic beverages (beer and wine) for off -site consumption requiring this requiring this Use Permit, and the proposed conditions under which it would be operated or maintained, will not be detrimental to the public health, safety, peace, morals, comfort, or welfare of persons residing or working in or adjacent to the neighborhood of such use; and will not be detrimental to the properties or improvements in the vicinity or to the general welfare of the City for the following reasons: a. The convenience of the public can be served by the sale of desired beverages in conjunction with a convenience market. Beer and wine sales are typical and expected by the public in these types of service stationlconvenience market establishments. b. The number of alcohol licenses within the reporting district and adjacent reporting districts is not significantly high given the mix of commercial and residential land uses in the district. c. The project site is not located in close proximity to day care centers, schools or places of religious assembly. d. The sale of alcoholic beverages (beer and wine) for off -site consumption to be operated in a building that is designated and zoned for commercial activity. The use has been conditioned in such a manner to minimize the impacts associated with the sale of alcoholic beverages. The plans, as conditioned, meet the design and development standards for alcoholic beverage sales. e. The number of crimes in the reporting district is lower than the City average. This new beer and wine license will not likely increase crime. 9. The proposed use will comply with the provisions of the Zoning Code, unless so modified buy this Use Permit, including any specific condition required for the proposed use in the district in which it would be located. 10.The project qualifies for a Class 2 and Class 3 categorical exemption of CEQA for the replacement or reconstruction of an existing service station facility located on the subject property. Section 4. Based on the findings above, the Planning Commission hereby approves Use Permit No. 2003 -012 and Modification Permit No. 2003 -098 subject to the conditions of approval set forth in Exhibit "A." Section 5. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk or this action is called for review by the City Council in accordance with the provisions of Title 20, Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 23rd DAY OF OCTOBER 2003. am ED Earl McDaniel, Chairman Michael Toerge, Secretary Planning Commission Resolution No. Page 4 of 13 AYES: EXCUSED: NOES: ON Planning Commission Resolution No. Paae 5 of 13 EXHIBIT "A" CONDITIONS OF APPROVAL USE PERMIT NO. 2003-012 & MODIFICATION PERMIT NO. 2003 -098 Planning Department 1. The development shall be in substantial conformance with the approved site plan and building elevations dated October 10, 2003, floor plan dated February 23, 2003, canopy plan /elevations dated August 28, 2003, grading plan dated September 18, 2003, landscape plans dated 9/18103 and sign plans dated August 27, 2003. 2. Use Permit No. 2003 -0012 & Modification Permit No. 2003 -098 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. Any major change in operational characteristics, hours of operation, expansion in area, or substantial modification to the floor plan, shall require an amendment to this Use Permit or the processing of a new Use Permit. 4. This Use Permit may be reviewed, modified or revoked by the Planning Commission or City Council should they determine that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 5. Should this business be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current owner or leasing company. 6. The applicant is required to obtain all applicable permits from the City Building and Fire Departments. The construction plans must comply with the most recent, City - adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. Approval from the Orange County Health Department is required prior to the issuance of a building permit. 7. The project shall comply with State Disabled Access requirements, including handicapped parking requirements. 8. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this permit. 9. The establishment shall comply with all applicable Federal, State, County and City water quality regulations for the life of this Use Permit. A6 Planning Commission Resolution No. Paae 6 of 13 10.A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on -site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 11. The operator of the facility shall be responsible for the control of noise generated by the subject facility including, but not limited to, noise generated by patrons, food service operations, and mechanical equipment. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: 12. No outside paging system shall be utilized in conjunction with this establishment. 13. Hours of operation may be 24 hours per day, seven days a week. 14.All mechanical equipment including roof top mounted equipment shall be screened from view of adjacent properties and adjacent public streets. Also, the equipment shall be sound attenuated in accordance with Chapter 10.26 of the Newport Beach Municipal Code, Community Noise Control. 15. Prior to the issuance of building permits, the trash enclosure design shall be approved by the Planning Department. The trash enclosure shall be enclosed by three walls, a self closing, self latching gate and have a have a decorative, solid roof for aesthetic and screening purposes. The design of the enclosure shall be integrated with the design of the other on -site buildings and structures. 16. Prior to the issuance of building permits, the air /water dispenser design shall be approved by the Planning Department. The design of the dispenser housing shall be integrated with the design of the other on -site buildings and structures. 17. Prior to final of the building permits, the applicant shall prepare and submit a practical program for controlling litter, spills, and stains resulting from the use on the site and adjacent areas to the Planning Department for review. The building permit shall not be finaled and use cannot be implemented until that program is approved. The program shall include a detailed time frame for the policing and cleanup of the public sidewalk and right - of -way in front of the subject property as well as the adjacent public right -of -way (25 feet P Between the hours of TOOAM and 10:00PM Between the hours of 10:OOPM and TOOAM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 5OdBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA NIA 6OdBA 12. No outside paging system shall be utilized in conjunction with this establishment. 13. Hours of operation may be 24 hours per day, seven days a week. 14.All mechanical equipment including roof top mounted equipment shall be screened from view of adjacent properties and adjacent public streets. Also, the equipment shall be sound attenuated in accordance with Chapter 10.26 of the Newport Beach Municipal Code, Community Noise Control. 15. Prior to the issuance of building permits, the trash enclosure design shall be approved by the Planning Department. The trash enclosure shall be enclosed by three walls, a self closing, self latching gate and have a have a decorative, solid roof for aesthetic and screening purposes. The design of the enclosure shall be integrated with the design of the other on -site buildings and structures. 16. Prior to the issuance of building permits, the air /water dispenser design shall be approved by the Planning Department. The design of the dispenser housing shall be integrated with the design of the other on -site buildings and structures. 17. Prior to final of the building permits, the applicant shall prepare and submit a practical program for controlling litter, spills, and stains resulting from the use on the site and adjacent areas to the Planning Department for review. The building permit shall not be finaled and use cannot be implemented until that program is approved. The program shall include a detailed time frame for the policing and cleanup of the public sidewalk and right - of -way in front of the subject property as well as the adjacent public right -of -way (25 feet P Planning Commission Resolution No. _ Paae 7 of 13 north and south of the subject property) not just in front of the subject tenant space. Failure to comply with that program shall be considered a violation of the use permit and shall be subject to administrative remedy in accordance with Chapter 1.05 of the Newport Beach Municipal Code that includes issuance of a citation of violation and monetary fines. 18. Trash receptacles for patrons shall be conveniently located both inside and outside of the establishment, however, not located on or within any public property or right -of -way. 19. Customer seating and/or stand -up counter space shall be prohibited inside or outside the subject establishment. 20.All trash shall be stored within the building or within dumpsters stored in the trash enclosure. 21. Kitchen exhaust fans shall be installed in accordance with the Uniform Mechanical Code prior to the issuance of a Certificate of Occupancy for the subject business and approved by the Building Department. That issues with regard to the control of smoke and odor shall be directed to the South Coast Air Quality Management District. 22.A covered wash -out area for refuse containers and kitchen equipment with minimum useable area dimensions of 36- inches wide, 36- inches deep and 72- inches high, shall be provided. Also, the area shall drain directly into the sewer system, unless otherwise approved by the Building Director and Public Works Director (in conjunction with the approval of an alternative drainage plan). This covered washout area shall be located inside the facility. 23. Prior to the issuance of building permits, the applicant will work with the Planning and Traffic Engineer to ensure that the maximum number of code required trees are included in the development of the site while complying with vehicular sight distance regulation. 24.Prior to the issuance of a building permits, the applicant shall submit a landscape and irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought tolerant plantings and water efficient irrigation practices, and the plans shall be approved by the Planning Director and the General Services Department. All planting areas shall be provided with a permanent underground automatic sprinkler irrigation system of a design suitable for the type and arrangement of the plant materials selected. The irrigation system shall be adjustable based upon either a signal from a satellite or an on -site moisture - sensor. Planting areas adjacent to vehicular activity shall be protected by a continuous concrete curb or similar permanent barrier. Landscaping shall be located so as not to impede vehicular sight distance to the satisfaction of the Traffic Engineer. 25. Prior to the issuance of grading or building permits, the applicant shall submit plans for the review and approval by the Planning Department that incorporate the use of alternate paving materials or banding to break up expanses of pavement. The materials used shall be complimentary to the overall design and architecture of the site. 26.All landscape materials and landscaped areas shall be installed and maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in AY Planning Commission Resolution No. Paae 8 of 13 a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 27. Lighting shall be in compliance with applicable standards of the Zoning Code. Exterior on- site lighting shall be shielded and confined within site boundaries. No direct rays or glare are permitted to shine onto public streets or adjacent sites or create a public nuisance. "Walpak" type fixtures are not permitted. Parking area lighting shall have zero cut -off fixtures and light standards shall not exceed 20 feet in height. 28. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, if in the opinion of the Planning Director, the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources. The applicant shall prepare photometric study in conjunction with a final lighting plan for approval by the Planning Director prior to the issuance of a building permit. Prior to issuance of the certificate of occupancy or final of building permits, the applicant shall schedule an evening inspection by the Code Enforcement Division to confirm control of light and glare. The Planning Director may order the dimming of light sources or other remediation upon finding that the site is excessively illuminated. 29. Prior to issuance of the certificate of occupancy or final of building permits, the applicant shall schedule an evening inspection by the Code Enforcement Division to confirm control of light and glare specified in the previous condition of approval above. 30. The washing or waxing of vehicles is not permitted. 31. Vehicle service is limited to incidental, minor maintenance commonly conducted at service islands, such as dispensing of air and water, replacement of windshield wipers, fuses, and lamps, and replenishing motor vehicle fluids and lubricants. 32. The parking of vehicles and equipment for purposes of sale or rental is prohibited. 33. No vehicles shall be parked or stored in the public right -of -way. 34. Fuel delivery trucks shall not obstruct the public right of way during delivery or any other time. Fuel delivery trucks shall not access the site during peak traffic periods (8:00 AM to 10:00 AM and 4:00 PM to 6:00 PM) 35. Prior to the issuance of a grading or building permits, the applicant shall prepare a Water Quality Management Plan (WQMP) specifically identifying the Best Management Practices (BMP's) that will be used on site to control predictable pollutant runoff. The plan shall identify the types of structural and non - structural measures to be used. The plan shall comply with the Orange County Drainage Area Management Plan (DAMP). Particular attention should be addressed to the appendix section "Best Management Practices for New Development." The WQMP shall clearly show the locations of structural BMP's, and assignment of long term maintenance responsibilities (which shall also be Ir Planning Commission Resolution No. _ Paae 9 of 13 included in the Maintenance Agreement). The plan shall be prepared to the format shown in "Attachment C" of the DAMP title "Water Quality Management Plan Outline" and be subject to the approval of the Building Department. 36.The on -site storm drain system shall be privately maintained in accordance with the approved Water Quality Management Plan for the duration of the approved use. 37. Prior to initiation of any earthwork activities or issuances of any grading permit, the applicant shall submit a Storm Water Pollution Prevention Plan to the City for review and approval. The Storm Water Pollution Prevention Plan shall be maintained on -site throughout the construction phase and shall be made available to the public for review, upon request. 38. Prior to the issuance of a grading permit the applicant shall obtain a NPDES (National Pollution Discharge Elimination System) permit. The applicant shall incorporate storm water pollutant control into erosion control plans using Best Management Practices to the maximum extent possible. Evidence that proper clearances have been obtained through the State Water Resources Control Board (SWRCB) shall be given to the Building Department prior to issuance of a grading permits. 39. During the construction phase the project applicant shall exercise special care to prevent any offsite siltation. Project applicant shall properly maintain all temporary erosion and sediment control measures until the Building Department approves the removal of said measures. 40.Applicant shall ensure that all construction contractor and subcontractor personnel are made aware of the required best management practices and good housekeeping measures for the project site and any associated construction lay -down areas. No construction materials, debris, or waste shall be placed or stored where it may enter a storm drain or be subject to tidal erosion or dispersion. 41.All construction materials, wastes, grading or demolition debris, and stockpiles of soil, aggregates, soil amendments, etc. shall be properly covered, stored, and secured to prevent transport into coastal waters by wind, rain, or tracking. 42. Prior to the issuance of grading or building permits, the applicant shall submit written documentation from the Orange County Department of Environmental Health (CUPA) verifying that the project site is in compliance with all applicable Underground Storage Tank (UST) requirements, that the project site has passed any applicable UST site pollution testing and that the repair, maintenance and removal of any existing UST's is being performed in accordance with Orange County Department of Environmental Health (CUPA) regulations and policies. 43. Prior to the issuance of building permits for signs, the applicant shall submit revised sign plans depicting the following changes: • The pole sign (No. 1 on the plans) shall be modified to eliminate the panels that depict "Subway" and "ATM ". One additional 14 inch panel may be added ilu Planning Commission Resolution No. Paqe 10 of 13 directly above the fuel price signage, there is no restriction on what copy is placed in the two blank 14 inch panels. • The Point of Service signs (No. 6 on the plans) are not permitted and shall be removed from the sign plan. 44. Window signs visible on the exterior of the building are not permitted. Buildina Department 45. Prior to the final of building permits, the facility shall comply with the provisions of Chapter 14.30 of the Newport Beach Municipal Code for commercial kitchen grease disposal. A grease interceptor or other grease collection device shall be installed to the satisfaction of the Building Department. 46. Kitchen exhaust fans and vents shall be fitted with air scrubbers, catalytic converters or other devices to control smoke and odor. The best available technology shall be used. The equipment shall be designed and installed in accordance with the applicable codes subject to the approval and inspection of the Building Department. 47. The facility shall be designed to meet exiting and fire protection requirements as specified by the Uniform Building Code and shall be subject to review and approval by the Newport Beach Building Department and the Fire Department. 48.A geotechnical report will be required with the submittal of construction drawings for plan check. The project shall comply with the mitigation measures related to liquefaction contained in said report and the requirements of the Newport Beach Building Department. Fire Department 49. Motor vehicle fuel dispensing stations shall operate in accordance with Article 52 of the California Fire Code, 2001 Edition. 50.Canopies and supports over fuel dispensers shall be of non - combustible, fire retardant - treated materials of one -hour fire resistive construction (California Building Code 311- 2.3.2). 51. Approved numbers or addresses shall be placed on all new and existing buildings in such a position that is plainly visible and legible from the street or road fronting the property. Said numbers shall be of non - combustible materials, shall contrast with their background, and shall be either internally or externally illuminated to be visible at night. Numbers shall be no less than six inches in height with a one -inch stroke. 52.AII cooking equipment that has the potential to produce grease laden vapors shall be provided with a fire protection hood and fire suppression system to be reviewed and approved by the Fire Department. h` Planning Commission Resolution No. _ Paae 11 of 13 Public Works 53. Prior to the issuance of grading or building permits, the applicant shall obtain approval form Caltrans for the proposed driveway along East Coast Highway. 54.All improvements shall be constructed as required by Ordinance and the Public Works Department, including the following a. Removal of the existing curb and gutter, sidewalk, and driveway approaches along the entire East Coast Highway and Bayside Drive Frontages. b. Construction of new curb and gutter, sidewalk, ADA compliant driveway approaches, and ADA compliant access ramp at the East Coast Highway and Bayside Drive intersection. C. Relocation of the existing fire hydrant along Bayside Drive to be a minimum of five -feet clear of the top of driveway "x" so as to eliminate the need for protective pipe bollards. d. Relocation of the existing streetlight along East Coast Highway to be a minimum five feet clear of the top of the driveway "x'. e. Adjustment of the top of the existing electrical vault (owned by SCE) if necessary to accommodate the new driveway approach along East Coast Highway at the southeasterly corner of the site. f. Construct a new water service (minimum size of 2- inches) along the Bayside Drive frontage and abandon the existing water service and meter as required by the Utilities Department. 55. In accordance with the provisions of Chapter 13 of the Newport Beach Municipal Code or other applicable section or chapter, additional street trees shall be provided and existing street tress shall be protected in place during construction of the subject project, unless otherwise approved by the General Services Department and Public Works Department. 56.That arrangements be made with the Public Works Department in order to guarantee satisfactory completion of the public improvements, if it is desired to obtained a building permit prior to the completion of the public improvements. 57.That improvements along Bayside Drive and East Coast Highway frontages be constructed under an encroachment permit issued by the Public Works Department and the California Department of Transportation respectively. 58. Public Works Department plan check fees shall be paid. 59.Any Edison transformers serving the site shall be located outside the sight distance planes as described in City Standard 110 -L 5a. Planning Commission Resolution No. Paae 12 of 13 60. Disruption caused by construction work along roadways and by movement of construction vehicles shall be minimized by property use of traffic control equipment and flagmen. Traffic control and transportation of equipment and materials shall be conducted in accordance with state and local requirements. 61. The parking space adjacent to East Coast Highway (southeasterly corner of the site) shall be set back a minimum four -feet from the right -of -way line in accordance with City standard Plan No. 505 -L -A and 805 -L -B. 62. Prior to the final of building permits, the parking space in front of the trash enclosure and adjacent to the air and water pedestal (southwesterly corner of the site) shall be identified as a temporary space for short tem use only with striping and signage acceptable to the City Traffic Engineer. 63.A minimum 12 -inch wide X 12 -inch deep AC patchback shall be constructed along the length of all new concrete curb and gutter. Such patchback shall be constructed upon a minimum 6 -inch section of recompacted subgrade with a minimum 95% relative compaction. 64. Prior to the issuance of building permits, the final design of all on -site parking, vehicular circulation and pedestrian circulation shall be subject to the approval of the Traffic Engineer. The location, number as dimensions of the parking spaces shall be in substantial conformance the approved site plan dated July 1, 2002. 65. Prior to the issuance of building permits, the final landscaping plans shall be subject to the review and approval of the City Traffic Engineer to verify the plantings will not impede vehicular sight distance. 66. Prior to the issuance of building permits, Fair Share Traffic Fees shall be paid in accordance with Chapter 15.38 of the Newport Beach Municipal Code. 67. The intersection of the driveways with West Coast Highway shall be designed to provide sight distance for a primary roadway per City of Newport Beach Standard Drawing STD - 110 -L. Slopes, landscaping, walls, signs, and other obstructions shall be considered in the sight distance requirements. Landscaping within the sight lines (sight cone) shall not exceed 24- inches in height. The sight distance may be modified at non - critical locations, subject to approval of the Traffic Engineer. Utilities Department 68.A sewer clean out shall be installed at the property line in accordance with City of Newport Beach Standard 406 -L. Police Department 69.Alcohoiic beverage sale is limited to a Type 20 (Off -Sale Beer and Wine) ABC License only. 55 Planning Commission Resolution No. _ Paae 13 of 13 70.All owners, managers and employees selling alcoholic beverages shall undergo and successfully complete a certified training program in responsible methods and skills for selling alcoholic beverages. The certified program must meet the standards of the California Coordinating Council on Responsible Beverage Service or other certifying /licensing body, which the State may designate. The establishment shall comply with the requirements of this section within 180 days of the issuance of the certificate of occupancy. Records of each owner's, manager's and employee's successful completion of the required certified training program shall be maintained on the premises and shall be presented upon request by a representative of the City of Newport Beach. 71. No alcoholic Beverages shall be consumed on the subject property or any property adjacent to the licensed premises under the control of the license. 72.There shall be no exterior advertising or signs of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs, which are clearly visible to the exterior, shall constitute a violation of this condition. 73. The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lots(s) that reads as follows: NO LOITERING, NO LITTERING NO DRINKING OF ALCOHOLIC BEVERAGES VIOLATORS ARE SUBJECT TO ARREST The Sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. EXHIBIT NO. 2 Findings for Denial 35 FINDINGS FOR DENIAL USE PERMIT NO. 2003-012 & MODIFICATION PERMIT NO. 2003-098 1. The location, design and operational characteristics of the proposed project will be detrimental to the public health, safety, peace, morals, comfort, or welfare of persons residing or working in or adjacent to the neighborhood of such use; and will be detrimental to the properties or improvements in the vicinity or to the general welfare of the city for the following reasons: a. The project site is not of sufficient size to accommodate the number of fueling spaces and building area, as the proposed project would require a property in excess of 23,000 square feet and the subject property is only 18,138 square feet. b. The proposed project does not provide the minimum number of code required parking spaces which creates the potential for on -site and off -site vehicle conflicts. c. The proposed project includes an accessory structure that does not maintain the required setback. d. The proposed project does not provide the code required landscaping. e. The proposed signage does not comply with the service station signage development regulations. f. The introduction of a 24 hour service station /convenience store will introduce commercial activity during hours that are not customary to the area. 2. The proposed project is not consistent with the Service Station Design Guidelines as it relates to site design and signage. M EXHIBIT NO. 3 Justification and Correspondence from Applicant P D DOMAR Enterprises, Inc. 331 Holgate St. La Habra, CA 90631 9117103 Project Description and Code Review Notes Project: Demolition and rebuild of existing gas station Location: 301 E. Pacific Coast Highway, Newport Beach, CA Client: Newport Coast Development, LLC. Contact: Mansoor Vakilli Phone: 949 854 -3670 Development Project Manager: DOMAR Enterprises, Inc. Contact: Mark Rodriguez Phone: 562 884 -8916 Architect: Design Group Innovations Contact: Frank Gonzalez Phone: 626 974 -7912 Project Description: 1) Removal of all improvements except for the underground fuel storage tanks. • Existing tanks are located on the property nearest to the street intersection. These tanks are fully compliant with the latest California regulations. They are not planned to be removed and will be used to support the new fueling construction. • All curb and gutter with sidewalks will be removed, including all four existing drive cuts, and replaced except for the street comer radius that has an existing handicap ramp and is in good condition. 2) Reconstruct site with new fueling canopy and convenience store. • Construct building on rear property line basically centered on the lot to provide for parking adjacent. • Storefront entrance with grand entrance tower covering the entrance area to protect customers from rain and create a barrier between traffic and pedestrians entering and exiting the store. • Separate men's and women's ADA- compliant restrooms • Automatic sliding storefront entrance doors. • Construct new fueling canopy with five dispensers (10 fueling positions) positioned to comply with setback requirements and future dedications. • The two dispensers closest to the street comer will serve gas and diesel customers. • All underground and above - ground fueling systems will comply with the latest engineering standards applicable and environmental regulation laws. 3) Re -grade site to comply with local and CalTrans regulations for storm water and on -site drainage control. • Provide swale at drive cuts flowing to catch basins with fossil filters and curb drains. • Provide underground drains from building and fueling canopy to street curbs. 4) Landscape a minimum of 15% of the property • Keynote #2 on site plan shows an area for environmental remediation equipment. This equipment is temporary, and when removed, the area will be landscaped. DOMAR Enterprises, Inc. 331 Holgate St La Habra, CA 90631 PHONE/FAX: 562 694 -1494 0 5) Drive cuts will be re- created (one drive per street) to accommodate safe tanker access/egress and traffic flow into and exiting from the site. Architectural Design: This site is designed to reflect the architecture design requirements of Chevron Products Company Southwest Marketing while complying with the City of Newport Beach design and architectural guidelines. 1) Site Plan The triangle shape of the site is reflected in the shape of the building and in the parking adjacent to the building. These features address symmetry for PCH and Bayside Dr. views. The fueling canopy is aligned parallel to the face of the building. It is not centered to the face of the building due to construction setback differences between PCH and Bayside Dr. See notes # 31,32,33,34 for setbacks shown on the site plan. 2) Elevations Design features from the existing shopping center behind are reflected all around the building and fueling canopy. Towers at the building corners and at the entrance break up the roofline at different levels. Ledgestone veneer archways with trellis reflecting the ledgestone at the shopping center to the rear are used to articulate the sides and rear of the building. A variant with large tile at the rear center of the building creates a frame to the storefront tower. The faces and corners of the building articulate with bump -out features to break up large flat areas. The storefront trellis and grand entrance tower supports reflect the round concrete columns and wood trellis from the shopping center behind. The cornice and archway bullnose features are painted Zephyr Hill to continue the light color of the natural concrete columns at accent locations. As drivers proceed southward on PCH, they will see the tie -in to the Starbucks immediately behind the site on PCH. The grand entrance is designed with archway openings to break up the rectangularity and add an accent bullnose at the base of the arch. Spanish the roofing reflecting the shopping center is shown on the storefront grand entrance tower and fueling canopy. Fueling canopy columns are clad with stucco and tile to match the building storefront wainscot. Colors for the major surfaces are tied to Chevron marketing guidelines for Grand Entrance Buildings. Specifically these colors are Havana Cream and Zephyr Hill, which are close to the color range of the shopping center. The other colors shown for the architectural trellis and storefront window mullions are directly tied to the shopping center behind as seen at the Starbucks and other parts of the center. The fuel tank vent pipes will be screened with an architectural trellis to match the trellises at the sides and rear of the building on the street and site visibility sides. The same treatment will be applied to the rear (street side) of the Air/Water tower location. The trash enclosure will be finished with stucco and paint to match the store. 3) Landscaping Street corner bright spots will accent the intersection appeal and soften the presence of the ID/Pricing sign along with the other landscaped areas of the site. Accent flower /shrub pots are present at the end of each fueling island to soften the fueling area. 4) Lighting Flush mounted fueling canopy lighting is planned to comply with the city guidelines to protect from glare and light spillage to adjacent properties. Other lighting for the site will be planter and or wall mounted and shaded lighting so as not to add to glare or light spillage to adjacent properties while adequately and attractively lighting the building and customer walk areas. Key code reviews and variances: 1) Signage The sign plan reflects the needs for brand identification. The existing ID sign is on a pole with the brand ID and pricing separated. Per the city design guidelines for automobile service stations and washing, fuel price signs should be incorporated into DOMAR Enterprises, Inc. 331 Holgate St La Habra, CA 90631 PHONE/FAX: 562 694 -1494 3°� 2) 3) 4) the site ID sign. The sign plan reflects a site ID sign cabinet arrangement without a separation between the logo and pricing, keeping the total sign less obtrusive and more compact. The new sign cabinets proposed are approximately the some square footage as the existing. Although pole signs are not recommended in the guidelines, this site, being on a major state highway in a high -speed area and also on a downhill slope position with great distances from the sign to the oncoming traffic, creates a demand for elevated and significantly larger sign area. With the aforementioned issues in mind, there is a reasonable justification for a higher and larger sign at this intersection to properly address the traffic from a distance. It is our understanding that there is no code supporting the use of brand identification above each dispenser as shown on the spanner pump toppers over each dispenser. These spanner pump toppers are trademarked by Chevron; therefore we ask that the spanner logos be permitted in light of the fact that there is no code specifically not allowing this use. Other brands, e.g., SHELL, TEXACO, and UNOCAL 76, also use logos above their dispensers on dispenser valances or pump topper spanners. Preliminarily, staff has not made any objection to the other signage on the plan. Parking Per city code, 10.5 parking stalls are required based on 1/250sf of building space for the 2625sf. store. 9 STD parking spaces plus 1 HC accessible space is provided. 4 spaces at the street corner, 4 at the PCH side of the store and I +IHC at the Bayside Dr. side of the store. One space at the trash enclosure location is to be stripped and marked green as 20 minute "short term parking ". The trip generation report supports 9 total as required. It is therefore justified that the parking plan is adequate. 5' landscaping set -back dimensions The strip adjacent to the parking at the PCH side of the store is undersized to accommodate a full width parking space. We as for approval by planing commission for the use of this parking space in the landscaping setback. All other landscaping setbacks are provided per code. Drive cuts Drive cuts on PCH and Bayside Dr. have been dimensioned and positioned as necessary to create safe access and egress fuel tanker service, and reasonable automobile traffic circulation into and exiting from the site. The drive cut on PCH meets the CalTrans design guidelines for safe tanker access and egress using the Chevron STD truck turning radii AutoCAD templates. These cuts also assist management practices for tankers, by enabling tanker access and egress without crossing traffic lanes. Composed by: Mark Rodriguez Project manager for Newport Coast Development, LLC DOMAR Enterprises, INC. 562 884 -8916 PH 562 694 -1494 FX DOMAR Enterprises, Inc. 331 Holgate St La Habra, CA 90631 PHONE/FAX: 562 694 -1494 l DOMAR 8/4/03 City of Newport Beach Planning Department Attn: Greg Ramirez 3300 Newport Bl. Newport Beach, CA 92658 -8915 DOMAR Enterprises, Inc. 331 Holgate St. La Habra, CA 90631 RE: Evaluation of city code for analysis of lot size requirement After discussions with the property owner, I have prepared this commentary at their request. This is our analysis of the New Port Beach City code for minimum land area requirements 10.80.060c. Attached is a map and chart of other gas stations local to our proposed site. The purpose of this chart is to reveal the land area use of each site as relates to the code in question. All the sites do not comply with the code. We feel this code as written today, requires much more land than is required to design a safe, modern design gas and convenience market for the motoring pubic. The site as designed exhibits comfortable traffic flows, adequate parking and provides a liberal safe fuel delivery path and is very consistent with, other recently designed convenience store and gas businesses. This site also meets the Chevron Products Co. site design requirements. All the sites analyzed are out dated designs except for #5. #5 is a recently remodeled Chevron with liberal site circulation and parking and is a good example of a modern site design which is consistent with the very liberal site design guidelines of Chevron products Co. This site consists of a fueling canopy with 12 dispenser positions and a 2226 sf convenience store. A description of a competitive modern gas station includes gas and a convenience store retail facility with multiple profit center offerings to the public. The cost of the land in the beach cities areas coupled with the cost of redevelopment improvements dictates the need to maximize the retail offerings per land area in order to meet necessary economic hurdles for gas station redevelopment. The land values press the issue. All the existing sites in the Newport Beach map area that have not been redeveloped, would not be able to comply with this code if modern convenience design is applied to redevelopment and therefore will remain as is or eventually would be converted to some other non -gas station use. This means Newport Beach will eventually find itself without redeveloped gas stations if this code is not adjusted so redevelopment can occur with necessary economic hurdles met. Please note: Other property suitable for gas station use is not available in Newport Beach (Sea] Beach to Laguna Beach only 2 gas stations are available to southbound PCH traffic and no other sites available to redevelopment). And also those property values are so high in the area that this code can not be met with necessary economics. DOMAR Enterprises, Inc. 331 Holgate St La Habra, Ca 90631 PHONE/FAX: 562 694 -1494 L�` OCS. 15'2003 14:14 949 649 3229 ",N'8 PLANNING #9939 7.001/001 Page 20.80.5 Scrvfce Stations 20.80. M Design and Development Regulatiorts A. Aoalicability. The following design and developmentt regulations shall apply to any new service station and to any existing service station meeting any of the criteria specified in Section 20.80.020. I3. fin. All service station sites shall front on streets designated as major, primary or secondary on the City Master Plan of Streets and Highways unless the sites are part of or in conjunction with developments such as shopping centers in residential areas. C. Minimum Laid Area. The minimum land area for service.stations shall be 1,500 square feet of land area for each fueling apace, 1,000 square feet for each service bay of washing bay, and 3.33 square feet for each square foot of ,grass floor area used for reran and/or food and beverage sales. 17. Sgjbgacks. The following setbacks shall be maintained: Required Setback (Feet) Alw&�3nt Abutons Struceure Ltterisr a Street an Alley Service islands 20 20. 20 Caaoplex 5 5 5 Air and water dispensers 10 10 t0 Autmnobile washing, maimen2noo and repair is 30 30 Retail and office 0 i5 t0 E. Access. 1. Driveways shall be so designed and located as to ensure a safe and efficient movement of traffic on and oN the site to and £rom the lane of traffic nearest the curb. All driveways shall be located and constructed according to the City of Newport $each. Driveway Approach Policy. 2. Driveways for service stations which are developed as part of or in conjunction with adjacent uses shall be located as pan of the total circulation element of such adjacent uses. 3. On -site driveways all sbould be a minimum of 25 feet for two -way traffic or 18 feet for one -way circulation. .s ssc3+ss 41 a_ a F 0 m m x a m c a m N UE Q B 9 E F Pt - ffi¢ 8 F E.4 9z 'c$ m�F F @m L�5 a aw 0� E U'U o 9T, Gas Stations in Newport Beach and Comparative Land Use 10/15103 � ery a 0P J� a a�� vm cQ Proposed 1 1 18138 10 2625 23741 1.3 Existin 2 630 8 652 14171 2.1 Existin 3 3750 8 1800 17994 1.3 Existing 4 100 r167925 10 300 15999 1.8 Existing 5 12 2226 25413 1.4 Formula for Req'd Lot size: ( #Fueling Positions X 1500 sf.) +(Building sf. X 3.33)= Total Required Lot Size SF. Ikl EXHIBIT NO.4 Police Department Reports and Reporting District Map �5 a City of Newport Beach Police Department Memorandum May 8, 2003 TO: Gregg Ramirez, Staff Planner FROM: CSO Susan Seviane SUBJECT: Bayside Chevron UP2003 -012 Per your request, our office has examined the project request for Bayside Chevron, located at 301 E. Coast Hwy, Newport Beach. The applicant is requesting to demolish an existing gas station and construct a new gas station with six fuel dispensers and a mini -mart quick food outlet with a Type 20 (Off -Sale Beer and Wine). For police services information refer to the attached report by Crime Analyst Paul Salenko. Applicant History: Per Frank Gonzalez, project engineer, the new owner is Nick Nodoust who currently owns a Chevron Station in Santiago Canyon with a Type 20 license. Signs and Displays: Advised that any signs and displays will conform to city requirements. We recommend that the displays, shelving, etc. be positioned is such a way that the clerk can be seen from outside the building. Hours of Operation: 24 hours 7 days. Security: No recommendations from the Police Department. Emplovee Training: Require all owners, managers and employees serving and/or selling alcoholic beverages to undergo and successfully complete a certified training program in responsible methods and skills for serving and selling alcohol beverages. Additional Comments: Outside of these recommendations, the Police Department has no objections to the basic operations as described by the applicant and, upon approval of the CUP, will condition the ABC license as necessary to maintain the health, safety and welfare of the community. 44 Bayside Chevron UP2003 -012 May 8, 2003 In addition the Police Department believes the following conditions would be appropriate for the Use Permit: No alcoholic beverages shall be consumed on any property adjacent to the licensed premises under the control of the license. 2. For the purposes of this application, staff may also want to consider establishing conditions that would require a Special Event Permit. A Special Event Permit may be required for any event or promotional activity outside the normal operational characteristics of the proposed operation. For example, events likely to attract large crowds, or events for which an admission fee is charged, those that include any form of on -site media broadcast (live or taped for future broadcast), any event produced by third -party or contract promoters, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 3. There shall be no exterior advertising or signs of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs, which are clearly visible to the exterior, shall constitute a violation of this condition. 4. The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lot(s) that reads as follows: NO LOITERING, NO LITTERING NO DRINKING OF ALCOHOLIC BEVERAGES VIOLATORS ARE SUBJECT TO ARREST The sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. If you may have any questions, please do not hesitate to contact me at (949) 644 -3705. CSO Susan Seviane Vice and Intelligence Unit Al City Pa May 8, 2003 1 r` of Newport Beach lice Department Memorandum TO: Gregg Ramirez, Staff Planner FROM: Paul Salenko, Crime Analyst SUBJECT: Alcohol Related Statistics At your request, our office has reviewed police services data for the Bayside Chevron at 301 East Coast Hwy. This area encompasses our reporting district (RD) number 41 as well as part of Census Tract 630.05. This report reflects City of Newport Beach data for calendar year 2002, which is the most current data available. Calls for Service Information City wide there were 59,182 calls for police services during this time, of which 1,124 were in RD 41. A "call for service" is, any contact of the police department by a citizen which results in the dispatching of a unit or causes the contacted employee to take some sort of action, such as criminal investigations, alarm responses, traffic accidents, parking problems, and animal control calls, etc. Crime Information There were 7,057 crimes reported to the Newport Beach Police Department during this period. Of this total, 2,609 were Part One Crimes. Part One crimes are the eight most serious crimes (Homicide, forcible Rape, Robbery, Aggravated Assault, Burglary, Larceny - theft, Auto Theft and Arson) as defined by the FBI in the Uniform Crime Reports. The remaining 4,448 were Part Two crimes. The Part One crime rate for the entire city during this same period was 3,448.23 per 100,000 people. The national Part One crime rate was 4,160.5* per 100,000 people. Crimes RD 41 Newport Beach California* National* Part 1 69 2,609 1,346,557 11,849,006 Part 2 99 4,448 N/A N/A Part 1Crime Rate 3,727.71 3,448.23 3,902.9 4,160.5 The number of active ABC licenses in this RD is 9 ** Per capita ratio 1 license for every 206 residents. This reporting district had a total of 168 reported crimes as compared to a City wide reporting district average of 186 reported crimes. This reporting district is 18 crimes or 9.54% below the City wide reporting district average. This location is not within an area where the number of crimes is at least 75% higher than the average of all reporting districts in the City 0 as outlined in the City Council "K -7" policy. This location is within an RD that is over the Orange County per capita average of ABC licenses * *. Arrest Information There were 35 DUI arrests and 12 Plain Drunk arrests in this area during this same period as compared to 1,608 for the entire city. This RD amounts to 2.67 % of the DUI /Drunk arrests made in the entire City. According to a recent national study by the Department of Justice, more than 36% of adult offenders convicted of crimes in 1996 had been drinking at the time of their arrest. Arrests RD 41 Newport Beach California* National* (DUI/Drunk) 47 1,608 N/A N/A All Arrests 65 4,005 1,415,129 9,322,324 Additional Information The Alcoholic Beverage Outlets ordnance states that the Planning Commission shall consider the crime rate in the adjacent reporting districts. The two adjacent reporting districts you requested are RD 26 and RD 43. Crimes RD 26 RD 43 Part 1 108 45 Part 2 198 48 Crime Rate 4,073.93 4,221.39 Arrests (DUI/Drunk) 82 20 All Arrests 181 46 Calls For Service 2,089 1,020 Number of active ABC licenses 12 ** 7 ** Per capita ratiol license for every 126 ** 267 ** residents. Note: It is important to remember that when dealing with small numbers any change greatly affects any percentage changes. The population figure used for the Crime Rate was 75,645. *These numbers are from the 2001 Uniform Crime Reports, which is the most recent edition. * *The number of active ABC licenses is the total of all types of licenses known to the police department as of the date of this document. As of May 1, 2003 the Orange County average of active, retail ABC licenses was 1 license for every 592 residents. (4,805 licenses and a population of 2,846,289) If you are in need of any further assistance, please contact me at (949) 644 -3791. Paul Salenko Crime Analysis Unit Ac, %MI lip, Out lit EXHIBIT NO. 5 Trip Generation and Parking Demand Study �l TRIP GENERATION AND PARKING DEMAND STUDY FOR THE NEWPORT SERVICE STATION PROJECT September 2003 Prepared for: NEWPORT COAST DEVELOPMENT, LLC Prepared by: KAKU ASSOCIATES, INC. 1453 Third Street, Suite 400 Santa Monica, California 90401 (310) 458 -9916 Ref: 1642 s h TABLE OF CONTENTS I. Introduction ............................................................................ ............................... 1 Project Description ......................................................... ............................... 1 StudyScope .................................................................. ............................... 1 Organization of Report ................................................... ............................... 4 II. Trip Generation and Parking Surveys ........................................ ............................... 5 Selection of Survey Sites ............................................... ............................... 5 SurveyDesign ............................................................... ............................... 7 SurveyResults ............................................................... ............................... 10 III. Trip Generation Analysis ........................................................... ............................... 14 Derivation of Empirical Trip Generation Rates ............... ............................... 14 Project Trip Generation Analysis .................................... ............................... 15 IV. Parking Demand Analysis ......................................................... ............................... 23 Derivation of Empirical Peak Parking Demand Ratios ... ............................... 23 Project Parking Demand Analysis .................................. ............................... 25 V. Summary and Conclusions. ............. ........................................ ............................... 26 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Locations of Sample Survey Sites Parking Utilization Survey Sheets Manual Vehicle Count Survey Sheets Machine Vehicle Counts at Sample Site Driveways Machine Vehicle Counts on Adjacent Major Streets Vehicle Counts at Project Site LIST OF FIGURES NO. 1 Project Location ........................................................................ ............................... 2 2 Project Site Plan ........................................................................ ............................... 3 3 User Intercept Survey Form ...................................................... ............................... 8 4 Observed Number of Parked Vehicles at Survey Sites. ................. .............................. 11 LIST OF TABLES NO. 1 Characteristics of Potential Survey Locations ............................ ............................... 6 2 Survey Dates ............................................................................ ............................... 9 3 User Intercept Survey Sample Sizes ......................................... ............................... 9 4 User Intercept Survey Results ................................................... ............................... 12 5 Trip Generation Analysis, Site 1: 23891 Bridger Road, Lake Forest ......................... 16 6 Trip Generation Analysis, Site 2: 1198 West Ball Road, Anaheim ............................ 17 7 Trip Generation Analysis, Site 3: 17551 Red Hill Avenue, Irvine .............................. 18 8 Derivation of Average Empirical Trip Generation Rates ............ ............................... 19 9 Project Trip Generation Analysis ............................................... ............................... 20 10 Trip Generation Analysis — Existing Gas Station on Project Site .............................. 21 11 Derivation of Average Empirical Parking Demand Ratios .......... ............................... 24 12 Project Parking Demand Analysis ............................................. ............................... 24 �A I. INTRODUCTION This report documents the results of a study conducted by Kaku Associates, Inc. to assess the potential trip generation and parking demands of a combination service station /convenience store /quick service restaurant proposed for development at 301 Coast Highway in the City of Newport Beach. PROJECT DESCRIPTION The project site is located at the intersection of Coast Highway and Bayside Drive in the City of Newport Beach, as illustrated on Figure 1. The proposed project consists of development of a service station providing ten vehicle fueling positions and a 2,600 square -foot building containing a convenience market and a quick service restaurant. Ten marked parking stalls would be provided on -site (not counting the vehicle fueling positions). Vehicular access would be provided via one driveway on Coast Highway and one driveway on Bayside Drive. Figure 2 illustrates the proposed project site plan. The proposed project would replace an existing gas station presently in operation on the project site. The existing gas station provides eight vehicle fueling positions, accessed via two driveways on Coast Highway and two driveways on Bayside Drive. STUDY SCOPE The purpose of the study was to estimate the potential daily trip generation and peak parking demand of the proposed project. Service station /convenience store /quick service restaurant (QSR) combinations are a relatively new type of land use. Since trip generation and parking demand rates are not available from standard sources (e.g., the Institute of Transportation Engineers or the Urban Land Institute) for the service station /convenience store /QSR combination, a series of surveys were conducted at three similar sites in order to establish 1 � /h l lox" ,�F 4� chi a. . a ao {! / LLI Ao Mt 0 Z l 1 ! 0 nv O '% 4 Ali LLI m t LLJ 3 ° w AV 4°& a n ow m O` r Oa Hal -H Q t } a a Y ID °$ 3 O:`s d .1 4 3 r 1, roi{,�i �A�i� amnsc . a na / ' � duo wrai r W n $5 � > a o CO LP m ca b o, p OOT a dO Z O O W � 3 / id s LY '1 s �� ` ��0� w gw� O 1. SO C) C) �a J- NIA 11 R NO r a z= w z C1a 1VN915 < j '° ti ��08cyyN ons Ln (1ar�y�Arn 00 3-LydId Y I ■ �+i bfA�v co I n 2 z O Q W U � O � J LL W O rr a 0 ola% 'ol yI 4-kt E CV Li i Y V) CD empirical trip generation and parking demand rates. These empirically- derived rates were then applied to the proposed project to estimate its potential tripmaking and parking demand. The study approach and methodology was developed in consultation with staff of the City of Newport Beach. City staff was also consulted during the selection of the three sample survey sites. ORGANIZATION OF REPORT This report is divided into the following five chapters: • Chapter I consists of this introduction. • Chapter II describes the various trip generation and parking surveys that were conducted, including a discussion of the selection of the sample survey sites, a description of the survey design and methodology, and a brief presentation of the results. • Chapter III presents the project trip generation analysis, including derivation of the empirical daily trip generation rates based on the data collected at the survey sites and application of the empirical rates to the proposed project. • Chapter IV presents the project peak parking demand analysis, including derivation of the empirical peak parking demand ratios and application of the empirical ratios to the proposed project. • Chapter V summarizes the key conclusions of the study. Supporting worksheets and count sheets are included in the various appendices. 4 � 11. TRIP GENERATION AND PARKING SURVEYS This chapter describes the various trip generation and parking surveys that were conducted at the sample survey sites, including discussions of the methodology for selecting the sites, the types of surveys and counts conducted, and the methods and dates of the surveys. SELECTION OF SURVEY SITES Nine existing combination service station /convenience store(QSR sites were identified for possible consideration as sample survey sites in this study. Field visits were conducted to each of the nine, and characteristics such as number of fueling positions, number of parking spaces, presence of a carwash, presence of a QSR drive - through lane, and the nature of the access and parking scheme were observed. A critical issue from the perspective of conducting surveys was whether the access and parking scheme for the potential survey site is independent or is shared with any adjacent land uses. Presence of a carwash or drive - through lane was considered to render a site unsuitable for surveying since the proposed project would not contain either of these elements. Table 1 summarizes key characteristics for the nine prospective sample sites. Based on the results of the field review, three of the sites were considered to be most similar to the proposed project and most suitable for surveying. These sites are as follows: 1. Chevron & Subway 23891 Bridger Road at El Toro Road (at 1-5/El Toro Road interchange) Lake Forest 2. Texaco & Subway 1198 West Ball Road Anaheim (near Disneyland) 3. Mobil & Subway 17551 Red Hill Avenue at MacArthur Boulevard Irvine 5 /� N Z O H a U O J } W J �a J F- m Z F- F- O IL LL O U F 0' W F- U a x U 0 IZ O) Y @ Q C N v @ c Ol `m a d @ N 0 a [0 C d a 0 U o � O N a Gj 3 C O 3 N @ N N O � � � N c � C a a m @ @ 09 tL"' c � 3 C 'O o a O W= a � N d d N 01 O p Uj Y a d @ m d C j a a C O d @ yO N l0 N N a @ N y0] �47Q d O m U a Z I V w C d C C dT 3 E d O N > O N w 2 d C O. (` .> p C a Z t 0 0 y v W O y O d U O C U > > O Q U O U a U O C U E` W N d N d N d @ C a a m a d a a d a -a d y W L d C C MID O"C d a W y d Y d d W d d y Y 'C @ N O O d Y fn US f/1 d' 03 w L G @ d C N C N N N N N N @ 'oa '� } } } d } } } @� Q`d d Z a a m N Y O qim N N r i s � C C Y d d W d d d d d d W a L D7 �. d O d 0 O O N N m ~ N d O O U O C d W 1] d O N O O O U Y U T > T T T U) U) U U) cn (1) N @ O Z O Z O Z O Z O Z O Z O Z O Z O Z @ U c O d d C d d ao y U .� d >> N @ y y (0 m 0 aLLa° rn� oa d CO # e0 O N a C N C O` — — 0 O O C d> L O f^O V U U V j d d _ d C c .a m @ m L a Q C y d> Y W Q m Ir O W d C¢ V d C C = L Ol E Z C J d Q>1 CN x« C U C O O C ... C N H y0 N N LL @ W ? N�� N@ @,J NQ Q Q' �O] OW L d U UZ Q W m m"" �N W— �Oni < C— d m�LL Y_ m ^ _O Q C cc m m M U N Z ui C� 2 W GO N J m O m C IV (p C N N v U (n F 0 IZ O) Y @ Q C N v @ c Ol `m a d @ N 0 a [0 C d a 0 U o � O N a Gj 3 C O 3 N @ N N O � � � N c � C a a m @ @ 09 tL"' c � 3 C 'O o a O W= a � N d d N 01 O p Uj Y a d @ m d C j a a C O d @ yO N l0 N N a @ N y0] �47Q d O m U a Z I V Permission was obtained from the owners of each of the three sites to conduct surveys at the sites. Information was also collected from the owners regarding the floor area of the convenience store /QSR building at each site. The locations of the three sites are illustrated in Appendix A. SURVEY DESIGN Three types of surveys were conducted at each site: Parking Utilization Surveys - The number of parked vehicles (not including those at or waiting in line for vehicle fueling positions) was counted every half -hour throughout the day between 7 AM and 9 PM. The parking utilization surveys were conducted for one weekday at each site, the same day as the user surveys, manual vehicle counts, and one of the machine count days at the respective site. User Intercept Surveys - Patrons were interviewed by surveyors throughout the day between 7 AM and 9 PM. The user intercept surveys were conducted for one weekday at each site, the same day as the utilization surveys, manual vehicle counts, and one of the machine count days at the respective site. Figure 3 illustrates the survey questionnaire used by the surveyors as they administered the surveys, showing the three questions asked of each respondent. Manual Vehicle Counts - Vehicles entering /leaving the site were counted continuously throughout the day between 7 AM and 9 PM (tallied at 15 minute intervals). The vehicle counts were categorized by: (1) those patrons pumping gas only and paying at the. pump, versus (2) those patrons pumping gas and entering the convenience market/QSR building, versus (3) those patrons not pumping gas. The manual vehicle counts were conducted for one weekday at each site, the same day as the utilization surveys, user surveys, and one of the machine count days at the respective site. Machine Vehicle Counts - Traffic counting machines (i.e., hoses) were placed on each driveway serving the site, as well as on the major street adjacent to the site. The machine vehicle counts were conducted over multiple mid -week days at each site (Tuesday, Wednesday and Thursday at the Lake Forest and Anaheim sites, and Wednesday and Thursday at the Irvine site). Table 2 summarizes the dates the surveys were conducted at each site. k4A } W N CL CL W W H Z w W N m U 0 Q Y w m a p1 a `m o � a T � m m o � C O m U Z wJ h C O Y V L rn c 3 N C m v C �E Jo 9 3 N V w m s V w ° d 2 N C v a c U U 3 C m OI C_ V L V m m C O w CL O V 7 w z V E 4) 0 a Y L m H O LL } W M � W fA CL C7 W LL � W Z w W co z� R �n 3 3 � O m O T v 2� J 3 a T Z N t9p J 0 W N � d 3 C O L d o a y N E a N w � L T m � J �� O � a T m � L N m ° C z ; R N rp p, a m j N O � � T v r O .L. m E Y a v a a m v O m t Z c7 � r GI 7 `y L J � T � N N m J Q) m a ,L m � % 3 Y_ > N o « EO U J v m w V N w O m d J ° C Y ° y U 4 1 C % T � ° .p.. d E « v w m W o E O W 3 F N m U. p LO N m N O i L O a L C "0 - 3 L m W F c Q c y O ~C t 3 p n m O 3 L o o o 0 T V a 3 0 =� N M m C O w CL O V 7 w z V E 4) 0 a Y L m H O LL } W M � W fA CL C7 W LL � W Z w W co TABLE 2 SURVEY DATES TABLE 3 USER INTERCEPT SURVEY SAMPLE SIZES Parking Utilization User Intercept Manual Vehicle Machine Vehicle Intercept Surveys Surveys Surveys Counts Counts Survey Site 1 Da 1 Da 1 Da Multi le Days) Site 1 - Chevron /Subway, Tuesday, Tuesday, Tuesday, Tuesday - 23891 Bridger Road, 6/10/03 6110103 6/10/03 Thursday, Lake Forest 828 26% 1198 West Ball Road, 6/10 -12/03 Site 2 - Texaco /Subway, Wednesday, Wednesday, Wednesday, Tuesday - 1198 West Ball Road, 6/11103 6/11103 6111/03 Thursday, Anaheim 6/10 -12/03 Site 3 - Mobil /Subway, Thursday, Thursday, Thursday, Wednesday - 17551 Red Hill Avenue, 6112103 6/12/03 6112/03 Thursday, Irvine I 1 611 1 -1 210 3 TABLE 3 USER INTERCEPT SURVEY SAMPLE SIZES 9 U Total User Intercept Surveys Total Manual Survey Site Conducted Vehicle Count Sample Size Site 1 - Chevron /Subway, 261 796 33% 23891 Bridger Road, Lake Forest Site 2 - Texaco /Subway, 213 828 26% 1198 West Ball Road, Anaheim Site 3 - Mobil /Subway, 294 1,173 25% 17551 Red Hill Avenue, Irvine 9 U SURVEY RESULTS Detailed worksheets presenting the survey results for each of the three survey sites are included in Appendices A, B, and C to this report. Parking Utilization Surveys The number of parked vehicles observed at each site between 7 AM and 9 PM is detailed in Appendix B and summarized on Figure 4. As indicated, the number of parked vehicles was observed to vary between two and 11 vehicles at the Lake Forest site, between three and 10 vehicles at the Anaheim site, and between zero and 16 vehicles at the Irvine site. The highest observed demands tended to be in the middle of the day and early afternoon. Figure 4 shows that the number of vehicles parked during the midday peak period at the Irvine site (Site 3) was substantially higher than those at the other two sites (16 vehicles versus 10 to 11 vehicles). The Irvine survey site is located in close proximity to office and office park uses with a high concentration of employees, and the high midday peaks at this location may be related to nearby employees making a quick stop to buy lunch. Many of the customers during the lunchtime peak period at this site were observed to park for a short-term basis at the vehicle fueling positions, even though they were not purchasing gasoline. User Intercept Surveys A total of 261 interview surveys were conducted at the Lake Forest site, 213 at the Anaheim site, and 294 at the Irvine site. Table 3 summarizes the resultant sample sizes. As can be seen, the sample sizes ranged from 25% to 33% at the three sites. Table 4 summarizes the results of the user intercept surveys. As can be seen, 57% to 68% of the respondents (depending on site) indicated that they were purchasing gas only, 8% to 20% indicated that they were shopping at the convenience store only, and 4% to 5% indicated that they were buying food or drink at the Subway only. Most of the remainder were engaged in some combination of these activities. 10� § ) 22 2& 2�� b �w\ jto a. §� ■ m 0 ¥ �o . 01� �o �o 0. �o �o 00. 00. �o � � m ,. . : 0 ): + 2 :G. » ( •: �)! El z 0S � o ¥� & +� & on. ¥� & ±k @ 00. ¥On » � o , � = a f e = _ , a o 0 90101¥npMJBd @jeq _N „ G\ TABLE 4 USER INTERCEPT SURVEY RESULTS Question 1: Which of the following activities are you doing here today? (name all that apply) =Res Site 1 (Lake Forest) Site 2 (Anaheim) Site 3 (Irvine o Respondents °o Respondents #o Respondents °o Respondents o Respondents °o Respondents Gas only 177 67.8% 121 56.8% 193 65.6% Gas and Convenience 37 14.2% 25 11.7% 42 14.3% Gas, Convenience and Subway 1 0.4% 0 0.0% 4 1.4% Gas and Subway 10 3.8% 2 0.9% 10 3.4% Gas and other 2 0.8% 0 0.00/0 0 0.0% Convenience only 20 7.7% 42 19.7% 27 9.2% Convenience and Subway 1 0.4% 2 0.9% 0 0.0% Convenience and other 0 0.0% 1 0.5% 0 0.0% Subway only 11 4.2% 11 5.2% 12 4.1% Workin on site 2 0.8% 1 0.5% 1 0.3% Other' 0 0.0% 8 3.8% 1 5 1 17% otal 261 100.0% 213 100.0% 1 294 1 100.0% ` Note: Other included air, restroom, phone, and getting directions. Question 2: Did you get in your car for this trip only to come here to this gas station or Subway, or are you on your way to somewhere else? Response Site 1 Lake Forest) Site 2 (Anaheim = Site 2 (Anaheim) Site 3 (Irvine) Respondents Respondents Respondents I voat Respondents o °o Respondents Respondents Came here only 47 18.1% 43 20.2% 34 11.6% On way somewhere else 213 81.9% 170 79.8% 259 88.4% Total 260 1 100.0% 213 100.0% Z9-3----F- 93 100.0% Question 3: If you are on your way to somewhere else, would you have driven by this gas station anyway, or would you have been on another road but went out of your way to come here? Response Site f (Lake Forest) Site 2 (Anaheim Site 3 (Irvine o Respondents °o Respondents o Respondents 0 at Respondents #o Respondents °o Respondents Passin -b 131 n/a 148 83.6% 199 76.8% Went out of way to come here 92 41.3% 29 16.4% 60 23.2% Total 1 223 100.0% 177 100.0% 259 100.0% Combination of Questions 2 and 3 Response Site 1 Lake Forest Site 2 Anaheim Site 3 (Irvine O Respondents % Respondents #O Respondents °O Respondents O Respondents °O Respondents Came here only n/a 18.1% 1 n/a 20.2% n/a 11.6% 1 Passin -b n/a 48.1% 1 n/a 66.7% n/a 67.9% Went out of wa to come here I n/a 33.8% n/a 13.1% n/a 20.5% 11otal I n/a 100.0% n/a 100.0% n/a 100.0% 12 �'J." As shown in Table 4, only 12% to 20% of the respondents at the three sites indicated that the purpose of their trip was specifically to come to the site, with the remaining 80% to 88% indicating that they were on their way to somewhere else and stopped in. Of these, 59% to 84% indicated that they were driving by the site anyway, while 16% to 41 % indicated that they would have used another route but went out of their way to come to the site. Combining the results of these two answers, 48% to 68% of the respondents at the three sites indicated that they were not destined to the site, were on their way somewhere else, and would have traveled by the site in any event. Manual Vehicle Counts The manual vehicle counts conducted at each site between 7 AM and 9 PM are detailed in Appendix C. A total of 796 vehicles were observed to enter the Lake Forest site during the 14- hour period, while a total of 828 vehicles were observed to enter the Anaheim site and 1,173 vehicles were observed to enter the Irvine site. Machine Vehicle Counts The machine vehicle counts are detailed in Appendices D and E. The average daily volume of traffic on the adjacent major streets adjacent to each of the survey sites, averaged across the multiple days of machine counts at each, was approximately 52,773 vehicles per day (vpd) on El Toro Road adjacent to the Lake Forest site, 27,601 vpd on Ball Road adjacent to the Anaheim site, 39,435 vpd on Red Hill Avenue adjacent to the Irvine site, and 44,367 vpd on MacArthur Boulevard adjacent to the Irvine site. 13 �A III. TRIP GENERATION ANALYSIS This chapter first discusses the derivation of empirical trip generation rates based on the data collected at the three sample survey sites, and then applies the empirical rates to the proposed project in order to estimate the potential net new daily trips that may be generated by the project. DERIVATION OF EMPIRICAL TRIP GENERATION RATES The data collected at each of the three sample survey sites was analyzed to determine daily trip generation rates for each site. The methodology for conducting this analysis was as follows: Adiust the 24 -Hour Machine Driveway Counts — Machine counts conducted at driveways typically have a substantial error rate related to factors such as vehicles crossing the hoses at slow speed on sharp angles as they enter and exit the driveway. Therefore, in order to obtain an accurate estimate of daily trips currently generated at each of the three survey sites, the 24 -hour machine driveway counts were adjusted to correct this inherent error factor. The correction factor was determined by comparing the machine count over the 14 -hour 7 AM to 9 PM period to the manual counts conducted for the same period on the day the manual counts were conducted. The correction factor thus derived for each site was applied to the two or three days of 24 -hour machine counts conducted at each site to yield the adjusted daily entering and exiting volume totals for each site. • Compare the Adiusted Daily Driveway Volumes to Independent Variables — The adjusted daily driveway volumes were then compared to three independent variables for each site: number of vehicle fueling positions, building floor area, and average daily traffic (ADT) on the adjacent major streets. Daily trip generation rates were derived for each day at each site relative to each of these three independent variables. Develop Average Trip Generation Rates Across All Sites and Days — For two of the independent variables, vehicle fueling position and 1,000 ADT on adjacent street, a regression analysis was conducted to derive a logarithmic best fit curve to the eight observed data points (trips versus number of fueling position or trips versus 1,000 ADT for two or three days at each of the three sites). For trip generation per 1,000 square feet of building area, the daily trip generation rates derived for each day and each site were averaged across the two or three days of counts at all three sites. 14�j Tables 5, 6, and 7 present the count adjustment and trip generation rate derivation steps for each of the three sites, respectively. Averaging of the trip generation rates across all three sites and days is shown in Table 8. As can be seen, the average daily trip generation rates thus developed for the three independent variables are as follows: • Based on fueling positions: Daily trips = 959.33 Ln(x) - 83.752, where x = number of vehicle fueling positions • Based on building area: 822.1 daily trips per 1,000 square feet of building area • Based on ADT of adjacent streets: Daily trips = 448.98 Ln(x) + 459.26, where x = 1,000 ADT on adjacent major street(s) PROJECT TRIP GENERATION ANALYSIS Project- generated trips were then estimated using the daily trip generation rates derived above. Table 9 presents the results of this analysis. As indicated on Table 9, the project is estimated to generate between about 2,125 and 2,283 total driveway trips per day, depending on the independent variable used. However, a gas station is currently in operation on the project site. Existing daily trips generated by the existing gas station were manually counted on Tuesday, July 8, and 24 -hour machine counts were conducted on Wednesday and Thursday, August 27 and 28, 2003 (the count sheets are included in Appendix F). Due to inherent errors in machine counts of driveways, the machine counts were adjusted by applying a correction factor derived in a manner similar to that described previously for the three sample survey sites. Table 10 presents the count adjustment and existing daily trip estimation for the existing gas station based on these counts. As indicated on Table 10, it is estimated that the existing gas station on the project site generates an average daily total of approximately 1,792 trips. Thus, subtracting the existing daily trips from the project total, Table 9 shows that the project is estimated to generate a net increase of about 333 to 491 driveway trips per day, depending on the independent variable used. 15 D U) } J a z a N z wp J F- CO IX z Z W 0 CL _ r N W O LL W Y Q J 0 Q LU w m W W LLIM N H N N O LL N J T d 3 � a d dU) a yy m C O O M L p N LL O �_ � N m m Z R O d rn¢ C O j IL LL � 0 m OR u y> W w U C u b a ❑ d L m a� r cl m m M ap F r T � 01 V H n O 0 C! W F�� a r O) r � W M U T _T mm d C Co y A _ N r ry ? L W C W C OM1 N r 1 h p N O W 'W' N" N p > U T A$ C U y o U m N N n LQ O Q M c0 R j N -7 O {y 0 N m M '3 E E E E � 3 T T N C R R ¢ O C R d d LL _O C ❑ ❑ C 01 01 U l0 d m m j p U O lL m U L N w = d > C d U Q F+ C > 0 O 0 N (n Q U 3 + o_ o_ R O Q O O O O O W H F F _ -- M = N V O N ¢ ❑ ❑ ❑ IV C O U d O R c O L O O .=• > -a d d d LL ❑ z L K OI Q d C C R C W i 1 N ^d' w °' 1e L R C '5 3 O 0 h 2 W ¢ O O U v n m p O N vl d a a a 'o 'o o 'o °i M S S S U 0 ` R Q T T T m a v N v Q Q Q ti O ❑ ❑ JI OR u y> W w U C u b 2 W 2 fn Z Y Q J p Z Q a° �O 2 J W° -a m ;<-9 W 0 Z �Ill 0 ap CL a? N W F y m c Q T R � B m � 2m � r V O m y N N g LL � C W O tlJ a° m mo W LL LL O c `o m 17 N -w 0 m E c U ti my z°m° R R 3 j O R C R C M w C t� m N f0 Q F l6 N N N M r T D O C O (O O a N OOJ V O O C C 3 W C Ol N N N r Y' �= N U N R � � o E V v rr o ^ M O o rn N p> M V — M N OOi c N r N O V m � T T M C 0.-9 M N a N N N U E E E v T w T R N ¢ w = O Q' F N > > m d a° we c O c K rn 0 U U m m O W N m 3 O LL m U 6 W N Q U U u + o0 2 C U w o o 'o '° ° ° m F t= F `* N N V V N Q R ❑ R ❑ R ❑ C O U � W � � c ° t n ° W N c S N V R !J) Q o tr d N 01 N C d Q Q 'o 'o 'o '° t W R U T T T 4& 4°¢ 17 N -w 0 m E c U ti my z°m° W Z LLI _j :3 Z W Q Z < n W 0 J J — J G Q S rj° W W Z UJ V CL n K w r m Z Q >, — m 3 n � N 0 t'1 a b LL m N O (ll 0 [U 'b m a °Q wa � o ] LL LL O v 7 m b m � G w M C T M � b U P N L (p'1_ W� N M CJ C1 N V Q (O h C r v T @ m C M a ° C W O W y �0 c 2 m W Vc U a a E E > > cO to `, a in m T T d C p Q � a E a�j OI OI L c c C m � C C O _O a} L LL O O J O� m in Q E a # C U V N L � m @ C O O O O _O m N N N Q Q Q O— 0 C 'O U m c c > O F c V u a LL cl 00 o a d 0 0 m Q Q Q G LL N v y yy C C C O h w itl in m 6 6 6 y m u @ @ @ T T T V V V 4 In w N N `L Q Q Q Q Q F� O W m d E V Y m 'a 0 0 Z m a @ p m m L p n c a N �a 0 3 u F � O m Q b ami 3 N b Cry N U y @ L N O cn 0 b - b m a b m ma m E b O 0 V O_ @ t E p 3 � � N N p > 3 m o m o S m c � m L m t� n @ � E C b @ m m � c C m Q m = O b °m m � c O b C O > > m m 3 Ea o m = c w Y m c @ b @ c° 5 m C `p O b ✓v m M m O V 6 r L TABLE 8 DERIVATION OF AVERAGE EMPIRICAL TRIP GENERATION RATES Trip Generation Rate Per Fueling Position Logarithmic fitted equation: t = 959.33 ' Ln(x) - 83352 where: x = number of fueling positions t = two -way daily trips Trip Generation Rate Per 1,000 SF of Building Area Day DaulyTrips of ue ing Site Day Daily Trips I Positions Site 1 Tuesday 2,053 10 2,053 Wednesday 2,097 10 Wednesday Thursday 1,760 10 Site 2 Tuesday 2,238 8 800.0 Wednesday 2,216 8 5.50 Thursday 1,595 8 Site 3 Wednesday 2,579 16 Thursday Thursday 2,723 16 Logarithmic fitted equation: t = 959.33 ' Ln(x) - 83352 where: x = number of fueling positions t = two -way daily trips Trip Generation Rate Per 1,000 SF of Building Area Trip Generation Rate Per 1,000 ADT on Adjacent Major Street Site Day DaulyTrips SFof Daily rips e Site Day Daily Trips Building Area 1,000 SF Site 1 Tuesday 2,053 2.20 933.2 52.85 Wednesday 2,097 2.20 953.2 Thursday 1,760 2.20 800.0 Site 2 Tuesday 2,238 5.50 406.9 2,579 Wednesday 2,216 5.50 402.9 67.51 Thursday 1595 5.50 290.0 Site 3 Wednesday 2,579 1.90 1,357.4 Thursday 2,723 1.90 1,433.2 Avera a 822.1 Trip Generation Rate Per 1,000 ADT on Adjacent Major Street Site Day DaulyTrips Site 1 Tuesday 2,053 53.54 Wednesday 2,097 51.92 Thursday 1,760 52.85 Site 2 Tuesday 2,238 27.31 Wednesday 2,216 27.30 Thursda 1,595 28.19 Site 3 Wednesday 2,579 66.58 Thursdav 2,723 67.51 Logarithmic fitted equation: t = 448.98' Ln(x) + 459.26 where: x = adjacent street ADT (in thousands) t = two -way daily trips 19 11."1 U) J Z Q Z O w W J W m Z ¢ w F C9 CL _ U w i O d � N 6 N C O O .� t N v O Ca O Q J y N M N o O m Q N M N I� 7 ( N T p N 7 t6 H II Q Z) LL (n 6 O O N O O Q LL d V m N N o n co m O N d) V' O (D N r M (0 N O N of N T (9 O N C N E 0 .o Q o° 01 tT X c to N w J N O x LL O M u7 N M o O M N N M N 6� M O L U n M N r N _T N � 0) N O O_ T F0 m T ~ U1 Q 7 d (D d cu O T Q C Q CU 3 T c o a ❑ 3 E U Fc O 5 ❑ J .O ❑ .fl- O ❑ Q CL T T m m ❑ h T 75 "E S N >. m 3 N O o a❑ H X z N , d d Z N a w z a z 20 6� @ j I \k }§ k CL F- \ { § LLi 21 t ! :m §\ G - m r - {/ ( r \ } {{ f f f 7 / \ / / D \ { } \ : ] ƒ { \ 75 \ \ \ \ \ \ \ 4; 4 z a < 3 E - ( ) £ \ m > § / | ! / 2 ! 4 { ) ( ) k 2 \ \ 5 # } _ 21 t ! :m §\ Additionally, gas stations, convenience stores, and quick service restaurants attract a high level of pass -by traffic. Pass -by traffic is the phenomenon of motorists already traveling on the street(s) adjacent to a land use who are destined for another use but simply decide to patronize the given land use on their way. For the purposes of this analysis, data collected as part of the user intercept surveys conducted at the three sample sites was used to determine the rate of pass -by traffic. As shown in Table 4 and discussed in the previous chapter, only 12% to 20% of the respondents at the three sites indicated that the purpose of their trip was specifically to come to the site, 13% to 34% were on their way somewhere else and would have used another route but diverted to the site, and the remaining 48% to 68% were on their way to somewhere else and would have driven by the site anyway. Thus, an average of 61 % of the respondents at the three sites indicated that they were not destined to the site, were on their way somewhere else, and would have passed by the site in any event. As shown in Table 9, the net new project - generated trips to be added to the street system, after adjustment for pass -by trips, is estimated at about 133 to 196 net new trips per day. 22 /)(0' IV. PARKING DEMAND ANALYSIS This chapter first discusses the derivation of empirical peak parking demand ratios based on the data collected at the three sample survey sites, and then applies the average empirical ratio to the proposed project in order to estimate the potential peak parking demands that may be generated by the project. DERIVATION OF EMPIRICAL PEAK PARKING DEMAND RATIOS The data collected at each of the three sample survey sites was analyzed to determine peak parking demand ratios for each site. This analysis was conducted as follows: • Compare the Observed Peak Parking Demands to Independent Variable — The highest number of parked vehicles observed at one time was compared to building floor area for each site to derive an empirical peak parking demand ratio for each site. • Average the Peak Parking Demand Ratios Across Sites — The peak parking demand ratios thus derived for each site were averaged across the sites. As discussed in Chapter II, the Mobil /Subway at Red Hill Avenue and MacArthur Boulevard in Irvine (Site 3) has a short-term midday parking peak substantially higher than observed at the other two sites, likely related to its location in a high- density employment area unlike the area in which the proposed project is located. As such, its midday patronage and parking characteristics were considered to be dissimilar to the proposed project, and Sites 1 and 2 only (the Lake Forest and Anaheim sites) were therefore used in this analysis. Derivation of peak parking demand ratios for the three sites is presented in the parking utilization survey worksheets in Appendix B. Averaging of the peak parking demand ratios across the Lake Forest and Anaheim sites (Sites 1 and 2) is shown in Table 11. As can be seen, the average peak parking demand ratio thus developed is as follows: • 3.41 vehicles per 1,000 square feet of building area 23 1 r W J m LL.m LL t6 10 C i O °o `m Q cn a N c o ao v C m M a Em Z N O � Q O 0 w ❑ m Z N ILm Q M a 0 LLI M M ❑ E E N O (O m m c � c m v Ix f6 Q N Y Y a ma N � C r Y n- a a a U CL N N M R m o N N (D N �2 a in n N O z O LL t6 10 C i O °o E cn a N } m J a C Z o O � Q C Ul � 0 w ❑ C � Z E � Q a LLI W ❑ E E J a? m m c � c m v Ix f6 Q N Y Y a ma r Y n- a a a U CL N ) m o O �2 a in n 24 LL t6 C i O °o Ea c a N a m LL N m O W � O � w p M 0 w N - m O C C E E m m c � c gaa N Y Y O � � a a a PROJECT PARKING DEMAND ANALYSIS Peak project parking demands were then estimated using the parking demand ratio derived above. Table 12 presents the results of this analysis. As can be seen, the project is estimated to generate a peak demand for approximately nine parking spaces based on the average ratio from the sample sites. The project is proposing to provide ten parking stalls, one more than the peak demand thus projected. 25 /� 4 V. SUMMARY AND CONCLUSIONS This study was undertaken to estimate the potential daily trip generation and peak parking demands for the service station /convenience store /quick service restaurant project proposed for development at 301 Coast Highway in the City of Newport Beach. Key findings and conclusions of the study area summarized below: Proiect Description — The proposed project consists of development of a combination service stationiconvenience store /QSR with ten vehicle fueling positions, 2,600 square feet of building area, and ten parking spaces. The project would replace an existing operating gas station on the project site. • Trip Generation and Parking Demand Surveys — A series of counts and surveys were conducted at three existing service station /convenience store /QSR sites at the following locations: Site 1: Chevron & Subway, 23891 Bridger Road at El Toro Road, Lake Forest (at 1-5/El Toro Road interchange) Site 2: Texaco & Subway, 1198 West Ball Road, Anaheim (near Disneyland) Site 3: Mobil & Subway, 17551 Red Hill Avenue at MacArthur Boulevard, Irvine The data collected included parking utilization surveys, user intercept surveys, manual vehicle counts, and machine vehicle counts. Empirical Trip Generation Rates and Project Trip Generation Estimate — Based on analysis of the various surveys and counts at the three sample sites, daily trip generation rates were empirically derived for three independent variables: number of vehicle fueling positions, 1,000 square feet of building area, and 1,000 square feet of ADT on the adjacent major streets. Based on application of the empirical trip generation rates, it is estimated that the proposed project could generate an increase of approximately 133 to 196 net new daily trips on the street system. Empirical Parking Demand Ratio and Proiect Peak Parking Demand Estimate — Based on analysis of the various surveys and counts at the three sample sites, peak parking demand ratios were empirically derived based on 1,000 square feet of building area. Based on application of the empirical parking demand ratio to the proposed project, it is estimated that the proposed project could generate a peak demand for approximately nine parking spaces. 26 4 J APPENDIX A LOCATIONS OF SAMPLE SURVEY SITES y 6(•'; �'b� 1 \p�,d ..31 �� r ! Q� P� �;Q'�t IS J T^ � = ll�o `9 ✓ 4 � />d Wes= E�..; `�rT �%p ��o rte ` SS 73 1S.....M3Inq 4b,` LU � f ; / O ? ed' o: S 0 a % O �y� U' J;i1P c� p0 ¢ `L•jh a a i 23 2� � (. U_ Ly- WV r SEVIL q A° PI VE IOW xw q'' g o9z Ui a N i a w w tY. _ 1 ifvat�; 1 o Zi o j O GI /� ® 0 Y- ' ® o NIN do W 5I '� 7'i d P J s � N � % 1--1 51 SI Id E _ is 3a0IJ 1S3M g �® NEY LPN DR = `.aE� 1'` �` is', , MV-1 dV3 z w i \ ST o ao NMOINMOa w SA Q�P _. a o x z 5 • ��= 1 u5 , is � � Id 1310H N Avo ONb'lA3NSI0 ° 8 1S -- Q\ w, aoomxoa 6� m1 d' 3 ,�33vs o s 3 3:. g� �� ! � �� ALNUT ST 1 ' ` 1f1NltlM a3tiv3J I -" is '•` �� Qti`ti`%� ¢� 1 ¢ Ay 1 ---- — - VdOONVd --I �': s 3ldHW 1 w i ziniSWd a¢¢ I Q Q; o Z aId 01210d'_ Ad S-1 -. IH -.Add >{ o �i i J f ': 3 ASPEN ISA Zt MPN7AN I > r 1N33Y .(r O z I ¢ a 2 C) � � ° ' 1S � OH31SdNA1H 1S v' I tsy_a mew o °o f 3) `ems as an OV315dWdH — d�N V) is �rJTnalt9 _ cq --r- 1S = 31i OIIM 2ltlWlI9 I „Iz� ¢ ¢� �i ��_ '¢ �I =t is 9 LU U j W Q 3011M • m ° _! m i g I N, Aaav[ j Id SR ui i VANOS , a !� _ Id VAHOS U' i i J NI 1S vdvol S Q 3ANN S W -f-„ �..._ co a °o m B WIVd w11S J ¢ w ¢ V) [a0v atl I a ld z is vid 3 z rn _ N3O21V NI I is N3a2ftl� g 15 1 1S AM WIVd �- —� ¢ Va03 =! '1 J o Is ►oaw �I SANOa 4� ma � W UJ 00 �� I N oort °- � ! � - m oo�fi –' LL m Oft S EU LID T �, N � � w \ ✓ten„ � � -�. N F�j c� d °sir L 4, f r y J 517 L- '�, w r Cs9 U Lu l' c le \ e 2I c IJo \ u l cn ESL N SKY 1 `� � °�� PARK ' S W I'co E � /� ` j l r mzzl m <. d I �a +moo %�♦ i � i v Y 3 'r � •; � � ��` ,\ by �'S'j�I lzc s ��Ty� j LVE 3 VW �Id I i Y =•,z j LL �C0WA,y ■ nia3ewt ¢ g W \ .10 v 0 OI1S3CVN wi LO w S MIN ST a z ti W d rn U t aai a 0 0 J m y �� APPENDIX B PARKING UTILIZATION SURVEY SHEETS Kaku Associates, Inc. PARKING UTILIZATION SURVEY RESULTS Site 1: Brand: Survey Day & Date: Parking Inventory: Fueling Positions: Building Floor Area (SF): Adjacent Street ADT: Parkins Demand 7/14/2003 23891 Bddger Rd, Lake Forest Chevron & Subway Tuesday, 6/10103 12 10 2,200 53,544 -11 Time Number of Parked Vehicles [a] % of Stalls Utilized Parking Demand Ratio Per 1,000 SF of Building Area 7:00 AM 4 33% 1.82 7:30 AM 9 75% 4.09 8:00 AM 5 42% 2.27 8:30 AM 7 58% 3.18 9:00 AM 8 67% 3.64 9:30 AM 7 58% 3.18 10:00 AM 6 50% 2.73 10:30 AM 5 42% 2.27 11:00 AM 7 58% 3.18 11:30 AM 8 67% 3.64 12:00 noon 9 75% 4.09 12:30 PM 10 83% 4.55 1:00 PM 11 92% 5.00 1:30 PM 8 67% 3.64 2:00 PM 7 58% 3.18 2:30 PM 8 67% 3.64 3:00 PM 6 50% 2.73 3:30 PM 5 42% 2.27 4:00 PM 4 33% 1.82 4:30 PM 5 42% 2.27 5:00 PM 4 33% 1.82 5:30 PM 2 17% 0.91 6:00 PM 2 17% 1 0.91 6:30 PM 6 50% 2.73 7:00 PM 4 33% 1.82 7:30 PM 3 25% 1.36 8:00 PM 4 33% 1.82 8:30 PM 5 42% 2.27 9:00 PM 1 2 17% 0.91 Parking Supply Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. �U Par King Supply Kato Number of Parking % of Stalls Per 1,000 SF of Spaces Utilized Building Area 12 We 5.45 Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. �U Kaku Associates, Inc. PARKING UTILIZATION SURVEY RESULTS Site 2: 1198 W Ball Rd, Anaheim Brand: Texaco & Subway Survey Day & Date: Wednesday, 6/11103 Parking Inventory: 22 Fueling Positions: 8 Building Floor Area (SF): 5,500 Adjacent Street ADT: 27,303 Dni4inn f]nmanrt Time �� Number of Parked Vehicles [a] % of Stalls Utilized Parking Demand Ratio Per 1,000 SF of Building Area 7:00 AM 3 14% 0.55 7:30 AM 5 23 °/a 0.91 8:00 AM 4 18% 0.73 8:30 AM 6 27% 1.09 9:00 AM 4 18% 0.73 9:30 AM 7 32% 1.27 10:00 AM 6 27% 1.09 10:30 AM 8 36% 1.45 11:00 AM 7 32% 1.27 11:30 AM 6 27% 1.09 12:00 noon 7 32% 127 12:30 PM 9 41% 1.64 1:00 PM 6 27% 1.09 1:30 PM 10 45% 1.82 M 10 45% 1.82 M 7 32% 1.27 M t 10 45% 1.82 M 4 18% 0.73 M 3 14% 0.55 4:30 PM 5 23% 0.91 5:00 PM 9 41% 1.64 5:30 PM 7 32% 1.27 6:00 PM 7 32% 1.27 6:30 PM 8 36% 1.45 7:00 PM 6 27% 1.09 7:30 PM 10 4506 1.82 8:00 PM 6 27% 1.09 8:30 PM 6 27% 1.09 9:00 PM I 8 36% 1.45 Parking Supply Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. 7/14/2003 (�-1 Parking Supply Ratio Number of Parking % of Stalls Per 1,000 SF of Spaces Utilized Building Area 22 n/a 4.00 Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. 7/14/2003 (�-1 Kaku Associates, Inc. PARKING UTILIZATION SURVEY RESULTS Site 3: 17551 Red Hill Av, Irvine Brand: Mobil & Subway Survey Day & Date: Thursday, 6112103 Parking Inventory: 7 Fueling Positions: 16 Building Floor Area (SF): 1,900 Adjacent Street ADT: 43,404 Parking Demand Time Number of Parked Vehicles [a] % of Stalls Utilized [b] ar ong am Ratio Per 1,000 SF of Building Area 7:00 AM 5 71% 2.63 7:30 AM 4 57% 2.11 8:00 AM 5 71% 2.63 8:30 AM 4 57% 2.11 9:00 AM 6 86% 3.16 9:30 AM 8 114% 4.21 10:00 AM 6 86% 3.16 10:30 AM 5 71% 2.63 11:00 AM 6 86% 3.16 11:30 AM 12 171% 6.32 12:00 noon 15 214% 7.89 12:30 PM 16 229% 8.42 1:00 PM 16 229% 8.42 1:30 PM 11 157% 5.79 2:00 PM 6 86% 3.16 2:30 PM 7 100% 3.68 3:00 PM 5 71% 2.63 3:30 PM 4 57% 2.11 4:00 PM 4 57% 2.11 4:30 PM 2 29% 1.05 5:00 PM 10 143% 5.26 5:30 PM 3 43% 1.58 6:00 PM 5 71% 2.63 6:30 PM 4 57% 2.11 7:00 PM 4 57% 2.11 7:30 PM 3 43% 1.58 8:00 PM 3 43% 1.58 8:30 PM 0 0% 0.00 9:00 PM 0 0% 0.00 Parking Supply Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. b. Greater than 100% indicates parking in unmarked stalls or at gas pumps. 711412003 i> a ing upp y a to Number of Parking % of Stalls Per 1,000 SF of Spaces Utilized [b] Building Area 7 n/a 3.68 Notes: Denotes peak parking demand. a. Does not include vehicles waiting in line for gas pumps. b. Greater than 100% indicates parking in unmarked stalls or at gas pumps. 711412003 i> APPENDIX C MANUAL VEHICLE COUNT SURVEY SHEETS Kaku Associates, Inc. MANUAL VEHICLE COUNT Site 1: 23891 Bridger Rd, Lake Forest Brand: Chevron & Subway Day & Date: Tuesday, 6/10/03 7/10/2003 Start Time Pumped Gas Only (Pay at Pump) Pumpe Gas & Entered Building Parked in Stall, Did Not Pump Gas Delivery In & Out (No Business at Site) Air Only Other Total ( /15min) 7:00 AM 5 1 4 4 13 7:15 AM 6 7 13 7:30 AM 5 2 6 13 745 AM 4 5 5 14 8:00 AM 8 6 5 2 21 8:15AM 4 9 4 17 8:30 AM 7 7 3 17 8:45 AM 5 9 1 15 9:00 AM 5 3 2 10 9:15 AM 3 2 1 6 9:30 AM 6 5 2 13 945 AM 6 1 1 8 10:00 AM 6 4 3 13 10:15 AM 4 6 4 74 10:30 AM 5 6 2 13 10:45 AM 3 2 2 7 11:00 AM 5 6 2 13 11:15 AM 7 5 3 15 11:30 AM 6 3 8 17 11:45 AM 4 4 4 12 12:00 noon 10 3 3 16 12:15 PM 6 7 3 16 12:30 PM 7 3 5 2 17 12:45 PM 6 4 7 3 20 1:00 PM 8 4 4 1 16 1:15 PM 5 7 4 16 1:30 PM 5 5 3 1 14 1:45 PM 7 3 2 1 13 2:00 PM 7 3 4 14 2:15 PM 4 8 2 14 2:30 PM 6 2 1 9 2:45 PM 8 6 6 20 3:00 PM 12 9 3 24 3:15 PM 6 7 2 15 3:30 PM 6 7 5 1 19 3:45 PM 3 3 2 8 4:00 PM 4 10 6 20 4:15 PM 7 7 3 17 4:30 PM 5 8 5 18 4:45 PM 9 6 2 17 5:00 PM 4 7 3 14 515 PM 2 10 5 17 5:30 PM 7 3 1 1 11 5:45 PM 10 8 18 6:00 PM 9 6 4 1 20 6:15 PM 5 1 3 9 6:30 PM 9 5 2 16 6:45 PM 8 4 1 13 7:00 PM 5 5 1 11 7:15 PM 2 3 1 6 7:30 PM 6 5 11 7:45 PM 9 6 1 16 8:00 PM 6 5 3 14 8:15 PM 5 5 5 15 8:30 PM 7 4 11 8:45 PM 1 4 2 7 14 -Hour Total 330 287 T 167 1 2 2 7 796 Of Total 41 % 36% 1 21% 09/. 0% 0% Kaku Associates, Inc. MANUAL VEHICLE COUNT Site 2: 1198 W Ball Rd, Anaheim Brand: Texaco & Subway Day & Date: Wednesday, 6/11(03 7/10/2003 Pumped & Out (No Business at Site) Work Other Total (115 min) Start Time Gas Only (Pay at Pump) Pumped Gas & Entered Building Parked in Stall, Did Not Pump Gas In Delivery 7-0-0—AV-11 9 1 21 7:15 AM 6 10 16 7:30 AM 3 3 8 14 7:45 AM 4 5 11 20 8:00 AM 5 9 7 1 22 8:15AM 1 2 7 1 11 830 AM 4 4 5 13 845 AM 2 5 6 13 9:00 AM 5 6 7 18 9:1 —AM 1 3 6 10 9:30 AM 1 2 3 6 9:45AM 2 6 11 19 10:00 AM 2 7 5 14 10:15 AM 6 4 8 1 19 10:30AM 1 2 8 2 13 10:45 AM 4 8 7 19 11:00 AM 3 3 1 6 1 13 11:15 AM 2 6 1 5 13 11:3 AAM 3 5 8 11:45 AM 4 3 3 1 11 12:00 noon 6 5 13 1 25 12:15 PM 1 6 7 14 12:30 PM 1 3 13 17 12:45 PM 5 4 1 5 14 1:00 PM 2 6 7 1 16 1:15 PM 1 5 9 15 1:30 PM 1 4 14 19 1:45 PM 4 5 7 1 17 2:00 PM 1 6 10 17 2:15 PM 3 5 1 9 2:30 PM 4 5 8 17 245 PM 2 3 4 9 3:00 PM 2 1 6 t 10 3:15 PM 3 2 1 5 10 3:30 PM 6 2 5 13 3:45 PM 3 6 8 17 4:00 PM 3 5 7 15 4:15 PM 2 10 4 16 4:30 PM 7 6 7 i 1 22 4:45 PM 5 7 5 17 5:00 PM 4 2 5 11 5:15 PM 4 2 9 15 5:30 PM 4 2 10 16 5:45 PM 8 5 7 20 6:00 PM 6 2 2 10 6:15 PM 5 5 6 16 6:30 PM 2 4 10 16 645 PM 1 4 9 14 7:00 PM 5 2 10 17 115 7:15 PM 5 2 5 12 7:30 PM 4 0 7 11 7:45 PM 4 4 7 15 8:00 PM 2 3 10 8:15 PM 3 3 1 2 1 1 8 8:30 PM 2 6 1 7 15 8:45 PM 2 7 1 6 15 14 -H our Total 184 237 394 3 1 1 8 828 % of Total 22% 29% 48% 1% N 100% Kaku Associates, Inc. MANUAL VEHICLE COUNT Site 3: 17551 Red Hill Av, Irvine Brand: Mobil & Subway Day & Date: Thursday, 6112103 7/10/2003 Start Time Pumped Gas Only (Pay at Pump) Pumped Gas & Entered Building Parked in Stall, Did Not Pump Gas Delivery In & Out (No Business at Site) Air Only Directions Other Total (/15 Min) 7:00 AM 2 8 3 13 7:15 AM 7 10 5 22 7:30 AM 3 1 4 4 11 7:45 AM 7 1 6 19 32 8:00 AM 12 10 20 42 8:15 AM 4 4 14 22 8:30AM 3 3 6 12 8:45AM 4 2 4 10 9:00 AM 1 1 2 4 9:15 AM 1 5 2 & 9:30 AM 2 4 11 17 9:45 AM 5 3 4 3 15 10:00 AM 5 1 8 10 23 10:15 AM 5 1 5 15 1 1 27 10:30 AM 4 1 7 2 14 10:45 AM 5 2 8 1 16 11:00 AM 6 2 18 26 11:15 AM 3 1 18 22 11:30 AM 7 2 24 33 11:45 AM 8 5 19 2 34 12:00 noon 3 9 12 24 12:15 PM 4 5 20 1 30 12:30 PM 7 5 18 1 31 12:45 PM 6 5 18 4 33 1:00 PM 3 5 25 2 35 1:15 PM 10 5 18 33 1:30 PM 6 6 17 29 1:45 PM 7 3 12 22 2:00 PM 8 11 20 2 41 2:15 PM 15 5 10 3 33 2:30 PM 11 5 6 1 23 2:45 PM 11 3 7 21 3:00 PM 2 6 6 14 3:15 PM 10 4 5 1 20 3:30 PM 16 3 5 24 3:45 PM 16 4 5 1 26 4:00 PM 12 3 4 19 4:15 PM 12 3 3 18 4:30 PM 11 3 1 1 1 17 4:45 PM 8 6 8 1 23 5:00 PM 16 5 3 24 5:15 PM -13 1 7 3 23 5:30 PM 16 3 1 20 5:45 PM 12 4 3 19 6:00 PM 19 6 6 31 6:15 PM 13 5 1 1 19 6:30 PM 11 4 4 19 6:45 PM 6 6 1 13 7:00 PM 12 3 3 18 7:15 PM 9 6 6 21 7:30 PM 8 1 2 11 7:45 PM 1 4 1 6 8:00 PM 4 1 2 7 8:15 PM 4 4 0 1 9 8:30 PM 4 1 3 8 8:45 PM 4 0 2 6 14 -Hour Total 424 245 474 1 11 4 3 11 1,173 of Total 1 36% 21% 40% 1 0% 1 °k 0 °k 1 0% 1% 100% APPENDIX D MACHINE VEHICLE COUNTS AT SAMPLE SITE DRIVEWAYS Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Tuesday, June 10, 2003 City: Orange County Project #: 03- 0973 -004 Total Vol. 148 272 0 0 420 210 411 0 0 621 Daily Totals 358 683 0 0 1041 Location: Chevron / Subway Station & East Dwy. (Lake Foidot Ref #: AM Period NB SB EB _ WB PM Period NB SB EB _ WB _ 12:00 -12:15 1 1 12:0042:15 4 6 12:15 -12:30 0 0 12:15 -12:30 4 5 12:30 -12:45 0 1 12:30 -12:45 3 10 12:45 -1:00 2 3 2 4 7 12:45 -1:00 7 18 8 29 47 1:00 -1:15 0 1 1:00 -1:15 2 5 1:15 -1:30 0 0 1:15-1:30 7 9 1:30 -1:45 1 1 1:30 -1:45 5 9 1:45 -2:00 1 2 0 2 4 1:45 -2:00 3 17 9 32 49 2:00 -2:15 0 1 2:00 -2:15 4 7 2:15 -2:30 0 0 2:15 -2:30 4 7 2:30 -2:45 0 1 2:30 -2:45 5 13 2:45 -3:00 1 1 1 3 4 2:45 -3:00 9 22 14 41 63 3:00 -3:15 0 0 3:00 -3:15 9 18 3:15 -3:30 0 0 3:15 -3:30 5 9 3:30 -3:45 0 0 3:30 -3:45 6 9 3:454:00 1 1 0 0 1 3:454:00 4 24 6 42 66 4:00 -4:15 1 1 4:004:15 6 10 4:154:30 4 3 4:154:30 6 13 4:304;45 2 4 4:304:45 5 12 4:45 -5:00 2 9 4 12 21 4:45 -5:00 5 22 10 45 67 5:00 -5:15 5 7 5:00-5:15 3 7 5:15 -5:30 4 4 5:15 -5:30 6 11 530 -5:45 4 13 5:30 -5:45 4 11 5:45 -6:00 2 15 6 30 45 5:45 -6:00 8 21 12 41 62 6:00 -6:15 4 7 6:OOfi:15 5 13 6:15 -6:30 12 10 6:15 -6:30 3 10 6:30 -6:45 8 11 6:30 -6:45 4 8 6:45 -7:00 4 28 16 44 72 6:45 -7:00 5 17 8 39 56 7:00 -7:15 2 4 7:00-7:15 5 13 7:15 -7:30 3 12 7:15 -7:30 4 10 7:30 -7:45 4 7 7:30-7:45 3 7 7:45 -8:00 4 13 7 30 43 7:45 -8:00 2 14 9 39 53 8:00 -8:15 6 12 8:00 -8 :15 3 5 8:15 -8:30 9 14 8:15 -8:30 5 9 8:30-8:45 4 9 8:30.8:45 8 15 8:45 -9:00 3 22 9 44 66 8:45 -9:00 4 20 5 34 54 9:00 -9:15 5 12 9:00 -9:15 6 16 9:15 -9:30 3 5 9:15.9:30 4 9 9:30A:45 2 4 9:30 -9:45 3 7 9:45 -10:00 5 15 8 29 44 9:45 -10:00 4 17 8 40, 57 10:00 -10:15 3 6 10:00 -10:15 6 6 10:15 -10:30 4 9 10:15 -10:30 1 6 10:30 -10:45 4 9 10:30 -10:45 4 7 10:45 -11:00 3 14 10 34 48 10:45 -11:00 2 13 3 22 35 11:00 -11:15 8 13 11:00 -11:15 1 0 11:15-11:30 7 12 11:15 -11:30 1 4 11:30 -11:45 4 6 11:30 -11:45 2 3 11:45 -12:00 6 25 9 40 65 11:45 -12:00 1 5 0 7 12 Total Vol. 148 272 0 0 420 210 411 0 0 621 Daily Totals 358 683 0 0 1041 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Orange County Project #: 03- 0973 -004 Location: Chevron / Subway Station & East Dwy. (Lake FoF,de3ot Ref #: AM Period NB --S& _ EB WB PM Period NB SB EB WB 12:00 -12:15 0 3 12:00 -12:15 5 13 12:15 -12:30 1 1 12:15 -12:30 6 6 12:30 -12:45 4 3 12:30 -12:45 4 5 12:45 -1:00 0 5 0 7 12 12:45 -1:00 7 22 10 34 56 1:00 -1:15 0 1 1:00 -1:15 6 9 1:15 -1:30 0 2 1:15 -1:30 5 7 1:30 -1:45 0 0 1:30 -1:45 8 9 1:45 -2:00 1 1 2 5 6 1:45 -2:00 1 20 5 30 50 2:00 -2:15 0 1 2:00 -2:15 6 7 2:15 -2:30 1 1 2:15 -2:30 7 10 2:30 -2:45 5 2 2:30 -2:45 8 9 2:45 -3:00 4 10 2 6 16 2:45 -3:00 8 29 11 37 66 3:00 -3:15 4 1 3:00 -3:15 5 9 3:15 -3:30 0 2 3:15 -3:30 4 10 3:30.3:45 0 0 3:30 -3:45 4 8 3:454:00 1 5 t 4 9 3-45 -4.00 S 18 4 31 49 4:004:15 2 1 4:004:15 7 9 4:154:30 1 1 4:154:30 6 8 4:304:45 5 5 4:304:45 7 9 4:45 -5:00 2 10 4 11 21 4:45 -5:00 7 27 9 35 62 5:00 -5:15 1 7 5:00 -5:15 6 11 5:15 -5:30 5 6 5:15 -5:30 7 13 5:30 -5:45 11 12 5:30 -5:45 7 7 5:45 -6:00 6 23 8 33 56 5:45 -6:00 5 25 14 45 70 6:00 -6:15 6 12 6:00 -6:15 6 9 6:15 -6:30 5 8 6:15 -6:30 5 9 6:3":45 7 12 6:30 -6:45 11 30 6:45 -7:00 4 22 6 38 60 6:45 -7:00 12 34 14 42 76 7:00 -7:15 4 8 7:00 -7:15 5 12 7:15 -7:30 5 11 7:15 -7:30 5 11 7:30 -7:45 2 12 7:30 -7:45 6 11 7:45 -8:00 7 18 11 42 60 7:458:00 4 20 9 43 63 8:00 -8:15 6 10 8:00 -8:15 5 10 8:15 -8:30 5 11 8:158:30 8 9 8:30 -8:45 6 13 8:30 -8:45 5 6 8:45 -9:00 5 22 9 43 65 8:45 -9:00 5 23 9 34 57 9:00 -9:15 7 9 9:00 -9:15 1 6 9:15 -9:30 5 9 9:15-9:30 10 9 9:30 -9:45 8 13 9:30 -9:45 5 6 9:45 -10:00 1 21 5 36 57 9:45 -10:00 2 18 2 23 41 10:00.10:15 4 7 10:00 -10115 4 6 10:15 -10:30 2 9 10:1510:30 5 0 10:30 -10:45 10 14 10:30 -10:45 4 4 10:4511:00 4 20 9 39 59 10:4511:00 2 15 5 15 30 11:00 -11:15 5 9 11:00 -11:15 2 7 11:15 -11:30 5 10 11:15 -11:30 1 4 11:30 -11:45 2 9 11:30 -11:45 0 2 11:45 -12:00 5 17 9 37 54 11:45 -12:00 4 7 5 18 25 Total Vol. 174 301 0 0 475 258 387 0 0 645 Daily Totals 432 688 0 0 1120 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Orange County Project #: 03- 0973 -004 Total Vol- 134 282 0 0 416 226 306 0 0 532 Daily Totals 360 588 0 0 948 l'4 ik Location: Chevron / Subway Station & East Dwy. (Lake Foft Ref #: AM Period NB _ SB EB — _ WB_ PM Period NB SB _ _ _EB_ _ WB _ 12:00 -12:15 0 1 12:00-12:15 4 9 12:15 -12:30 1 0 12:15 -12:30 5 8 12:30 -12:45 2 0 12:30-12:45 3 5 12:45 -1:00 0 3 1 2 5 12:45-1:00 6 18 10 32 50 1:00 -1:15 1 0 1:00 -1:15 5 5 1:15 -1:30 0 0 1:15 -1:30 4 6 1:30 -1:45 0 0 1:30 -1:45 7 8 1:452:00 0 1 2 2 3 1145 -2:00 5 21 10 29 50 2:00 -2:15 1 3 2:00 -2:15 6 8 2:15 -2:30 2 1 2:15 -2:30 3 6 2:30 -2:45 3 0 2:30 -2:45 6 8 2:45 -3:00 2 8 0 4 12 2:45 -3:00 5 20 11 33 53 3:00 -3:15 2 2 3:00 -3:15 4 6 3:15 -3:30 0 3 3:15 -330 5 8 3:30 -3:45 1 4 3:30 -3:45 8 7 3:45 -0:00 2 5 1 10 15 3:45 -4:00 5 22 6 27 49 4:00 -0:15 0 2 4:00 -4:15 6 8 4:15 -0:30 3 2 4:154:30 3 11 4:30 -4:45 2 3 4:30 -4:45 4 9 4:45 -5:00 4 9 0 7 16 4:45 -5:00 5 18 8 36 54 5:00 -5:15 2 5 5:00 -5:15 6 11 5:15 -5:30 5 7 5:15 -5:30 7 5 5:30 -5:45 6 6 5:30 -5:45 8 6 5:456:00 4 17 8 26 43 5:45 -6:00 6 27 8 30 57 6:006:15 3 13 6:00-6:15 10 11 6:15 -6:30 5 35 6:15 -630 8 5 6:306:45 6 11 6:30-6:45 6 6 6:457:00 4 18 8 47 65 6:45 -7:00 5 29 8 30 59 7:00 -7:15 2 6 7:00 -7:15 4 10 . 7:15 -7:30 3 8 7:15 -7:30 3 8 7:30 -7:45 5 10 7:30 -7:45 2 7 7:45 -8:00 5 15 13 37 52 7:45 -8:00 2 11 6 31 42 8:00 -8:15 4 15 8:00 -8:15 2 5 8:15 -8:30 3 13 8:15 -8:30 5 4 8:30 -8:45 2 11 8:30 -8:45 6 5 8:459:00 5 14 10 49 63 8:45 -9:00 7 20 3 17 37 9:00 -9:15 6 11 9:00 -9:15 8 2 9:15 -9:30 4 8 9:15 -9:30 0 4 930 -9:45 2 7 930 -9:45 3 5 9:45 -10:00 3 15 5 31 46 9:4510:00 4 15 6 17 32 10:00 -10:15 2 6 10:00 -10:15 2 2 10:1510:30 4 8 10:15 -10:30 5 6 10:30 -10:45 5 11 10:30 -10:45 3 4 10:45 -11:00 3 14 8 33 47 10:45 -11:00 2 12 5 17 29 11:00 -11:15 2 6 11:00 -11:15 4 2 11:15 -11:30 4 8 11:15 -11:30 2 3 11:30 -11:45 5 30 11:30-11:45 3 0 11:45 -12:00 4 15 10 34 49 11:45 -12:00 4 13 2 7 20 Total Vol- 134 282 0 0 416 226 306 0 0 532 Daily Totals 360 588 0 0 948 l'4 ik Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Tuesday, June 10, 2003 City: Orange County Project #: 03 -0973 -005 Total Vol. 296 179 0 0 475 476 256 0 0 732 Daily Totals 772 435 0 0 1207 VI Location: Chevron / Subway Station & West Dwy. (Lake Foaim j Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 2 1 12:00 -12:15 13 4 12:15 -12:30 0 1 12:15 -12:30 20 5 12:30 -12:45 4 3 12:30 -12:45 17 6 12:45 -1:00 1 7 1 6 13 12:45 -1:00 12 62 6 21 83 1:00 -1:15 0 0 1:00 -1:15 12 8 1:15 -1:30 2 0 1:15 -1:30 12 8 1:30 -1:45 0 1 1:30 -1:45 11 5 1:45 -2:00 1 3 1 2 5 1:45 -2:00 12 47 4 25 72 2:00 -2:15 1 0 2:00 -2:15 8 9 2:15 -2:30 1 1 2:15 -2:30 14 6 2:30 -2:45 0 0 2:30 -2:45 12 5 2:45 -3:00 0 2 0 1 3 2:45 -3:00 22 56 13 33 89 3:00 -3:15 1 0 3:00 -3:15 13 7 3:15 -3:30 0 0 3:15 -3:30 15 5 3:30 -3:45 0 0 3:30 -3:45 9 5 3:454:00 1 2 1 1 3 3:45 -4:00 8 45 6 23 68 4:00 -4:15 2 1 4:004:15 15 6 4:154:30 1 3 4:15 -4:30 12 9 4:304:45 3 2 4:304:45 15 7 4:45 -5:00 6 12 4 10 22 4:45 -5:00 10 52 9 31 83 5:00 -5:15 6 4 5:00 -5:15 11 4 5:15 -5:30 6 3 5:15 -5:30 12 7 5:30 -5:45 8 7 5:30 -5:45 12 5 5:456:00 6 26 2 16 42 5:45 -6:00 13 48 6 22 70 6:00 -6:15 7 6 6:00 -6:15 13 8 6:15 -6:30 10 7 6:15 -6:30 9 4 6:30 -6:45 19 7 6:30 -6:45 8 4 6:45 -7:00 6 42 4 24 66 6:45 -7:00 15 45 12 28 73 7:00 -7:15 10 7 7:00 -7:15 9 6 7:15 -7:30 8 6 7:15 -7:30 5 5 7:30 -7:45 8 4 7:30 -7:45 8 4 7:45 -8:00 10 36 5 22 58 7:45 -8:00 7 29 3 18 47 8:00 -8:15 11 8 8:00 -8:15 9 5 8:15 -8:30 14 7 8:15 -8:30 6 4 8:30$:45 8 7 8:30 -8:45 7 4 8:45 -9:00 9 42 5 27 69 8:45 -9:00 13 35 6 19 54 9:00 -9:15 10 5 9:00 -9:15 10 9 9:15 -9:30 4 5 9:15 -9:30 9 4 9:30 -9:45 10 5 9:30 -9:45 6 4 9:45 -10:00 7 31 4 19 50 9:4510:00 4 29 3 20 49 10:00 -10:15 12 5 10:00 -10:15 6 5 10:15 -10:30 7 4 10:15 -10:30 10 5 10:30 -10:45 8 5 10:30 -10:45 2 1 10:45 -11:00 11 38 8 22 60 10:45 -11:00 2 20 1 12 32 11:00 -11:15 16 10 11:00 -11:15 2 1 11:15 -11:30 17 7 11:15 -11:30 3 2 11:30 -11:45 13 9 11:30 -11:45 1 1 11:45 -12:00 9 55 3 29 84 11:45 -12:00 2 8 0 4 12 Total Vol. 296 179 0 0 475 476 256 0 0 732 Daily Totals 772 435 0 0 1207 VI Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Orange County Project #: 03 -0973 -005 TOWI Vol. 299 182 0 0 481 421 274 0 0 695 Daily Totals 720 456 0 0 1176 "b" Location: Chevron / Subway Station & West Dwy. (Lake FcMi5tX Ref #: AM Period NB SB EB WB PM Period NB SIB EB WB 12:00 -12:15 0 0 12:00 -12:15 17 14 12:15 -12:30 3 1 12:15 -12:30 9 7 12:30 -12:45 2 1 12:30 -12:45 8 6 12:45 -1:00 1 6 0 2 8 12:45 -1:00 15 49 9 36 85 1:00 -1:15 0 0 1:00 -1:15 10 4 1:15 -1:30 1 0 1:15 -1:30 13 10 1:30 -1:45 2 0 1:30 -1:45 10 8 1:45 -2:00 1 4 0 0 4 1:45 -2:00 8 41 7 29 70 2:00 -2:15 2 0 2:00 -2:15 13 8 2:15.2:30 1 2 2:15 -2:30 10 4 2:30 -2:45 1 1 2:30 -2:45 8 6 2:453:00 1 5 1 4 9 2:45 -3:00 12 43 11 29 72 3:00-3:15 2 2 3:00 -3:15 8 5 3:15 -3:30 0 1 3:153:30 10 7 3:30 -3:45 1 1 3:30 -3:45 8 3 3:454:00 2 5 0 4 9 3:454:00 5 31 6 21 52 4:004:15 3 1 4:004:15 13 9 4:154:30 1 2 4:154:30 12 6 4:30 -4:45 5 1 4:304:45 8 6 4:45 -5:00 4 13 2 6 19 4:45 -5:00 14 47 7 28 75 5:00 -5:15 5 2 5:00 -5:15 12 4 5:15 -5:30 9 4 5:15 -5:30 8 6 5:30 -5:45 9 2 5:30 -5:45 15 8 5:456:00 10 33 7 15 48 5:45 -6:00 13 48 11 29 77 6:00 -6:15 8 7 6:00 -6:15 12 14 6:15 -6:30 8 2 6:15 -6:30 13 7 6:30 -6:45 10 3 6:30 -6:45 10 6 6:45 -7:00 8 34 6 18 52 6:45 -7:00 10 45 5 32 77 7:00 -7:15 5 8 7:00 -7:15 10 4 7:15 -7:30 9 5 7:15 -7:30 6 4 7:30 -7:45 11 8 7:30 -7:45 8 6 7:45 -8:00 13 38 5 26 64 7:45 -8:00 8 32 5 19 51 8:00 -8:15 8 9 8:00 -8:15 8 6 8:15 -8:30 11 4 8:15 -8:30 7 5 8:30 -8:45 11 6 8:30 -8:45 8 4 8:45 -9:00 12 42 7 26 68 8:45 -9:00 8 31 4 19 50 9:00 -9:15 11 4 9:00 -9:15 11 7 9:15 -9:30 8 6 9:15 -9:30 6 5 9:30 -9:45 5 7 9:30 -9:45 3 2 9:4510:00 6 30 4 21 51 9:45 -10:00 4 24 1 15 39 10:00 -10:15 9 7 10:00 -10:15 4 4 10:1510:30 11 8 10:15 -10:30 5 3 10:30 -10:45 12 7 10:30 -10:45 4 2 10:45 -11:00 11 43 9 31 74 10:45 -11:00 5 18 4 13 31 11:00 -11:15 9 8 11:00 -11:15 3 1 11:15 -11:30 13 11 11:15 -11:30 3 1 11:30 -11:45 12 4 11:30 -11:45 3 2 11:4512:00 12 46 6 29 75 11:45 -12:00 3 12 0 4 16 TOWI Vol. 299 182 0 0 481 421 274 0 0 695 Daily Totals 720 456 0 0 1176 "b" Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Orange County 1:00 -1:15 Project #: 03 -0973 -005 4 1:15 -1:30 0 Location: Chevron / Subway Station & West Dwy. (Lake FEbstil Ref #: AM Period NB 5B EB WB PM Period No 56 EB WB 12:00 -12:15 0 0 4 1:45 -2:00 12:00 -12:15 6 6 12:15 -12:30 1 1 12:15 -12:30 11 5 12:30 -12:45 2 0 12:30 -12:45 8 4 12:45 -1:00 0 3 0 1 2:45 -3:00 4 12:45 -1:00 6 31 3 18 49 1:00 -1:15 1 0 1:00 -1:15 5 4 1:15 -1:30 0 1 1:15 -1:30 11 5 1:30 -1:45 0 0 1:30 -1:45 13 2 1:45 -2:00 0 1 2 3 4 1:45 -2:00 10 39 3 14 53 2:00 -2:15 2 0 2:00 -2:15 11 6 2:15 -2:30 0 1 2:15 -2:30 12 4 2:30 -2:45 1 0 2:30 -2:45 10 5 2:45 -3:00 0 3 0 1 4 2:45 -3:00 8 41 3 18 59 3:00 -3:15 0 0 3:00 -3:15 9 2 3:15 -3:30 0 0 3:15 -3:30 11 6 3:30 -3:45 1 2 3:30 -3:45 10 8 3:454:00 0 1 0 2 3 3:45 -4:00 8 38 10 26 64 4:00 -0:15 2 3 4:00 -0:15 9 9 4:154:30 0 1 4:154:30 11 8 4:30-4:45 1 0 4:30 -4:45 13 7 4:45 -5:00 2 S 0 4 9 4:45 -5:00 In 43 5 29 72 5:00 -5:15 3 2 5:00 -5:15 8 6 5:15 -5:30 5 5 5:15 -5:30 6 3 5:30 -5:45 6 3 5:30 -5:45 5 5 5:45 -6:00 6 20 5 15 35 5:45 -6:00 7 26 4 18 44 6:00 -6:15 7 6 6:00 -6:15 8 5 6:15 -6:30 8 8 6:15 -6:30 6 6 6:30 -6:45 10 7 6:30 -6:45 5 8 6:45 -7:00 8 33 7 28 61 6:45 -7:00 4 23 7 26 49 7:00 -7:15 9 6 7:00 -7:15 6 6 7:15 -7:30 6 4 7:15 -7:30 7 5 7:30 -7:45 10 5 7 :30 -7:45 8 10 7:45 -8:00 8 33 8 23 56 7:45 -8:00 9 30 8 29 59 8:00 -8:15 6 7 8:00 -8:15 8 7 8 :15 -8130 5 6 8:15 -8:30 9 6 8:30 -8:45 11 5 8:30 -8:45 10 4 8:45 -9:00 8 30 8 26 56 8:45 -9:00 8 35 5 22 57 9:00 -9:15 6 7 9:00 -9:15 6 2 9:15 -9:30 5 6 9:15-9:30 5 3 9:30 -9:45 4 5 9:30 -9:45 7 1 9:45 -10:00 6 21 8 26 47 9:45 -10:00 5 23 0 6 29 10:00 -10:15 10 7 10:00 -10:15 6 0 10:15 -10:30 8 6 10:15 -10:30 3 0 10:30 -10:45 11 4 10:30 -10:45 5 0 10:45 -11:00 8 37 2 19 56 10:45 -11:00 2 16 2 2 18 11:00 -11:15 15 3 11:00 -11:15 4 4 11:15 -11:30 13 4 11:15 -11:30 2 5 11:30 -11:45 10 6 11:30 -11:45 3 3 11:45 -12:00 8 46 5 18 64 11:45 -12:00 4 13 2 14 27 Total Vol. 233 166 0 0 399 358 222 0 0 580 Daily Totals 591 388 0 0 979 CO Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Tuesday, June 10, 2003 City: Orange County Project #: 03- 0973 -001 Total Vol. 232 167 0 0 399 294 307 0 0 601 Daily Totals 526 474 0 0 1000 Location: Shell ( Subway Station & North Dwy. (Anaheim) Client Ref #: AM Period NB SB EB )ND PM Period NB SIB EB WB 12:00 -12:15 0 1 12:00 -12:15 2 _ 4 12:15 -12:30 1 0 12:15 -12:30 6 11 12:30 -12:45 0 2 12:30 -12:45 6 8 12:45 -1:00 2 3 2 5 8 12:45 -1:00 9 23 11 34 57 1:00 -1:15 0 0 1:00 -1:15 6 4 1:15 -130 9 0 1:15 -1:30 6 8 1:30 -1:45 2 3 1:30 -1:45 4 6 1:45 -2:00 1 3 1 4 7 1:45 -2:00 4 20 4 22 42 2:00 -2:15 0 2 2:00 -2:15 7 6 2:15 -2:30 0 0 2:15 -2:30 9 5 230-2:45 1 3 2:30 -2:45 9 9 2:45 -3:00 0 1 1 6 7 2:45 -3:00 9 34 6 26 60 3:00 -3:15 0 0 3:00 -3:15 4 4 3:15 -3:30 0 0 3:15 -3:30 4 3 3:30 -3:45 0 0 3:30 -3:45 7 6 3:454:00 0 0 0 0 3:45 -4:00 9 24 15 28 52 4:004:15 0 1 4:00 -4:15 9 11 4:154:30 2 0 4:154:30 13 9 4:30 -4:45 2 2 4:304:45 8 8 4:45 -5:00 0 4 0 3 7 4:45 -5:00 6 36 6 34 70 5:00 -5:15 4 3 5:00 -5:15 12 9 5:15 -5:30 4 4 5:15 -5:30 7 7 5:30 -5:45 4 5 530 -5:45 13 14 5:45 -6:00 6 18 4 16, 34 5:45 -6:00 11 43 8 38 81 6:00 -6:15 7 4 6:00 -6:15 2 6 6:15 -6:30 19 a 6:15 -630 7 10 6:30 -6:45 6 4 6:30 -6:45 8 11 6:45 -7:00 8 31 4 20 51 6:45 -7:00 3 20 5 32 52 7:00 -7:15 9 3 7:00 -7:15 8 5 7:15 -7:30 10 5 7:15 -7:30 6 4 7:30 -7:45 10 6 7:30 -7:45 a 5 7:45 -8:00 11 40 8 22 62 7:45 -8:00 4 26 8 22 48 8:00 -8:15 11 7 8:00 -8:15 6 8 8:15 -8:30 7 4 8:15 -8:30 7 2 8:30 -8:45 12 4 8:30 -8:45 4 4 8:45 -9:00 10 40 6 21 61 8:45 -9•M 7 24 12 26 50 9:00 -9:15 9 4 9:00 -9:15 8 4 9:15 -9:30 7 8 9:15 -9:30 3 7 9:30 -9:45 8 2 9:30 -9:45 3 4 9:45 -10:00 11 35 5 19 54 9:45 -10:00 6 20 2 17 37 10:00-10:15 4 7 10:00 -10:15 3 6 10:15 -10:30 8 4 10:15 -10:30 3 4 10:30 -10:45 4 5 10:30 -10:45 6 3 10:45 -11:00 9 25 9 25 50 10:45 -11:00 3 15 4 17 32 11:00 -11:15 7 8 11:00 -11:15 4 4 11:15 -11:30 8 6 11:15 -11:30 1 3 11:30 -11:45 10 8 11:30 -11:45 2 2 11:45 -12:00 7 32 4 26 58 11:45 -12:00 2 9 2 11 20 Total Vol. 232 167 0 0 399 294 307 0 0 601 Daily Totals 526 474 0 0 1000 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes far: Wednesday, June 11, 2003 CO: Orange County Project #: 03- 0973 -001 1:00 -1:15 2 1 Location: Shell / Subway Station & North Dwy. (Anaheim) Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 3 3 12:00 -12:15 8 8 12:15 -12:30 1 4 12:15 -12:30 10 10 12:30 -12:45 1 1 12:30 -12:45 6 7 12:45 -1:00 1 6 2 10 16 12:45 -1:00 4 28 3 28 56 1:00 -1:15 2 1 1:00 -115 5 6 1:15 -1:30 0 0 1:15 -1:30 8 9 1:30 -1:45 0 2 1:30 -1:45 5 7 1:45 -2:00 0 2 0 3 5 1:45 -2:00 8 26 8 30 56 2:00 -2:15 0 0 2:00 -2:15 5 4 2:15 -2:30 0 1 2:15 -2:30 6 5 2:30 -2:45 1 1 230 -2:45 6 4 2:45 -3:00 1 2 0 2 4 2:45 -3:00 13 30 9 22 52 3:00 -3:15 0 0 3:00 -3:15 5 5 3:15 -3:30 1 1 3:15 -3:30 10 5 3:30 -3:45 0 0 3:30 -3:45 9 8 3:454:00 0 1 0 1 2 3:454:00 12 36 7 25 61 4:00 -4:15 0 1 4:00 -4:15 12 13 4:15 -4:30 5 3 4:154:30 7 8 4:30 -4:45 2 2 4:304:45 13 12 4:45 -5:00 2 9 2 8 17 4:45 -5:00 10 42 15 48 90 5:00 -5:15 4 4 5:00 -5:15 6 7 5:15 -5:30 3 4 5:15 -5:30 10 9 5:30 -5:45 2 3 5:30 -5:45 13 10 5:45 -6:00 8 17 7 18 35 5:45 -6:00 7 36 9 35 71 6:00 -6:15 6 7 6:00 -6:15 9 12 6:15-6:30 10 5 6:15-6:30 9 5 6:30 -6:45 9 7 6:30 -6:45 8 8 6:45 -7:00 8 33 5 24 57 6:45 -7:00 5 31 3 28 59 7:00 -7:15 10 14 7:00 -7:15 7 5 7:15 -7:30 4 7 7:15 -7:30 7 7 7:30 -7:45 8 6 7:30 -7:45 4 5 7:45 -8:00 8 30 5 32 62 7:45 -8:00 5 23 7 24 47 8:00 -8:15 13 12 8:00 -8:15 4 3 8:15 -8:30 5 4 8:15 -8:30 10 6 8:30 -8:45 5 8 8:30 -8:45 8 6 8:45 -9:00 6 29 4 28 57 8:45 -9:00 8 30 4 19 49 9:00 -9:15 6 3 9:00 -9:15 6 6 9:15 -9:30 5 4 9:15 -9:30 8 7 930 -9:45 4 5 9:30 -9:45 4 8 9:45 -10:00 7 22 4 16 38 9:45 -10:00 6 24 6 27 51 10:00 -10:15 7 4 10:00 -10:15 7 5 10:15 -10:30 8 6 10:15 -10:30 5 7 10:30 -10:45 7 11 10:30 -10:45 7 4 10:45 -11:00 6 28 8 29 57 10:45 -11:00 2 21 2 18 39 11:00 -11:15 3 4 11:00 -11:15 4 5 11:15 -11:30 4 4 11:15 -11:30 4 4 11:30 -11:45 3 4 11:30 -11:45 1 2 11:45 -12:00 7 17 7 19 36 11:45 -12:00 3 12 1 12 24 Total Vol. 196 190 0 0 386 339 316 0 0 655 Daily Totals 535 506 0 0 1041 )c\ Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Orange County Project #: 03 -0973 -001 Total Vol. 168 150 0 0 318 226 234 0 0 460 Daily Totals 394 384 0 0 778 Location: Shell / Subway Station & North Dwy. (Anaheim) Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 0 1 12:00 -12:15 2 4 12:15 -12:30 1 2 12:15 -12:30 5 7 12:30 -12:45 0 3 12:30 -12:45 5 6 12:45 -1:00 2 3 1 7 10 12:45 -1:00 8 20 9 26 46 1:00 -1:15 0 0 1:00 -1:15 5 4 1:15 -1:30 0 3 1:15 -1:30 5 4 1:30 -1:45 0 2 1:30 -1:45 3 6 1:45 -2:00 1 1 0 5 6 1:45 -2:00 5 18 6 20 38 2:00 -2:15 0 0 2:00 -2:15 2 4 2:15 -2:30 0 1 2:15 -2:30 5 4 2:30 -2:45 0 2 2:30 -2:45 8 3 2:45 -3:00 0 0 1 4 4 2:45 -3:00 9 24 4 15 39 3:00 -3:15 2 3 3:00 -3:15 5 4 3:15 -3:30 0 2 3:15 -3:30 5 4 3:30 -3:45 0 0 3:30 -3:45 8 6 3:454:00 0 2 2 7 9 3:454:00 5 23 9 23 46 4:00 -4:15 0 1 4:004:15 30 7 4:15-4:30 1 0 4:154:30 5 6 4:304:45 0 0 4:304:45 5 8 4:45 -5:00 1 2 2 3 5 4:45 -5:00 5 25 9 30 55 5:00 -5:15 0 4 5:00 -5:15 8 8 5:15 -5:30 0 4 5:15 -530 5 7 5:30 -5:45 1 2 5:30 -5:45 13 6 5:45 -6:00 2 3 3 13 16 5:45 -6:00 10 36 5 26 62 6:00 -6:15 5 4 6:00 -6:15 5 5 6:15 -6:30 8 4 6:15 -6:30 3 4 6:30 -6:45 9 4 6:30-6:45 2 4 6:45 -7:00 5 27 4 16 43 6:45 -7:00 5 15 2 15 30 7:00 -7:15 8 3 7:00 -7:15 2 3 7:15 -7:30 13 . 4 7:15 -7:30 5 4 7:30 -7:45 10 2 730 -7:45 3 6 7:45 -8:00 8 39 6 15 54 7:45 -8:00 2 12 8 21 33 8:00 -8:15 5 5 8:00 -8:15 5 4 8:15 -8:30 5 5 8:15 -8:30 2 4 8:30 -8:45 3 6 8:30 -8:45 3 4 8:45 -9:00 5 18 4 20 38 8:45 -9:00 0 10 3 15 25 9:00 -9:15 5 4 9:00 -9:15 2 4 9:15 -9:30 3 4 9:15 -9:30 3 4 9:30-9:45 5 6 9:30 -9:45 5 5 9:45 -10:00 5 18 5 19 37 9:45 -10:00 5 15 4 17 32 10:00 -10:15 8 6 10:00 -10:15 2 4 10:15 -10:30 9 4 10:15 -10:30 3 4 10:30 -10:45 10 7 10:30 -10:45 5 3 10:45 -11:00 5 32 6 23 55 10:45 -11:00 5 15 4 15 30 11:00 -11:15 5 5 11:00 -11:15 5 4 11:15.11:30 5 5 11:15 -11:30 2 2 11:30 -11:45 5 4 11:30 -11:45 3 3 11:45 -12:00 8 23 4 18 41 11:45 -12:00 3 13 2 11 24 Total Vol. 168 150 0 0 318 226 234 0 0 460 Daily Totals 394 384 0 0 778 Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes far: Tuesday, June 10, 2003 City: Orange County 2 Project #: 03- 0973 -002 2:00 -2:15 21 Location: Shell / Subway Station & West Dwy. (Anaheim) Client Ref #: AM Period NB SB EB WB PM Period NB SIB EB WB 12:00 -12:15 2 4 12 :00 -12:15 13 14 12:15 -12:30 2 2 12:15 -12:30 13 23 12:30 -12:45 1 2 2:453:00 12:30 -12:45 14 20 12:45 -1:00 0 5 0 8 21 13 12:45 -1:00 19 59 18 75 134 1:00 -1:15 0 2 1:00 -1:15 28 20 1:15 -1:30 0 2 11 1:15 -1:30 16 16 1:30 -1:45 1 5 1:30 -1:45 26 20 1:45 -2:00 1 2 1 10 12 1:45 -2:00 19 89 15 71 160 2:00 -2:15 1 2 2:00 -2:15 21 19 2:15 -2:30 0 0 2:15 -2:30 13 18 2:30 -2:45 2 2 2:30 -2:45 24 10 2:453:00 0 3 0 4 7 2:45 -3:00 21 79 18 65 144 3:00 -3:15 0 2 3:00 -3:15 12 11 3:153:30 0 0 3:15 -3:30 15 9 3:30 -3:45 0 0 3:30 -3:45 18 20 3:454:00 6 6 1 3 9 3:454:00 15 60 22 62 122 4:004:15 2 3 4:00 -4:15 23 30 4:159:30 6 9 4:154:30 15 22 4:304:45 2 7 4:30 -4:45 10 17 4:45 -5:00 4 14 7 26 40 4.45 -5-On 9 S7 14 83 140 5:00 -5:15 4 8 5:00 -5:15 23 is 5:15 -5:30 13 is 5:15 -5:30 16 22 5:30 -5:45 9 12 5:30 -5:45 26 19 5:45 -6:00 8 34 17 52 86 5:45 -6:00 10 75 18 74 149 6:00 -6:15 10 21 6:00 -6:15 7 13 6:15 -6:30 35 29 6:15 -6:30 22 22 6:30 -6:45 13 11 6:30 -6:45 18 15 6:45 -7:00 13 71 15 76 147 6:45 -7:00 11 58 14 64 122 7:00 -7:15 15 21 7:00 -7:15 8 10 7:15 -7:30 29 26 7:15 -7:30 20 19 7:30 -7:45 20 21 7:30 -7:45 15 19 7:458:00 18 82 20 88 170 7:45 -8:00 10 53 10 58 111 8:00 -8:15 19 23 8:00 -8:15 11 7 8:15 -830 22 18 8:15 -8:30 9 9 8:30 -8:45 19 14 8:30 -8:45 6 13 8:45 -9:00 11 71 14 69 140 8:459:00 13 39 14 43 82 9:00 -9:15 20 14 9:00 -9:15 18 6 9:159:30 29 18 9:15 -9:30 7 10 9:30 -9:45 9 8 9:30 -9:45 11 14 9:4510:00 9 67 15 55 122 9:4510:00 13 49 16 46 95 10:00 -10:15 26 14 10:00-10:15 9 10 10:1510:30 13 17 10:15 -10:30 7 7 10:30 -10:45 19 16 10:30 -10:45 4 9 10:4511:00 15 73 25 72 145 10:45 -11:00 8 28 8 34 62 11:00 -11:15 21 11 11:00 -11:15 4 6 11:1511:30 14 20 11:1511:30 2 2 11:30 -11:45 20 13 11:30 -11:45 1 6 11:45 -12:00 7 62 4 48 110 11:45 -12:00 2 9 3 17 26 Total VOL 490 511 0 0 1001 655 692 0 0 1347 Daily Totals 1145 1203 0 0 2348 16J Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Orange County Project #: 03- 0973 -002 Total Vol. 454 490 0 0 944 630 699 0 0 1329 Daily Totals 1084 1189 0 0 2273 .i L� Location: Shell I Subway Station & West Dwy. (Anaheim) Client Ref #: M Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 0 1 12:D0 -12:15 17 22 12:15 -12:30 2 3 12:15 -12:30 16 18 12:30 -12:45 0 0 12:30 -12:45 14 14 12:45 -1:00 3 5 3 7 12 12:45 -1:00 14 61 17 71 132 1:00 -1:15 1 2 1:00 -1:15 10 9 1:15 -1:30 4 3 1:15 -1:30 17 12 1:30 -1:45 0 2 1:30 -1:45 9 14 1:45 -2:00 1 6 2 9 15 1:45 -2:00 18 54 15 50 104 2:00 -2:15 0 0 2:00 -2:15 10 14 2:15 -2:30 0 0 2:15 -2:30 18 17 2:30 -2:45 2 2 2:30 -2:45 13 18 2:45 -3:00 4 6 6 8 14 2:45 -3:00 23 64 14 63 127 3:D0 -3:15 0 1 3:00 -3:15 13 6 3:15 -3:30 2 2 3:15 -3:30 14 30 3:30 -3:45 1 2 3:30 -3:45 18 15 3:45 -4:00 3 6 2 7 13 3:454:00 11 56 17 48 104 4:004:15 5 2 4:00 -4:15 9 18 4:154:30 6 6 4:15 -4:30 11 22 4:304:45 2 3 4:30 -4:45 26 18 4:45 -5:00 6 19 3 14 33 4:45 -5:00 14 60 18 76 136 5:00 -5:15 12 7 5:00 -5:15 20 18 5:15 -5:30 10 is 5:15 -5:30 24 14 5:30 -5:45 6 11 5:30 -5:45 9 22 5:45 -6:00 11 39 14 50 89 5:45 -6:00 12 65 17 71 136 6:00 -6:15 13 15 6:00 -6:15 18 9 6:15 -6:30 23 26 6:15 -6:30 14 18 6:30 -6:45 20 21 6:30 -61:45 8 14 6:45 -7:00 16 72 20 82 154 6:45 -7:00 13 53 10 51 104 7:00 -7:15 18 26 7:00 -7:15 22 18 7:15 -7:30 20 18 7:15 -7:30 7 13 7:30 -7:45 14 16 7:30 -7:45 10 18 7:45 -8:00 20 72 25 85 157 7:45 -8:00 8 47 20 69 116 8:00 -8:15 14 14 8:00-8:15 10 12 8:15 -8:30 18 14 8:15 -8:30 14 8 8:30 -8:45 18 14 8:30 -8:45 10 21 8:45 -9:00 12 62 10 52 114 8:45 -9:00 20 54 18 59 113 9:009:15 16 21 9:00 -9:15 16 15 9:15 -9:30 12 9 9:15 -9:30 10 16 9:30 -9:45 16 13 9:30 -9:45 13 19 9:45 -10:00 17 61 18 61 122 9:45 -10:00 14 53 13 63 116 10:00 -10:15 16 14 10:00 -10:15 8 15 10:15 -10:30 12 18 10:15 -10:30 12 14 10:30 -10:45 11 16 10:30 -10:45 6 11 10:45 -11:00 22 61 14 62 123 10:45 -11:00 13 39 17 57 96 11:00 -11:15 16 24 11:00 -11:15 11 7 11:15 -11:30 6 7 11:15 -11:30 6 6 11:30 -11:45 8 8 11:30 -11:45 3 2 11:45 -12:00 15 45 14 53 98 11:45 -12:00 4 24 6 21 45 Total Vol. 454 490 0 0 944 630 699 0 0 1329 Daily Totals 1084 1189 0 0 2273 .i L� Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, 3une 12, 2003 City: Orange County 2 Project #: 03- 0973 -002 1:00 -1:15 15 Location: Shell / Subway Station & West Dwy. (Anaheim) Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 2 0 12:00 -12:15 7 10 12:15 -12:30 1 2 12:15 -12:30 8 14 12:30 -12:45 0 0 1:45 -2:00 12:30 -12:45 10 13 12:45 -1:00 0 3 2 4 5 7 12:45 -1:00 11 36 10 47 83 1:00 -1:15 1 2 1:00 -1:15 15 11 1:15 -1:30 2 2 1:15 -1:30 20 14 1:30 -1:45 0 0 1:30 -1:45 21 13 1:45 -2:00 0 3 2 6 9 1:45 -2:00 5 61 16 54 115 2:00 -2:15 0 2 2:00 -2:15 10 14 2:15 -2:30 1 3 2:15 -2:30 11 13 2:30 -2:45 0 2 2:30 -2:45 13 14 2:45 -3:00 0 1 2 9 10 2:45 -3:00 15 49 13 54 103 3:00 -3:15 0 1 3:00 -3:15 20 8 3:15 -3:30 2 0 3:15 -3:30 21 10 3:30 -3:45 3 0 3:30 -3:45 15 7 3:45 -4:00 2 7 2 3 10 3:45 -4:00 16 72 11 36 108 4:004:15 2 2 4:004:15 18 11 4:154:30 3 4 4:15 -4:30 11 10 4:304:45 5 2 4:304:45 13 13 4:45 -5:00 4 14 3 11 25 4:45 -5:00 10 52 16 50 102 5:00 -5:15 2 4 5:00 -5:15 18 10 5:15 -5:30 5 5 5:15 -5:30 16 14 5:30 -5:45 6 7 530 -5:45 10 13 5:45 -6:00 10 23 11 27 50 S:45 -600 8 52 12 49 101 6:00 -6:15 8 10 6:00-6115 6 18 6:15 -6:30 11 13 6:15 -6:30 5 10 6:30 -6:45 8 20 6:30 -6:45 11 14 6:45 -7:00 15 42 15 58 100 6:45 -7:00 13 35 13 55 90 7:00 -7:15 20 15 7:00 -7:15 8 10 7:15 -7:30 15 16 7:15 -7:30 6 5 7:30 -7:45 18 15 7:30 -7:45 5 4 7:45 -8:00 15 68 11 57 125 7:45 -8:00 10 29 5 24 53 8:00 -8:15 11 11 8:00 -8:15 8 7 8:15 -8:30 12 10 8:15 -8:30 6 7 8:30 -8:45 30 14 8:30 -8:45 5 5 8:45-9:00 8 41 13 48 89 8:45 -9:00 7 26 4 23 49 9:00 -9:15 15 10 9:00 -9:15 5 5 9:15-9:30 10 7 9:15 -9:30 6 7 9:30 -9:45 8 11 9:30 -9:45 10 5 9:45-10:00 6 39 11 39 78 9:45 -10:00 8 29 4 21 So 10:00 -10:15 10 11 10:00 -10:15 6 5 10:15 -10:30 13 10 10:15 -10:30 5 7 10:30 -10:45 13 13 10:30 -10:45 4 7 10:45 -11:00 11 47 20 54 101 10:45 -11:00 3 18 5 24 42 11:00 -11:15 15 14 11:00 -11:15 2 4 11:15-11:30 10 13 11:15 -11:30 5 3 11:30.11:45 8 8 11:30 -11:45 4 2 11:45 -12:00 6 39 10 45 84 11:45 -12:00 2 13 2 11 24 Total Vol. 327 361 0 0 688 472 448 0 0 920 Daily Totals 799 809 0 0 1608 Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03 -0996 -001 3:00 -3:15 2 0 Location: Mobil /Subway Station & Dwy. 1 3:00 -3:15 14 Client Ref #: 10 AM Period IN 3:15 -3:30 OUT EB WB PM Period IN OUT EB WB 14 12:00 -12:15 2 2 3:30 -3:45 12:00 -12:15 10 9 12:15 -12:30 0 0 12:15 -12:30 14 3:459:00 17 2 0 12:30 -12:45 0 3:45-4:00 0 45 12:30 -12:45 10 37 12 4:009:15 0 12:45 -1:00 1 3 1 3 6 12:45 -1:00 12 46 12 50 96 1:00 -1:15 0 0 1:00.1:15 8 4:15 -4:30 14 5 1:15 -1:30 0 4:30 -4:45 1 1:15 -1:30 9 13 4:304:45 12 1:30 -1:45 0 0 4:45 -5:00 1:30 -1:45 4 6 4 6 12 1:45 -2:00 2 2 2 3 5 1:45 -2:00 5 26 7 38 64 2:00 -2:15 0 5:00 -5:15 1 2:00 -2:15 8 8 5:15 -5:30 4 2:15 -230 0 0 5:15 -530 2:15 -2:30 9 10 2:30 -2:45 0 1 2:30 -2:45 7 5:30 -5:45 8 14 2:45 -3:00 0 0 0 2 2 2:45 -300 12 36 8 34 70 3:00 -3:15 2 0 3:00 -3:15 14 10 3:15 -3:30 0 2 3:15 -3:30 14 12 3:30 -3:45 0 1 3:30 -3:45 6 7 3:459:00 0 2 0 3 5 3:45-4:00 11 45 8 37 82 4:009:15 0 0 4:00 -4:15 6 11 4:15 -4:30 0 1 4:15 -4:30 6 5 4:30 -4:45 4 3 4:304:45 12 11 4:45 -5:00 2 6 2 6 12 445 -500 10 34 6 33 67 5:00 -5:15 2 3 5:00 -5:15 8 7 5:15 -5:30 4 7 5:15 -530 8 11 5:30 -5:45 3 4 5:30 -5:45 12 14 5:45 -6:00 4 13 5 19 32 5:45 -6:00 12 40 12 44 84 6:00 -6:15 6 7 6:00 -6:15 30 8 6:15 -6:30 3 5 6:15 -6:30 7 5 6:30 -6:45 7 8 6:30 -6:45 7 B 6:45 -7:00 2 18 5 25 43 6:45 -7:00 6 30 5 26 56 7:00 -7:15 8 8 7:00 -7:15 12 11 7:15 -730 4 6 7:15 -7:30 8 12 7:30 -7:45 8 10 7:30 -7:45 2 3 7:45 -8:00 9 29 8 32 61 7:45 -8:00 4 26 5 31 57 8:00 -8:15 4 10 8:00 -8:15 5 5 8:15 -8:30 6 8 8:15;3:30 4 3 8:30 -8:45 10 10 8:30 -8:45 6 8 8:45 -9:00 4 24 5 33 57 8:45 -9:00 5 20 5 21 41 9:00 -9:15 4 8 9:00 -9:15 3 4 9:15 -9:30 3 7 9:15 -9:30 9 30 930 -9:45 4 3 9:30 -9:45 0 2 9:45 -10:00 8 19 8 26 45 9:45 -10:00 1 13 2 18 .31 10:00 -10:15 4 6 10:00 -10:15 2 3 10:15 -10:30 4 8 10:15 -10:30 2 3 10:30 -10:45 6 3 10:30 -10:45 6 6 10:45 -11:00 7 21 8 25 46 10:45 -11:00 5 15 6 18 33 11:00 -11:15 2 5 11:00 -11:15 6 8 11:15 -11:30 6 9 11:15 -11:30 4 4 11:30 -11:45 4 6 11:30 -11:45 2 3 11:45 -12:00 10 22 13 33 55 11:45 -12:00 0 12 1 16 28 Total Vol. 159 210 0 0 369 343 366 0 0 709 Daily Totals 502 576 0 0 1078 p Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Irvine Project #: 03- 0996 -001 Location: Mobil /Subway Station & Dwy. 1 Client Ref # AM riod Pe IN OUT EB WB PM Period IN OUT EB WR 12:00 -12:15 0 _ 2 12:00 -12:15 13 12 _ 12:15 -12:30 2 3 12:15 -12:30 14 10 12:30 -12:45 0 0 12:30 -12:45 15 14 12:45 -1:00 0 2 0 5 7 12:45 -1:00 16 58 10 46 104 1:00 -1:15 0 0 1:00 -1:15 22 20 1:15 -1:30 0 2 1:15 -1:30 18 15 1:30 -1:45 0 0 1:30 -1:45 14 10 1:45 -2:00 0 0 1 3 3 1:45 -2:00 7 61 9 54 115 2:00 -2:15 0 1 2:00 -2:15 9 ID 2:15 -2:30 2 2 2:15 -2:30 6 6 2:30 -2:45 0 0 2:30 -2:45 8 3 2:45 -3:00 0 2 1 4 6 2:45 -3:00 6 29 7 26 55 3:00 -3:15 1 1 3:00 -3:15 10 14 3:15 -3:30 0 0 3:15 -3:30 8 10 3:30 -3:45 0 0 3:30 -3:45 12 10 3:454:00 0 1 0 1 2 3:454:00 6 36 9 43 79 4:004:15 0 0 4:004:15 7 9 4:154:30 2 1 4:15 -4:30 8 6 4:304:45 0 0 4:309:45 10 10 4:45 -5:00 2 4 2 3 7 4:45 -5:00 4 29 6 31 60 5:00 -5:15 3 3 5:00 -5:15 9 11 5:15 -S:30 2 2 5:15 -5:30 9 9 5:30 -5:45 4 3 5:30 -5:45 8 10 5:45 -6:00 7 16 6 14 30 5:45 -6:00 30 36 10 40 76 6:00 -6:15 7 8 6:00 -6:15 10 8 6:15 -6:30 6 6 6:15 -6:30 8 8 6:30 -6:45 6 8 6:30-6:45 4 5 6:45 -7:00 6 25 30 32 57 6:45 -7:00 6 28 5 26 54 7:00 -7:15 10 10 7:00 -7:15 5 8 7:15 -7:30 10 10 7:15 -7:30 4 6 7:30 -7:45 8 8 7:30 -7:45 10 10 7:45 -8:00 8 36 6 34 70 7:45 -8:00 4 23 6 30 53 8:00 -8:15 6 10 8:00 -8:15 5 3 8:15 -8:30 5 5 8:15 -8:30 2 2 8:30 -8:45 6 10 8:30 -8:45 6 6 8:45 -9:00 6 23 5 30 53 8:45 -9:00 2 15 2 13 28 9:00 -9:15 14 11 9:00 -9:15 4 3 9:15 -9:30 3 4 9:15-9:30 2 4 9:30 -9:45 8 10 9:30 -9:45 2 2 9:45 -10:00 7 32 10 35 67 9:45 -10:00 4 12 5 14 26 10:00 -10:15 6 5 10:00 -10:15 4 3 10:15 -10:30 6 6 10:15 -10:30 6 3 10:30 -10:45 9 8 10:30 -10:45 2 2 10:45 -11:00 6 27 9 28 55 10:45 -11:00 6 18 6 14 32 11:00 -11:15 4 8 11:00 -11:15 6 10 11:15 -11:30 12 12 11:15 -11:30 4 8 11:30 -11:45 12 8 11:30 -11:45 3 3 11:45 -12:00 12 40 14 42 82 11:45 -12:00 0 13 2 23 36 Total Vol. 208 231 0 0 439 358 360 0 0 718 Daily Totals 566 591 0 0 1157 tf t Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine 3 Project #: 03 -0996 -001 3:00 -3:15 6 Location: Mobil /Subway Station & Dwy. 1 Client Ref #: 3:15 -3:30 M Period IN OUT EB WB PM Period IN OUT EB WB 12:00 -12:15 0 2 12:00 -12:15 4 7 1 12:15 -12:30 1 2 12:15 -12:30 7 9 3:45 -4:00 12:30 -12:45 0 0 12:30 -12:45 15 12 11 39 12:45 -1:00 1 2 2 6 8 12:45 -1:00 11 37 14 42 79 1:00 -1:15 2 1 1:00 -1:15 15 11 4:15 -4:30 1:15 -1:30 0 2 1:15 -1:30 12 9 4 1:30 -1:45 3 2 1:30 -1:45 9 7 1 1:45 -2:00 0 5 0 5 10 1:45 -2:00 11 47 10 37 84 2:00 -2:15 1 0 2:00 -2:15 14 9 10 34 2:15 -2:30 0 1 2:15 -2:30 12 7 1 2:30 -2:45 0 0 2:30 -2:45 9 7 5:15 -5:30 2:45 -3:00 0 1 0 1 2 2-4S -3-no 7 42 7 3n 72 3:00 -3:15 3 3 3:00 -3:15 6 7 3:15 -3:30 0 1 3:15 -3:30 15 12 3:30 -3:45 0 1 3:30 -3:45 7 7 3:45 -4:00 0 3 0 5 8 3:45 -4:00 11 39 9 35 74 4:00-4:15 0 1 4:00 -4:15 11 7 4:15 -4:30 0 0 4:15 -4:30 4 4 4:30 -4:45 0 1 4:30 -4:45 9 9 4:45 -5:00 1 1 1 3 4 4:45 -5:00 10 34 8 28 62 5:00 -5:15 0 1 5:00 -5:15 6 7 5:15 -5:30 0 0 5:15 -5:30 4 5 5:30 -5:45 2 2 5:30 -5:45 9 8 5:45 -6:00 1 3 2 5 R S-49-rvnn 7R 37 13 33 70 6:00 -6:15 2 2 6:00 -6:15 9 10 6:15 -6:30 0 1 6:15 -6:30 8 6 6:30 -6:45 2 4 6:30 -6:45 4 8 6:45 -7:00 0 4 1 8 12 6:45 -7:00 9 30 9 33 63 7:00 -7:15 2 4 7:00 -7:15 8 5 7:15 -7:30 2 3 7:15 -7:30 4 3 7:30 -7:45 4 6 7:30 -7:45 9 10 7:45 -8:00 7 15 7 20 35 7:45 -8:00 7 28 9 27 55 8:00 -8:15 4 4 8:00$:15 2 2 8:15 -8:30 1 3 8:15 -8:30 7 7 8:30 -8:45 3 3 8:30 -8:45 8 6 8:45 -9:00 0 8 2 12 20 8:45 -9:00 6 23 8 23 46 9:00 -9:15 3 2 9:00 -9:15 3 3 9:15 -9:30 7 6 9:15 -9:30 7 5 9:30 -9:45 6 3 9:30 -9:45 4 4 9:45 -10:00 2 18 4 15 33 9:45 -10:00 4 18 4 16 34 10:00 -10:15 4 4 10:00 -10:15 4 3 10:15 -10:30 6 4 10:15 -10:30 2 3 10:30 -10:45 7 8 10:30 -10:45 2 3 10:45 -11:00 4 21 6 22 43 10:45 -11:00 4 12 2 11 23 11:00 -11:15 7 5 11:00 -11:15 2 4 11:15 -11:30 6 4 11:15 -11:30 3 4 11:30 -11:45 7 6 11:30 -11:45 4 5 11:45 -12:00 13 33 10 25 58 11:45 -12:00 0 9 1 14 23 Total Vol. 114 127 0 0 241 356 329 0 0 685 Daily Totals 470 456 0 0 926 i4,� Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03 -0996 -002 3:00 -3:15 0 1 Location: Mobil /Subway Station & Dwy. 2 Client Ref #: AM Period IN OUT EB WB PM Period IN OUT EB W8 12:00 -12:15 0 0 12:00 -12:15 6 4 12:15.12:30 0 0 12:15 -12:30 0 3 12:30 -12:45 0 0 12:30 -12:45 1 3 12:45 -1:00 2 2 2 2 4 12:45 -1:00 5 12 2 12 24 1:00 -1:15 0 0 1:00 -1:15 1 1 1:15 -1:30 0 0 1:15 -1:30 3 3 1:30 -1:45 0 0 1:30 -1:45 1 2 1:45 -2:00 0 0 0 0 1:45 -2:00 0 5 3 9 14 2:00 -2:15 0 0 2:00 -2:15 4 2 2:15 -2:30 0 0 2:15 -2:30 2 3 2:30 -2:45 0 0 2:30 -2:45 2 2 3:00 -3:15 0 1 3:00 -3:15 2 2 3:15 -3:30 0 0 3:15 -3:30 1 3 3:30 -3:45 0 0 3:30 -3:45 1 2 3:45 -4:00 0 0 0 1 1 3:454:00 0 4 4 11 15 4:00 -4:15 0 2 0 0 4:004:15 1 1 2 2 0 4:15 -4:30 0 2 0 2 4:15 -0:30 0 7:15 -7:30 1 7 1 8 4 4:30 -4:45 0 7:30 -7:45 0 0 4:304:45 2 0 3 0 1 4:45 -5:00 0 0 0 0 4:45 -5:00 5 8 3 9 17 5:00 -5:15 1 8 2 8:00 -8:15 5:00 -5:15 0 0 2 8:00 -8:15 5:15 -5:30 0 1 1 5:15 -5:30 1 2 5:30 -5:45 0 0 5:30 -5:45 0 1 1 2 5:45 -6:00 0 1 2 5 6 5:45 -6:00 1 2 2 7 9 6:00 -6:15 0 8:45 -9:00 2 0 6:00 -6:15 4 3 2 0 6ilS -6:30 0 0 1 6:15 -6:30 2 2 9:15 -9:30 3 6:30 -6:45 0 0 9:15 -9:30 6:30 -6:45 1 2 3 9:30 -9:45 6:45 -7:00 1 1 0 2 3 6:45 -7:00 0 7 0 7 14 7:00 -7:15 0 2 1 0 2 7:00 -7:15 1 3 2 0 0 7:15 -7:30 2 2 2 2 2 7:15 -7:30 5 7 1 8 4 1 3 1 5 8 7:30 -7:45 2 0 4 0 0 7:30 -7:45 0 1 2 0 1 7:45 -8:00 0 4 0 7 11 7:45 -8:00 0 6 0 8 14 8:00 -8:15 0 0 8:00 -8:15 0 1 8:15 -8:30 0 2 8:15 -8:30 0 0 8:30 -8:45 1 2 8:30-8:45 0 2 8:45 -9:00 0 1 2 6 7 8:45 -9:00 0 0 0 3 3 9:00 -9:15 0 0 9:00 -9:15 1 1 9:15 -9:30 3 4 9:15 -9:30 2 2 9:30 -9:45 0 0 920 -9:45 3 2 9:45 -10:00 0 3 2 6 9 9:45 -10.00 n 6 0 5 11 10:00 -10:15 2 2 10:00.10:15 0 2 10:15 -10:30 3 3 10:15 -10:30 0 0 10:30 -10:45 1 2 10:30 -10:45 2 2 10:45 -11:00 1 7 1 8 15 10:45 -11:00 1 3 1 5 8 11:00 -11:15 0 0 11:00 -11:15 0 0 11:15 -11:30 1 1 11:15-11:30 0 1 11:30 -11:45 3 3 11:30 -11:45 0 0 11:45 -12:00 4 8 5 9 17 11:45 -12:00 0 0 0 1 1 Total Vol. 28 47 0 0 75 61 87 0 0 148 Daily Totals 89 134 0 0 223 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Irvine Project #: 03 -0996 -002 5:00 -5:15 0 1 Location: Mobil /Subway Station & Dwy. 2 5:00 -5:15 0 Client Ref #: 1 AM Period IN 5:15 -5:30 OUT EB_ WB PM Period IN OUT EB WB 2 12:00 -12:15 0 0 5:30 -5:45 12:00 -12:15 0 4 12:15 -12:30 1 1 12:15 -12:30 4 5:45 -6:00 5 1 1 12:30 -12:45 0 5:45 -6:00 0 4 12:30 -12:45 5 12 6 6:00{:15 3 12:45 -1:00 0 1 0 1 2 12:45 -1:00 4 13 8 23 36 1:00 -1:15 0 0 1:00 -1:15 1 6:15 -6:30 4 7 1:15 -1:30 0 6:30 -6:45 0 1:15 -1:30 1 9 6:30 -6:45 1 1:30 -1:45 0 0 6:45.7:00 1:30 -1:45 4 7 8 15 22 1:45 -2:00 0 0 0 0 1:45 -2:00 0 6 4 25 31 2:00 -2:15 0 7:00 -7:15 0 2:00 -2:15 3 13 7:15 -7:30 0 2:15 -2:30 0 1 7:15 -7:30 2:15 -2:30 0 3 2:30 -2:45 0 0 2:30 -2:45 1 7:30 -7 :45 4 5 2:45 -3:00 0 0 0 1 1 2:45 -3:00 1 5 1 21 26 3:00 -3:15 0 16 0 8:00 -8:15 3:00 -3:15 0 0 3:15 -3:30 0 0 3:15 -3:30 0 8:15.8:30 2 3 3:30 -3:45 0 8:15 -8:30 0 3:30 -3:45 0 1 8:30 -8:45 0 3:45 -4:00 0 0 0 0 3:45 -4:00 0 0 4 7 7 4:009:15 0 0 0 8 4:00 -4:15 0 8:45 -9:00 6 4 1 4:159:30 0 9:009:15 0 4:159:30 0 3 9:00 -9:15 0 4:309:45 0 0 9:15 -9:30 4:309:45 0 6 4:45 -5:00 1 1 1 1 2 4.45 -5 -nn 0 0 0 IS 15 5:00 -5:15 0 1 5:00 -5:15 0 1 5:15 -5:30 0 1 5:15 -5:30 2 8 5:30 -5:45 1 2 5:30 -5:45 2 2 5:45 -6:00 0 1 1 5 6 5:45 -6:00 0 4 1 12 16 6:00{:15 3 5 6:00 -6:15 0 3 6:15 -6:30 2 4 6:15 -6:30 4 7 6:30 -6:45 1 5 6:30 -6:45 1 5 6:45.7:00 1 7 1 15 22 6:45 -7:00 1 6 3 18 24 7:00 -7:15 2 2 7:00 -7:15 2 6 7:15 -7:30 0 7 7:15 -7:30 0 3 7:30 -7:45 2 6 7:30 -7 :45 3 5 7:45 -8:00 0 4 0 15 19 7:45.8:00 2 7 2 16 23 8:00 -8:15 0 0 8:00 -8:15 1 2 8:15.8:30 0 3 8:15 -8:30 0 5 8:30 -8:45 0 4 8:30 -8:45 2 3 8:4":00 0 0 1 8 8 8:45 -9:00 1 4 1 11 15 9:009:15 0 4 9:00 -9:15 0 0 9:15 -9:30 0 0 9:15 -9:30 0 1 9:30 -9:45 1 2 9:30 -9:45 0 0 9:45 -10:00 0 1 0 6 7 9:45-10:00 1 1 1 2 3 10:00 -10:15 1 8 10:00-10 :15 0 0 10:15 -10:30 1 4 10x5 -10:30 0 2 10:30 -10:45 2 4 10:30-10:45 0 0 10:45 -11:00 0 4 7 23 27 10:45 -11:00 1 1 1 3 4 11:00 -11:15 1 4 11:00 -11:15 0 3 11:15 -11:30 2 5 11:15 -11:30 2 1 11:30 -11:45 0 7 11:30 -11:45 0 1 11:45 -12:00 1 4 3 19 23 11:45 -12:00 0 2 1 6 8 Total Vol. 23 94 0 0 117 49 159 0 0 208 Daily Totals 72 253 0 0 325 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine Project #: 03 -0996 -002 2 3 Location: Mobil /Subway Station & Dwy. 2 Client Ref #: AM Period IN OUT _EB WB _ PM Period IN E_B___ WB 12:00 -12:15 0 0 12:00-12:15 1 2 12:15 -12:30 0 0 12:15-12:30 3 4 12:30 -12:45 1 1 12:30- 12:45 4 3 12:45 -1:00 0 1 0 1 2 12:45 -1:00 1 9 3 12 21 1:00 -1:15 0 1 1:00 -1:15 2 3 1:15 -1:30 0 0 1:15 -1:30 1 4 1:30.1:45 0 0 1:30 -1:45 1 2 1:45 -2:00 1 1 0 1 2 1:45 -2:00 9 13 4 13 26 2:00 -2:15 0 0 2:00 -2:15 4 4 2:15 -2:30 0 0 2:15 -2:30 1 1 2:30 -2:45 0 0 2:30 -2:45 7 3 2:45 -3:00 1 1 0 0 1 2:45-3:00 2 14 2 10 24 3:00 -3:15 0 1 3:00 -3:15 0 1 3:15 -3:30 0 0 3:15 -3:30 2 5 3:30 -3:45 0 0 3:30-3:45 1 0 3:454:00 0 0 0 1 1 3:45 -0:00 3 6 4 to 16 4:00 -4:15 0 0 4:004:15 3 1 4:1534:30 0 0 4:154:30 0 1 4:30 -4:45 1 0 4:30 -4:45 2 3 4:45 -5:00 1 2 1 1 3 4:45-5:00 3 8 3 8 16 5:00 -5 :15 0 1 5:00 -S:15 0 0 5:15 -5:30 0 0 5:15 -5:30 0 1 5:30 -5:45 0 1 5:30 -5:45 0 3 5 :45 -6:00 2 2 0 2 4 5:45 -6:00 4 4 5 9 13 6:00 -6:15 0 1 6:00 -6:15 3 1 6:15 -6:30 0 0 6:15 -6:30 0 1 6:30$:45 0 0 6:30 -6:45 1 3 6:45 -7:00 1 1 1 2 3 6:45 -7:00 0 4 1 6 10 7:00 -7:15 2 1 7:00 -7:15 0 1 7:15 -7:30 0 1 7:157:30 0 0 7:30 -7:45 1 1 7:30 -7:45 1 1 7:45 -8:00 1 4 1 4 8 7:45 -8:00 2 3 1 3 6 8:00 -8:15 0 0 8:00-8:15 0 1 8:15 -8:30 1 1 8:15 -8:30 1 1 8:30 -8:45 0 1 8:30 -8:45 1 1 8:45.9:00 1 2 0 2 4 8:45.9:00 4 6 3 6 12 9:00 -9:15 2 0 9:00.9:15 4 1 9:15 -9:30 0 0 9:15 -9:30 1 2 9:30 -9:45 3 3 930.9:45 1 1 9:45 -10:00 2 7 1 4 11 9:45 -10:00 0 6 1 5 11 10:00 -10:15 1 0 10:00.10:15 0 1 10:15 -10:30 1 3 10:151030 2 1 10:30 -10:45 1 0 10:30.10:45 1 1 10:45 -11:00 1 4 0 3 7 10:45-11:00 0 3 1 4 7 11:00 -11:15 2 1 11:00 -11:15 1 1 11:15 -11:30 1 1 11:15 -11:30 1 1 11:30 -11:45 0 1 11:30-11:45 1 0 11:45 -12:00 1 4 1 4 8 11:45 -12:00 0 3 1 3 6 Total Vol. 29 25 0 0 54 79 89 0 0 168 Daily Totals 108 114 0 0 222 ,`1 Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03- 0996 -003 Total Vol. 154 175 0 0 329 389 409 0 0 798 Daily Totals 543 584 0 0 1127 0 7" Location: Mobil /Subway Station & Dwy. 3 Client Ref #: AM Period IN OUT EB WB PM Period IN OUT EB WB 12:00 -12:15 0 0 12:00 -12:15 9 15 12:15 -12:30 1 1 12:15 -12:30 17 18 12:30 -12:45 0 0 12:30 -12:45 11 13 12:45 -1:00 0 1 1 2 3 12:45 -1:00 12 49 15 61 110 1:00 -1:15 0 0 1:00 -1:15 25 21 I:15 -1:30 0 0 1:15 -1:30 13 13 1:30 -1:45 0 0 1:30 -1:45 16 13 1:45 -2:00 0 0 1 1 1 1:45 -2:00 30 64 9 56 120 2:00 -2:15 0 0 2:00 -2:15 10 12 2:15 -2:30 0 0 2:15 -2:30 14 13 2:30 -2:45 0 0 2:30 -2:45 7 10 2:45 -3:00 1 1 1 1 2 2:45 -3:00 14 45 14 49 94 3:00 -3:15 0 0 3:00 -3:15 8 30 3:15 -3:30 0 1 3:15 -3:30 13 13 3:30 -3:45 0 1 3:30 -3:45 14 13 3:454:00 0 0 0 2 2 3:454:00 4 39 6 42 81 4:00 -4:15 0 1 4:00 -4:15 8 7 4:15 -4:30 0 0 4:15430 8 6 4:304:45 1 1 4:30 -4:45 7 6 4:45 -5:00 1 2 1 3 5 4:45 -5:00 12 35 10 29 64 5:00 -5:15 0 1 5:00 -5:15 13 15 5:15 -5:30 1 1 5:15 -5:30 30 8 5:30 -5:45 0 1 5:30 -5:45 14 13 5:45 -6:00 1 2 1 4 6 5:45 -6:00 6 43 6 42 85 6:00 -6:15 0 1 6:00 -6:15 23 18 6:15-630 4 3 6:15 -6:30 10 9 6:30 -6:45 2 4 6:30-6:45 8 9 6:45 -7:00 3 9 6 14 23 6:45 -7:00 12 53 30 46 99 7:00 -7:15 8 7 7:00 -7:15 2 7 7:15 -7:30 5 4 7:15 -7:30 0 12 7:30 -7:45 7 10 7:30 -7:45 7 6 7:45 -8:00 6 26 8 29 55 7:45 -8:00 2 11 1 26 37 8:00 -8:15 8 8 8:00 -8:15 3 4 8:15 -8:30 7 6 8:15 -8:30 4 1 8:30 -8:45 10 11 8:30 -8:45 6 7 8:45 -9:00 6 31 7 32 63 8145 -9:00 5 18 4 16 34 9:00 -9:15 6 7 9:00 -9:15 4 3 9:15 -9:30 5 4 9:15 -9:30 4 6 9:30 -9:45 4 4 9:30 -9:45 5 8 9:45 -10:00 5 20 4 19 39 9:45 -10:00 0 13 1 18 31 10:00 -10:15 6 5 10:90 -10:15 0 1 10:15 -10:30 9 10 10:15 -10:30 2 1 10:30 -10:45 12 13 10:30 -10:45 8 8 10:45 -11:00 8 35 8 36 71 10:45 -11:00 2 12 2 12 24 11:00 -11:15 6 7 11:00 -11:15 2 4 11:15 -11 :30 9 8 11:15 -11:30 3 5 11:30 -11:45 8 9 11:30 -11:45 2 3 11:45 -12:00 4 27 8 32 59 11:45 -12:00 0 7 0 12 19 Total Vol. 154 175 0 0 329 389 409 0 0 798 Daily Totals 543 584 0 0 1127 0 7" Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Irvine Project #: 03- 0996 -003 2:00 -2:15 0 0 Location: Mobil /Subway Station & Dwy. 3 Client Ref #: AM Period IN OUT EB WB PM Period IN OUT ED WB 12:00 -12:15 1 1 12:00 -12x5 15 15 12:15 -12:30 1 2 12:15 -12:30 15 16 12:30 -12:45 0 1 12:30 -12:45 12 15 12:45 -1:00 0 2 0 4 6 12:45 -1:00 17 59 21 67 126 1:00 -1:15 0 0 1:00 -1:15 12 15 1:15 -1:30 0 0 1:15 -1:30 17 26 1:30 -1:45 0 0 1:30 -1:45 17 19 1:45 -2:00 0 0 2 2 2 1:45J:nn 14 60 14 74 134 2:00 -2:15 0 0 2:00 -2:15 8 8 2:15 -2:30 0 0 2:15 -2:30 11 13 2:30 -2:45 0 0 2:30 -2:45 10 9 2:45 -3:00 2 2 2 2 4 2:45 -3410 . 11 40 10 40 80 3:00 -3:15 0 0 3:00 -3:15 12 14 3:15 -3:30 0 0 3:15 -330 30 13 3:30 -3:45 0 0 3:30 -3:45 4 5 3:45-4:00 0 0 1 1 1 3:45 -4:00 7 33 6 38 71 4:009:15 0 0 4:004:15 9 9 4:15 -4:30 0 0 4:154:30 10 8 4:304:45 0 0 4:304:45 8 10 4:45 -5:00 0 0 2 2 2 4:45 -5:00 7 34 8 35 69 5:00 -5:15 2 2 5:00 -5:15 12 9 5:15 -5:30 0 2 5:15 -5:30 14 11 5:30 -5:45 4 3 5:30 -5:45 10 12 5:45-6:00 0 6 4 11 17 5:45 -6:00 14 50 12 44 94 6:00 -6:15 2 4 6:00 -6:15 14 19 6:15 -6:30 0 2 6:15 -630 10 10 6:30 -6:45 6 9 6:30 -6:45 30 14 6:45 -7:00 6 14 9 24 38 6:45 -7:00 9 43 10 53 96 7:00 -7:15 4 4 7:00 -7:15 7 6 7:15 -7:30 6 9 7:15 -7:30 8 8 7:30 -7:45 4 6 7:30 -7:45 8 8 7:45 -8:00 4 18 8 27 45 7:45 -8:00 6 29 4 26 55 8:00 -8:15 8 8 8:00 -8:15 4 3 8:15 -8:30 6 5 8:15 -8:30 3 3 8:30 -8:45 10 12 8:30 -8:45 2 2 8:45 -9:00 6 30 8 33 63 8:45.9:00 6 15 6 14 29 9:00 -9:15 4 7 9:00 -9:15 6 3 9AS -9:30 6 9 9:15-9:30 5 4 9:30 -9:45 6 4 9:30 -9:45 2 2 9:45 -10:00 6 22 6 26 48 9:45 -10:00 2 15 3 12 27 10:00 -10:15 12 10 10:00 -10:15 2 3 10:15 -10:30 8 10 10:15 -10:30 2 3 10:30 -10:45 2 3 10:30-10:45 2 2 10:45 -11:00 6 28 8 31 59 10:45 -11:00 4 10 4 12 22 11:00 -11:15 4 5 11:00 -11:15 2 3 11:15 -11:30 14 16 11:15 -11:30 1 2 11:30 -11:45 11 10 11:30 -11:45 1 2 11:45 -12:00 16 45 20 51 96 11:45 -12:00 2 6 2 9 15 Total Vol. 167 214 0 0 381 394 424 0 0 818 Daily Totals 561 638 0 0 1199 l Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine Project #: 03 -0996 -003 Total Vol. 113 122 0 0 235 429 432 0 0 861 Daily Totals 542 554 0 0 1096 �Li Location: Mobil /Subway Station & Dwy. 3 Client Ref #: M Period IN OUT EB WB PM Period IN OUT EB WB 12:00 -12:15 2 4 12:00 -12:15 14 13 12:15 -12:30 0 1 12:15 -1230 13 14 12:30 -12:45 0 0 12:30 -12:45 17 21 12:45 -1:00 0 2 1 6 8 12:45 -1:00 17 61 13 61 122 1:00 -1:15 2 1 1:00 -1:15 18 20 1:15 -1:30 2 1 1:15 -1:30 14 15 1:30 -1:45 1 1 1:30 -1:45 12 11 1:45 -2:00 0 5 0 3 8 1:45 -2:00 17 61 18 64 125 2:00 -2:15 0 1 2:00 -2:15 10 10 2:15 -2:30 0 1 2:15 -2:30 10 10 2:30 -2:45 0 0 2:30 -2:45 3 6 2:45 -3:00 2 2 2 4 6 2:45 -3:00 14 37 14 40 77 3:00 -3:15 2 1 3:00 -3:15 9 8 3:15-3:30 0 0 3:15 -3:30 8 9 3:30 -3:45 1 1 3:30 -3:45 7 9 3:45-4:00 0 3 0 2 5 3:454:00 14 38 14 40 78 4:004:15 0 0 4:004:15 7 12 4:154:30 0 0 4:154:30 8 8 4:304:45 0 0 430 -4:45 13 13 4:45-5:00 0 0 0 0 4:45 -5:00 13 41 14 47 88 5:00 -5:15 2 2 5:00 -5:15 13 10 5:15 -5:30 0 0 5:15 -5:30 8 7 5:30 -5:45 1 1 5:30 -5:45 13 12 5:45 -6:00 2 5 1 4 9 5:45 -6:00 18 52 17 46 98 6:00 -6:15 2 1 6:00 -6:15 17 14 6:15 -6:30 1 2 6:15 -6:30 19 13 6:30 -6:45 4 4 6:30 -6:45 13 11 6:45 -7:00 0 7 1 8 15 6:45 -7:00 7 S6 4 42 98 7:00 -7:15 1 1 7:00 -7:15 6 6 7:15-7:30 3 1 7:15.7:30 6 6 7:30 -7:45 0 1 7:30 -7:45 13 9 7:45-8:00 2 6 3 6 12 7:45 -8:00 4 29 7 28 57 8 :00 -8:15 0 2 8:00 -8:15 4 6 8:15-630 0 1 8:15 -8:30 6 6 8:30 -8:45 3 3 8:30 -8:45 6 5 8:9S -9:00 4 7 6 12 19 8:45-9:00 2 18 4 21 39 9:00.9:15 2 2 9:00 -9:15 5 3 9:15 -9:30 2 4 9:15 -9:30 2 4 9:30 -9:45 4 4 9:30 -9:45 3 4 9:45 -10:00 6 14 2 12 26 9:45 -10:00 2 12 1 12 24 10:00 -10:15 2 4 10:00 -10:15 4 6 10:15-10:30 2 3 10:15 -10:30 5 4 10:30 -10:45 7 7 10:30 -10:45 2 4 10:45 -11:00 6 17 7 21 38 10:45 -11:00 2 13 2 16 29 11:00 -11:15 7 6 11:00 -11:15 2 3 11:15 -11:30 10 12 11:15 -11:30 0 2 11:30 -11:45 10 12 11:30 -11:45 7 7 11:45 -12:00 18 45 14 44 89 11:45 -12:00 2 11 3 15 26 Total Vol. 113 122 0 0 235 429 432 0 0 861 Daily Totals 542 554 0 0 1096 �Li Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03- 0996 -004 4:004:15 1 1 Location: Mobil /Subway Station & Dwy. 4 4:00 -4:15 8 Client Ref #: 7 AM Period IN 4:154:30 OUT EB WB PM Period IN OUT EB WB 8 12:00 -12:15 0 0 4:304:45 12:00 -12:15 11 14 12:15 -12:30 0 2 12:15 -12:30 15 4:45 -5:00 11 3 0 12:30 -12:45 0 4:45 -5:00 2 30 12:30 -12:45 18 28 22 5:00 -5:15 0 12:45 -1:00 0 0 0 4 4 12:45 -1:00 20 64 11 58 122 1:00 -1:15 0 0 1:00 -1:15 20 5:15 -5:30 16 5 1:15 -1:30 1 5:30 -5:45 0 1:15 -1:30 20 12 5:30 -5:45 12 1:30 -1:45 0 0 5:45 -6:00 1:30 -1:45 10 8 13 5 13 1:45 -2:00 2 3 0 0 3 1:45 -2:00 16 66 11 52 118 2:00 -2:15 0 6:00 -6:15 0 2:00 -2:15 10 5 6 :15 -6:30 4 2:15 -2:30 1 1 6:15 -6:30 2:15 -2:30 7 5 2:30 -2:45 2 2 2:30 -2:45 13 6:30{:45 13 5 2:45 -3:00 0 3 0 3 6 2:45.3:00 12 42 13 36 78 3:00 -3:15 2 32 0 7:00 -7:15 3:00 -3:15 10 11 3:15 -3:30 1 0 3:15 -3:30 16 7:15 -7:30 11 10 3:30 -3:45 0 7:15 -7:30 0 3:30 -3:45 16 11 7:30 -7:45 7 3:454:00 0 3 0 0 3 3:45 -4:00 8 50 7 40 90 4:004:15 1 1 4:00 -4:15 8 7 4:154:30 1 0 4:154:30 8 9 4:304:45 1 2 4:304:45 8 7 4:45 -5:00 0 3 0 3 6 4:45 -5:00 6 30 5 28 58 5:00 -5:15 0 0 5:00 -5:15 10 5 5:15 -5:30 0 0 5:15 -5:30 30 5 5:30 -5:45 3 3 5:30 -5:45 12 11 5:45 -6:00 5 8 2 5 13 5:45 -6:00 12 44 13 34 78 6:00 -6:15 6 2 6:00 -6:15 13 9 6 :15 -6:30 4 4 6:15 -6:30 16 11 6:30 -6:45 6 4 6:30{:45 10 5 6:45 -7:00 6 22 2 12 34 6:45 -7:00 9 48 7 32 80 7:00 -7:15 6 4 7:00 -7:15 9 7 7:15 -7:30 12 10 7:15 -7:30 8 4 7:30 -7:45 7 4 7:30 -7:45 9 7 7:45 -8:00 14 39 10 28 67 7:45 -8:00 2 28 4 22 50 8 :00 -8:15 16 7 8:00 -8:15 2 7 8:15 -8:30 7 4 8:15 -8:30 2 2 8:30 -8:45 18 7 8:30 -8:45 10 5 8:45 -9:00 14 55 7 25 80 8:45 -9:00 4 18 2 16 34 9:00 -9:15 6 3 9:00 -9:15 4 1 9:15 -9:30 9 9 9:15 -9:30 4 4 9:30 -9:45 4 5 9:30 -9:45 2 3 9:45 -10:00 11 30 11 28 58 9:45 -10:00 2 12 2 10 22 10:00 -10:15 16 12 10:00.10:15 0 0 10 :15 -10:30 4 2 10:15 -10:30 2 2 10:30 -10:45 10 5 10:30 -10:45 3 3 10:45 -11:00 6 36 5 24 60 10:45 -11:00 2 7 2 7 14 11:00 -11:15 6 4 11:00 -11:15 0 0 11:15 -11:30 8 9 11:15 -11:30 2 3 11:30 -11:45 10 7 11:30 -11:45 4 4 11:45 -12:00 8 32 4 24 56 11:45 -12:00 0 6 0 7 13 Total Vol. 234 156 0 0 390 415 342 0 0 757 Daily Totals 649 498 0 0 1147 .t i Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Irvine Project #: 03- 0996 -004 Total Vol. 222 129 0 0 351 434 308 0 0 742 Daily Totals 656 437 0 0 1093 ��k�-' Location: Mobil /Subway Station & Dwy. 4 Client Ref #: AM Period NB SB EB WB PM Period_ NB SB EB WB _ 12:00 -12:15 0 4 12:00 -12:15 15 13 12:15 -12:30 1 0 12:15 -12:30 14 13 12:30 -12:45 0 0 12:30 -12:45 6 7 12:45 -1:00 0 1 0 4 5 12:45 -1:00 24 59 14 47 106 1:00 -1:15 0 0 1:00 -1:15 16 14 1:15 -1:30 1 1 1:15 -1:30 22 14 1:30 -1:45 0 0 1:30 -1:45 14 11 1:45 -2:00 0 1 0 1 2 1:45 -2:00 16 68 10 49 117 2:00 -2:15 0 0 2:00 -2:15 15 13 2:15 -2:30 1 0 2:15 -230 12 5 2:30 -2:45 1 0 2:30 -2:45 12 6 2:45 -3:00 0 2 0 0 2 2:45 -3:00 10 49 12 36 85 3:00 -3:15 0 0 3:00 -3:15 12 9 3:15 -3:30 0 0 3:15 -3:30 7 9 3:30 -3:45 0 0 3:30 -3:45 9 10 3:454:00 0 0 1 1 1 3:454:00 11 39 7 35 74 4:004:15 0 0 4:004:15 8 5 4:154:30 1 0 4:154:30 10 7 4:30 -4:45 0 0 4:304:45 15 13 4:45 -5:00 0 1 0 0 1 4:45 -5:00 9 42 4 29 71 5:00 -5:15 2 1 5:00 -5:15 11 9 5:15 -5:30 1 0 5:15 -5:30 16 9 5:30 -5:45 4 4 5:30 -5:45 12 8 5:45 -6:00 1 8 2 7 15 5:45 -6:00 10 49 6 32 81 6:00 -6:15 6 4 6:00 -6:15 11 7 6:15 -6:30 6 5 6:15 -6:30 14 8 6:306:45 6 4 6:30 -6:45 14 4 6:45 -7:00 6 24 4 17 41 6:45 -7:00 10 49 5 24 73 7:00 -7:15 7 2 7:00 -7:15 8 3 7:15 -7:30 12 6 7:15 -7:30 6 4 7:30 -7:45 6 2 7:30 -7:45 6 7 7:45 -8:00 6 31 4 14 45 7:45 -8:00 6 26 5 19 45 8:00 -8:15 10 4 8:00-8:15 5 4 8:15 -8:30 9 7 8:15 -8:30 2 3 8:30 -8:45 9 4 8:30 -8:45 5 2 8:45 -9:00 14 42 4 19 61 8:45 -9:00 2 14 0 9 23 9:00 -9:15 8 5 9:00 -9:15 7 3 9:15 -9:30 9 4 9:15 -9:30 6 4 9:30 -9:45 9 4 9:30 -9:45 5 2 9:45 -10:00 10 36 2 15 51 9:45 -10:00 1 19 0 9 28 10:00 -10:15 30 3 10:00 -10:15 2 4 10:15 -10:30 5 4 10:15 -10:30 4 3 10:30 -10:45 6 4 10:30 -10:45 4 2 10:45 -11:00 8 29 7 18 47 10:45 -11:00 4 14 2 11 25 11:00 -11:15 9 7 11:00 -11:15 2 5 11:15 -11:30 12 7 11:15 -11:30 2 2 11:30 -11:45 13 9 11:30-11:45 2 1 11:45 -12:00 13 47 10 33 80 11:45 -12:00 0 6 0 8 14 Total Vol. 222 129 0 0 351 434 308 0 0 742 Daily Totals 656 437 0 0 1093 ��k�-' Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine Project #: 03- 0996 -004 Location: Mobil /Subway Station & Dwy. 4 Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 2 2 12:00 -12:15 22 11 12:15 -12:30 2 2 12:15 -12:30 15 7 12:30 -12:45 2 2 12:30 -12:45 12 14 12:45 -1:00 0 6 1 7 13 12:45 -1:00 12 61 9 41 102 1:00 -1:15 0 0 1:00 -1:15 20 12 1:15 -1:30 0 0 1:15 -1:30 12 5 1:30 -1:45 1 1 1:30 -1:45 18 9 1:45 -2:00 0 1 0 1 2 1:45 -2:00 9 59 7 33 92 2:00 -2:15 0 0 2:00 -2:15 22 15 2:15 -2:30 1 0 2:15 -2:30 13 11 2:30 -2:45 2 0 2:30 -2:45 21 14 2:45 -3:00 0 3 0 0 3 2:45 -3:00 11 67 18 58 125 3:00 -3:15 0 0 3:00 -3:15 9 7 3:15 -3:30 0 0 3:15 -3:30 10 30 3:30 -3:45 2 2 3:30 -3:45 14 5 3:454:00 0 2 0 2 4 3:459:00 26 59 14 36 95 4:004:15 0 0 4:004:15 11 5 4:159:30 0 0 4:154:30 18 11 4304:45 0 0 4:304:45 15 13 4:45 -5:00 0 0 0 0 4:45 -5:00 9 53 8 37 90 5:00 -5:15 0 0 5:00 -5:15 15 12 5:15 -5:30 0 0 5:15 -5:30 13 7 5:30 -5:45 0 0 5:30 -5:45 18 11 5:45 -6:00 2 2 1 1 3 5:45 -6:00 13 59 14 44 103 6:00 -6:15 0 0 6:00 -6 :15 20 13 6:15 -6:30 0 1 6:15 -6:30 18 9 6:30 -6:45 2 1 6:30 -6:45 18 15 6:45 -7:00 3 5 4 6 11 6:45.7:00 16 72 6 43 115 7:00 -7:15 2 0 7:00 -7:15 13 6 7:15 -7:30 2 0 7:15 -7:30 9 5 7:30 -7:45 0 0 7:30 -7:45 9 4 7:45 -8:00 0 4 0 0 4 7:45 -8:00 6 37 2 17 54 8:00 -8;15 3 4 8:008:15 4 5 8:15 -8:30 0 0 8:15 -8:30 6 4 8:30 -8:45 1 0 8:30 -8:45 7 2 8:45 -9:00 2 6 1 5 11 8:45 -9:00 7 24 2 13 37 9:00 -9:15 2 2 9:00 -9:15 0 0 9:15 -9:30 0 0 9:15 -9:30 4 4 9:30 -9:45 3 2 9:30 -9:45 7 3 9:45 -10:00 0 5 0 4 9 9:45 -10:00 0 11 0 7 18 10:00-10:15 2 0 10:00 -10:15 2 4 10:15 -10:30 7 2 10:15 -10:30 7 4 10:30 -10:45 4 4 10:30 -10:45 2 2 10:45 -11:00 6 19 2 8 27 10.45 -11:00 0 it 0 10 21 11:00 -11:15 0 2 11:00 -11:15 2 4 11:15 -11:30 11 11 11:15 -11:30 0 0 1130 -11:45 8 2 11:30 -11:45 3 2 11:45 -12:00 9 28 7 22 50 11:45 -12:00 2 7 2 8 15 Total Vol. 81 56 0 0 137 520 347 0 0 867 Daily Totals 601 403 0 0 1004 1;1 APPENDIX E MACHINE VEHICLE COUNTS ON ADJACENT MAJOR STREETS Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Tuesday, June 10, 2003 City: Orange County Project #: 03- 0973 -006 Total Vol. 0 0 7860 11880 19740 0 0 17479 16325 33804 Daily Totals 0 0 25339 28205 53544 0 `1 Location: El Toro Rd. & near site Location Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB _ 12:00 -12:15 57 50 12:00 -12:15 366 415 12:15 -12:30 63 45 12:15 -12:30 367 440 12:30 -12:45 45 38 12:30 -12:45 411 435 12:45 -1:00 39 204 42 175 379 12:45 -1:00 415 1559 430 1720 3279 1:00 -1:15 37 44 1:00 -1:15 399 412 1:15 -1:30 25 21 1:15 -1:30 311 428 1:30 -1:45 23 25 1:30 -1:45 453 444 1:45 -2:00 24 109 21 111 220 1:45 -2:00 463 1626 474 1758 3384 2:00 -2:15 22 24 2:00 -2:15 482 424 2:15 -2:30 11 38 2:15 -2:30 490 452 230 -2 :45 IS 23 2:30 -2:45 418 442 2:45 -3:00 21 69 23 108 177 2:45- 3:00 506 1896 445 1763 3659 3:00 -3:15 12 22 3:00 -3:15 491 442 3:15 -3:30 19 27 3:15 -3:30 504 429 3:30 -3:45 15 24 3:30 -3:45 491 458 3:45 -4:00 17 63 37 110 173 3:45-4:00 517 2003 453 1782 3785 4:00 -4:15 25 60 4:00 -4:15 482 465 4:15 -4:30 34 47 4:15 -4:30 522 430 4:30 -4:45 41 79 4:30 -4:45 525 415 4:45 -5:00 52 152 107 293 445 4:45 -5:00 517 2046 446 1756 3802 5:00 -5:15 56 144 5:00 -5:15 521 441 5:15 -5:30 87 197 5:15 -5:30 515 416 5:30 -5:45 101 274 5:30 - 5:45 466 455 5:45 -6:00 140 384 211 826 1210 5:45 -6:00 479 1981 441 1753 3734 6:006:15 120 289 6:00- 6:15 462 440 6:15-6:30 140 333 6:156:30 419 398 6:306:45 200 473 6:306:45 418 393 6:45 -7:00 193 653 428 1523 2176 6:45 -7:00 364 1663 409 1640 3303 7:00.7:15 227 450 7:00 -7:15 398 389 7:15 -7:30 250 491 7:15 -7:30 390 374 7:30 -7:45 276 549 7:30 -7:45 364 364 7:45 -8:00 310 1063 450 1940 3003 7:45 -8:00 329 1481 291 1418 2899 8:00 - 8:15 297 434 8:00 -8:15 346 314 8:15.8:30 288 442 8:15 -8:30 351 256 8:30 -8:45 331 451 8:30 -8:45 310 262 8:45.9:00 322 1238 395 1722 2960 8:45 -9:00 306 1315 236 1068 2383 9:00 -9:15 297 389 9:00 -9:15 258 213 9:15.9:30 321 410 9:I5 -9:30 258 197 9:30.9:45 334 420 9:30 -9:45 241 234 9:45 - 10:00 340 1292 422 1641 2933 9:45 -10:00 171 928 178 822 1750 10:00 -10:15 305 425 10:00 -10:15 180 169 10:15 -10:30 299 423 10:15 -10:30 159 132 10:30 -10:45 314 418 10:30 -10:45 127 118 10:45 -11:00 333 1251 420 1686 2937 10:45 -11:00 134 600 99 518 1118 11:00 -11:15 356 433 11:00 -11:15 116 115 11:15 -11:30 340 435 11:15 -11:30 123 76 11:30 -11:45 326 437 11:30 -11:45 75 76 11:45 -12:00 360 1382 440 1745 3127 11:45 -12:00 67 381 60 327 708 Total Vol. 0 0 7860 11880 19740 0 0 17479 16325 33804 Daily Totals 0 0 25339 28205 53544 0 `1 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Orange County Project #: 03- 0973 -006 Total Vol. 0 0 7531 11426 18957 0 0 17017 15947 32964 Daily Totals 0 0 24548 27373 51921 �Q Location: El Toro Rd. & near site Location Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 55 44 12:00 -12:15 356 411 12:15 -12:30 56 40 12:15 -12:30 360 405 12:30 -12:45 40 35 12:30 -12:45 378 444 12:45 - 1:00 44 195 30 149 344 12:45 - 1:00 405 1499 423 1683 3182 1:00 -1:15 30 21 1:00 -1:15 411 405 1:15 -1:30 20 18 1:15 -1:30 405 443 1:30 -1:45 25 15 1:30 -1:45 435 420 1:45 -2:00 22 97 16 70 167 1:45 -2:00 453 1704 425 1693 3397 2:00 -2:15 15 25 2:00- 2:15 444 405 2:15 -2:30 16 20 2:15-2:30 405 440 2:30 -2:45 18 16 2:30 -2:45 456 425 2:453:00 17 66 15 76 142 2:45 -3:00 460 1765 430 1700 3465 3:00 -3:15 11 20 3:00- 3:15 488 405 3:15 -3:30 13 15 3:15 -3:30 456 420 3:30 -3:45 is 22 3:30 -3:45 490 440 3:45 -0:00 16 55 30 87 142 3:45 -+:00 501 1935 460 1725 3660 4:00 -4:15 18 40 4:00- 4:15 489 458 4:154:30 20 60 4:15 -4t30 501 405 4:30- 4:45 40 88 4:30 -4:45 511 425 4:45 -5:00 55 133 101 289 422 4:45 -5:00 505 2006 466 1754 3760 5:00 - 5:15 60 130 5:00 -5:15 520 460 5:15 -5:30 67 188 5:15 -5:30 511 456 5:30 -5:45 111 201 5:30- 5:45 443 442 5:45 -6:00 .125 363 222 741 1104 5:45 -6:00 450 1924 420 1778 3702 6:00-6:15 150 301 6:00 -6:15 456 435 6:15 -6:30 155 365 6:15-6:30 430 450 6:30 -6:45 188 396 6:30-6:45 435 422 6:45 -7:00 190 683 399 1461 2144 6:45 -7:00 411 1732 444 1751 3483 7:00 -7:15 201 356 7:00 -7:15 388 360 7:15 -7:30 222 501 7:15 -7:30 360 356 7:30.7:45 256 555 7:30 -7:45 345 345 7:458:00 301 980 420 1832 2812 7:45-8:00 330 1423 290 1351 2774 8:00 -8:15 301 411 8:00 -8:15 305 288 8:15 -8:30 289 415 8:15 -8:30 299 245 8:30 -8:45 290 411 8:30 -8:45 301 235 8:45 -9:00 311 1191 388 1625 2816 8:45 -9:00 311 1216 230 998 2214 9:00 -9:15 301 405 9:00 -9:15 252 205 9:159:30 322 411 9:15-9:30 222 211 9:30 -9:45 330 425 9:30 -9:45 240 204 9:45.10:00 305 1258 422 1663 2921 9:45.10:00 201 915 188 808 1723 10:00 -10:15 311 430 10:00 -10:15 180 156 10:15 -10:30 256 425 10:15 -10:30 130 111 10:30 -10:45 260 415 10:30-10:45 110 90 10:45 -11:00 299 1126 411 1681 2807 10:45 -11:00 105 525 89 446 971 11:00 -11:15 345 420 11:00 -11:15 120 78 11:1511:30 355 435 11:15 -11:30 105 67 11:30 -11:45 340 453 11:30-11:45 88 60 11:4512:00 344 1384 444 1752 3136 11:45 -12:00 60 373 55 260 633 Total Vol. 0 0 7531 11426 18957 0 0 17017 15947 32964 Daily Totals 0 0 24548 27373 51921 �Q Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Orange County Project #: 03- 0973 -006 Total Vol. 0 0 7574 11934 19508 0 0 17412 15933 33345 Daily Totals 0 0 24986 27867 52853 Location: El Toro Rd. & near site Location Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00-12:15 49 36 12:00 -12:15 356 422 12:15 -12:30 55 45 12:15 -12:30 366 425 12:30-12:45 56 44 12:30 -12:45 411 442 12:45 -1:00 30 190 30 155 345 12:45 - 1:00 405 1538 425 1714 3252 1100 -1115 33 26 1:00 -1:15 411 411 1:15 -1:30 35 25 1:15 -1:30 405 420 1:30-1:45 20 18 1:30 -1:45 430 405 1:45 -2:00 22 110 20 89 199 1:45- 2:00 445 1691 444 1680 3371 2:00 -2:15 15 30 2:00 -2:15 456 435 2:15 -2:30 16 28 2:15 -2:30 460 430 2:30 -2:45 18 33 2:30- 2:45 488 445 2:45 -3:00 20 69 40 131 200 2:45 -3:00 501 1905 415 1725 3630 3:00 -3:15 21 22 3:00 -3:15 501 422 3:15 -3:30 15 40 3:15 -3:30 489 431 3:30 -3:45 16 35 3:30 -3:45 490 430 3:45 -4:00 17 69 33 130 199 3:45 -4:00 511 1991 425 1708 3699 4:009:15 20 60 4:009:15 502 422 4:159:30 25 88 4:159:30 520 435 4:30 -4:45 30 101 4:309:45 511 405 4:45 -5:00 35 110 120 369 479 4:45 -5:00 515 2048 441 1703 3751 5:00 -5:15 45 199 5:00 -5:15 520 425 5:15 -5:30 101 201 5 :15 -5:30 505 422 5:30.5:45 111 256 5:30- 5:45 444 430 5:45 -6:00 125 382 222 878 1260 5:45 -6:00 456 1925 405 1682 3607 6:00-6:15 130 353 6:00 -6:15 460 444 6:15 -6:30 120 401 6:15 -6:30 420 405 6:30 -6:45 158 444 6:30 -6:45 411 411 6:45.7:00 190 598 430 1628 2226 6:45 -7:00 379 1670 405 1665 3335 7:00.7:15 201 456 7:00 -7:15 399 377 7:15 -7:30 222 499 7:15 -7:30 380 360 7:30 -7:45 256 458 7:30 -7:45 366 355 7:45-8:00 301 980 456 1869 2849 7:45 -8:00 330 1475 305 1397 2872 8:00 -8:15 311 435 8:00 -8:15 305 314 8:15 -8:30 305 430 8:15 -8:30 345 260 8:30 -8:45 330 425 8:30 -8:45 320 256 8:45-9:00 305 1251 411 1701 2952 8:45 -9:00 305 1275 235 1065 2340 9:00 -9:15 299 405 9:00 -9:15 256 205 9:15 -9:30 311 411 9:15 -9:30 266 211 9:30 -9:45 305 430 9:30 -9:45 240 201 9:45 -10:00 324 1239 405 1651 2890 9:45 -10:00 155 917 160 777 1694 10:00 -10:15 320 420 10:00 -10:15 130 156 10:15 -10:30 289 423 10:15 -10:30 135 125 10:30 -10:45 301 405 10:30 -10:45 140 105 10:45 -11:00 324 1234 411 1659 2893 10:45 -11:00 122 527 111 497 1024 11:00 -11:15 340 420 11:00 -11:15 111 105 11:15 -11:30 345 405 11:15 -11:30 150 78 11:30 -11:45 322 444 11:30 -11:45 101 77 11:45 -12:00 335 1342 405 1674 3016 11:45 -12:00 88 450 60 320 770 Total Vol. 0 0 7574 11934 19508 0 0 17412 15933 33345 Daily Totals 0 0 24986 27867 52853 Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Tuesday, June 10, 2003 City: Orange County Project #: 03 -0973 -003 Tout Vol. 0 0 5981 3857 9838 0 0 7549 9922 17471 Daily Totals 0 0 13530 13779 27309 Location: Ball Rd. & w/o Walnut Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB _ _ 12:00 -12:15 27 48 12:00 -12:15 165 164 12:15 -12:30 22 26 12:15 -12:30 159 175 12:30 -12:45 18 27 12:30 -12:45 178 182 12:45 -1:00 20 87 26 127 214 12:45 -1:00 166 668 148 669 1337 1:00 -1:15 21 27 1:00 -1:15 171 154 1:15 -1:30 14 30 1:15 -1:30 155 204 1:30 -1:45 18 19 1:30 -1:45 193 172 1:45 -2:00 15 68 14 90 158 1 :45- 2:00 165 684 188 718 1402 2:00 -2:15 10 17 2:00 -2:15 200 199 2:15 -2:30 10 23 2:15 -2:30 212 266 2:30 -2:45 9 11 2:30 -2:45 282 279 2:45 -3:00 11 40 7 58 98 2:45 -3:00 264 958 251 995 1953 3:00 -3:15 19 9 3:00.3:15 264 226 3:15 -3:30 20 8 3:15 -3:30 206 291 3 :30 -3:45 23 11 3:30.3:45 221 287 3:45 -4:00 20 82 2 30 112 3:45 -4:00 214 905 252 1056 1961 4:004:15 32 12 4:00 -4:15 201 294 4:15 -4:30 49 12 4:154:30 187 331 4:30 -4:45 60 18 4:30-4:45 225 285 4:45 -5:00 63 204 28 70 274 4:45 -5:00 222 835 369 1279 2114 5:00 -5:15 65 23 5:00 -5:15 198 345 5:15 -5:30 114 25 5:15 -5:30 192 332 5:30 -5:45 186 39 5:30 -5:45 202 358 5:45 -6:00 134 499 55 142 641 5:45 -6:00 182 774 292 1327 2101 6:00{:15 183 69 6:00 -6:15 170 322 6:15 -6:30 180 73 6:15 -6:30 194 277 6:30 -6:45 271 90 6:30 -6:45 179 257 6:45 -7:00 250 884 131 363 1247 6:45 -7:00 143 686 224 1080 1766 7:00 -7:15 302 155 7:00 -7:15 160 219 7:15 -7:30 319 158 7:15 -7:30 151 196 7:30 -7:45 254 203 7:30 -7:45 147 184 7:45 -8:00 341 1216 187 703 1919 7:45 -8:00 125 583 161 760 1343 8:00 -8:15 236 159 8:00 -8:15 137 181 8:15 -8:30 280 145 8:15 -8:30 143 178 8:30 -8:45 249 116 8:30 -8:45 101 176 8:45 -9:00 204 969 108 528 1497 8:45 -9:00 129 510 186 721 1231 9:00 -9:15 166 110 9:00 -9:15 139 167 9:159:30 140 145 9:15 -9:30 121 170 9:30 -9:45 169 147 9:30 - 9:45 90 124 9:4510:00 146 621 133 535 1156 9:4510:00 95 445 133 594 1039 10:00 -10:15 140 134 10:00 -10:15 76 147 10:15 -10:30 191 152 10:15 -10:30 98 111 10:30 -10:45 166 132 10:30 -10:45 78 81 10:45 -11:00 152 649 139 557 1206 10:45 - 11:00 60 312 92 431 743 11:00 -11:15 164 189 11:00 -11:15 60 106 11:1511:30 163 152 11:15 -11:30 52 57 11:30 -11:45 176 152 11:30 -11:45 47 76 11:45 -12:00 159 662 161 654 1316 11:45 -12:00 30 189 53 292 481 Tout Vol. 0 0 5981 3857 9838 0 0 7549 9922 17471 Daily Totals 0 0 13530 13779 27309 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Orange County Project #: 03 -0973 -003 Total Vol. 0 0 5975 3857 9832 0 0 7549 9922 17471 Daily Totals 0 0 13524 13779 27303 y �� Location: Ball Rd. & w/o Walnut Client Ref #: AM Period NB SB ED WB PM Period NB SS EB WB 12:00 -12:15 27 48 12:00 -12:15 165 164 12:15 -12:30 22 26 12:15 -12:30 159 175 12:30 -12:45 18 27 12:30 -12:45 178 182 12:45 -1:00 20 87 26 127 214 12:45 -1:00 166 668 148 669 1337 1:00 -1:15 21 27 1:00 -1:15 171 154 1:15 -1:30 14 30 1:15 -1:30 155 204 00 -1:45 18 19 1:30 -1:45 193 172 1:45 -2:00 15 68 14 90 158 1:45 -2:00 165 684 188 718 1402 2:00 -2:15 10 17 2:00 -2:15 200 199 2:15 -2:30 10 23 2:15 -2:30 212 266 2:30 -2:45 9 11 2:30 -2:45 282 279 2:45 -3:00 11 40 7 58 98 2:45 -3:00 264 958 251 995 1953 3:00 -3:15 19 9 3:00 -3:15 264 226 3:15 -3:30 20 8 3:15 -3:30 206 291 3:30 -3:45 23 11 3:30 -3:45 221 287 3:454:00 20 82 2 30 112 3:45 -4:00 214 905 252 1056 1961 4:004:15 32 12 4:00 -4:15 201 294 4:15 -4:30 49 12 4:154:30 187 331 4:30 -4:45 60 18 4:304:45 225 285 4:45 -5:00 63 204 28 70 274 4:45 -5:00 222 835 369 1279 2114 5:00 -5:15 65 23 5:00 -5:15 198 345 5:15 -5:30 114 25 5:15 -5:30 192 332 5:30 -5:45 186 39 5:30 -5:45 202 358 5:45 -6:00 134 499 55 142 641 5:45 -6:00 182 774 292 1327 2101 6:00 -6:15 183 69 6:00 -6:15 170 322 6:15 -6:30 180 73 6:15 -6:30 194 277 6:30 -6:45 271 90 6:30 -6:45 179 257 6:45 -7:00 250 884 131 363 1247 6:45 -7:00 143 686 224 1080 1766 7:00 -7:15 302 155 7:00 -7:15 160 219 7:15 -7:30 318 158 7:15 -7:30 151 196 7:30 -7:45 254 203 7:30 -7:45 147 184 7:45 -8:00 341 1215 187 703 1918 7:45 -8:00 125 583 161 760 1343 8:00 -8:15 236 158 8:00 -8:15 137 181 8:15 -8:30 280 145 8:15 -8:30 143 178 8:30 -8:45 249 116 8 :30 -8:45 101 176 8:45 -9:00 204 969 108 527 1496 8:45 -9:00 129 510 186 721 1231 9:00 -9:15 166 111 9:00 -9:15 139 167 9:15 -9:30 140 145 9:15 -9:30 121 170 9:30 -9:45 169 147 9:30 -9:45 90 124 9:45 -10:00 146 621 133 536 1157 9:45 -10:00 95 445 133 594 1039 10:00 -10:15 140 134 10:00 -10:15 76 147 10:15 -10 :30 191 152 10:151030 98 111 10:30 -10:45 166 132 10:30 -10:45 78 81 10:45 -11:00 152 649 139 557 1206 10:45 -11:00 60 312 92 431 743 11:00 -11:15 159 189 11:00 -11:15 60 106 11:15 -11:30 163 152 11:15 -11:30 52 57 11:30 -11:45 176 152 11:30 -11:45 47 76 11:45 -12:00 159 657 161 654 1311 11:45 -12:00 30 189 53 292 481 Total Vol. 0 0 5975 3857 9832 0 0 7549 9922 17471 Daily Totals 0 0 13524 13779 27303 y �� Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Orange County Project #: 03- 0973 -003 Total Vol. 0 0 5866 4159 10025 0 0 8070 10095 18165 Daily Totals 0 0 13936 14254 28190 1 Location: Ball Rd. & w/o Walnut Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 34 57 _ _ 12:00 -12:15 214 196 12:15 -12:30 27 46 12:15 -12:30 237 214 12:30 -12:45 26 44 12:30 -12:45 183 155 12:45 -1:00 15 102 23 170 272 12:45 -1:00 186 820 153 718 1538 1:00 -1:15 18 33 1:00 -1:15 187 195 1:15 -1:30 9 30 1:15 -1:30 188 167 1:30 -1:45 12 27 1:30 -1:45 214 199 1 :45 -2:00 11 50 20 110 160 1:45 -2:00 203 792 196 757 1549 2:00 -2:15 8 17 2:00 -2:15 193 159 2:15 -2:30 13 19 2:15 -2:30 206 233 2:30 -2:45 9 15 2:30 -2:45 209 242 2:45 -3:00 13 43 13 64 107 2:4S -3:00 181 789 241 875 1664 3:00 -3:15 15 9 3:00 -3:15 207 260 3:15 -3:30 13 13 3:15 -3:30 213 239 3:30 -3:45 29 14 3:30 -3:45 190 266 3:454:00 16 73 8 44 117 3:454:00 225 835 265 1030 1865 4:004:15 30 14 4:00 -4:15 209 299 4:154:30 44 16 4:154:30 211 314 4:30 -4:45 72 17 4:304:45 200 333 4:45 -5:00 56 202 23 70 272 4:45 -5:00 225 845 331 1277 2122 5:00 -5:15 84 16 5:00 -5:15 215 360 5:15 -530 108 33 5:15 -5:30 224 358 5:30 -5:45 191 47 5:30 -5:45 213 331 5:45 -6:00 133 516 53 149 665 5:45 -6:00 214 866 307 1356 2222 6:00 -6:15 169 58 6:00 -6:15 205 290 6:15 -6:30 228 92 6:15 -6:30 174 284 6:30 -6:45 265 96 6:30 -6:45 207 284 6:45 -7:00 255 917 126 372 1289 6:45 -7:00 170 756 216 1074 1830 7:00 -7:15 314 148 7:00 -7:15 152 191 7:15 -7:30 326 172 7:15 -7:30 151 233 7:30 -7:45 375 221 7 :30 -7:45 144 199 7:45 -8:00 330 1345 178 719 2064 7:45 -8:00 142 589 203 826 1415 8:00 -8:15 283 160 8:00 -8:15 154 238 8:15 -8:30 248 137 8:15 -8:30 167 186 8:30 -8:45 233 129 8:30 -8:45 157 167 8:45 -9:00 185 949 124 550 1499 8:45 -9:00 140 618 179 770 1388 9:00 -9:15 156 123 9:00 -9:15 164 182 9:15 -9:30 174 133 9:15 -9:30 124 138 9:30 -9:45 176 143 9:30 -9:45 154 171 9:45 -10:00 154 660 161 560 1220 9:45 -10:00 113 555 127 618 1173 10:00 -10:15 162 128 10:00 -10:15 110 132 10:15 -10:30 138 157 10:15 -10:30 111 147 10:30 -10:45 174 165 10:30 -10:45 94 103 10:45 -11:00 146 620 192 642 1262 10:45 -11:00 95 410 107 489 899 11:00 -11:15 136 171 11:00 -11:15 65 95 11:15 -11:30 74 169 11:15 -11:30 48 70 11:30 -11:45 55 178 11:30 -11:45 42 82 11:45 -12:00 124 389 191 709 1098 11:45 - 12:00 40 195 58 305 S00 Total Vol. 0 0 5866 4159 10025 0 0 8070 10095 18165 Daily Totals 0 0 13936 14254 28190 1 Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03- 0996 -005 Total Vol. 8539 5206 0 0 13745 12010 12138 0 0 24148 Daily Totals 20549 17344 0 0 37893 �a Location: Redhill & n/o MacArthur Blvd. Client Ref #: AM Period NB SB ED WB PM Period NB SB ED WB 12:00 -12:15 27 57 12:00 -12:15 244 299 12:15 -12:30 22 29 12:15 -12:30 273 357 12:30 -12:45 10 54 12:30 -12:45 283 287 12:45 -1:00 8 67 41 181 248 12:45 -1:00 316 1116 284 1227 2343 1:00 -1:15 12 13 1:00 -1:15 371 266 1:15 -1:30 14 14 1:15 -1:30 419 292 1:30 -1:45 8 is 1:30 -1:45 369 274 1:45 -2:00 16 50 23 68 118 1:45 -2:00 345 1504 324 1156 2660 2:00 -2:15 13 11 2:00 -2:15 397 346 2:15 -2:30 9 11 2:15 -2:30 407 308 2:30 -2:45 13 14 2:30 -2:45 391 293 2:45 -3:00 13 48 11 47 95 2:45 -3:D0 470 1665 421 1368 3033 3:00 -3:15 23 12 3:00 -3:15 372 412 3:15 -3:30 17 21 3:15 -3:30 353 411 330 -3:45 20 14 3:30 -3:45 320 328 14514:00 26 86 11 58 144 3:454 :00 307 1352 463 1614 2966 4:00 -4:15 41 4 4:00 -4:15 306 470 4:154:30 41 4 4:154:30 340 453 4:304:45 66 16 4:304:45 368 429 4:45 -5:00 140 288 18 42 330 4:45 -5:00 382 1396 465 1817 3213 5:00 -5:15 205 33 5:00 -5:15 410 449 5:15 -5:30 111 29 5:153:30 461 584 5:30 -5:45 184 21 5:30 -5:45 631 647 5:45 -6:00 241 741 30 113 854 5:45 -6:00 656 2158 459 2139 4297 6:00 -6:15 412 55 6:00 - 6:15 547 441 6:15 -6:30 223 69 6:15- 6:30 406 330 630 -6:45 241 86 6:30 -6:45 306 370 6:45 -7:00 271 1147 85 295 1442 6:45 -7:00 247 1506 252 1393 2899 7:00 -7:15 419 142 7:00 -7:15 166 211 7:15 -7:30 400 139 7:15 -7:30 141 167 7:30 -7:45 358 167 7:30 -7:45 133 127 7:45 -8:00 416 1593 209 657 2250 7:45 -8:00 86 526 100 605 1131 8:0D- 8:15 445 254 8:00 -8:15 76 107 8:15 -8:30 471 294 8:15 - 8:30 84 64 8:30 -8:45 416 275 8:30 - 8:45 84 66 8:45 -9:00 341 1673 322 1145 2818 8:45 - 9:00 60 304 41 278 582 9:00 -9:15 335 258 9:00 -9:15 54 55 9:15 -9:30 352 255 9:15 -9:30 57 55 9:30 -9:45 238 216 9:30- 9:45 64 56 9:45 -10:00 253 1178 219 948 2126 9:45 -10:00 49 224 50 216 440 10:00 -10:15 221 192 10:00 -10:15 32 34 10:15 -10:30 207 169 10:15 -10:30 42 42 10:30 -10:45 230 181 10:30 -10:45 53 45 10:45 -11:00 190 848 177 719 1567 10:45 -11:00 27 154 51 172 326 11:00 -11:15 209 206 11:00 -11:15 42 26 11:15 -11:30 195 232 11:15 -11:30 24 39 11:30 -11:45 215 230 11:30 -11:45 20 42 11:45 -12:00 201 820 265 933 1753 11:45 -12:00 19 105 46 153 258 Total Vol. 8539 5206 0 0 13745 12010 12138 0 0 24148 Daily Totals 20549 17344 0 0 37893 �a Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, June 12, 2003 City: Irvine Project #: 03- 0996 -005 Total Vol. 9880 5425 0 0 15305 13382 12290 0 0 25672 Daily Totals 23262 17715 0 0 40977 Location: Redhill & n/o MacArthur Blvd. Client Ref #: AM Period NB 5B EB WB PM Period NB 5B EB WB 12:00 -12:15 33 59 12:00 -12:15 296 317 12:15 -12:30 31 46 12:15 -12:30 325 326 12:30 -12:45 19 55 12:30 -12:45 315 261 12:45 -1:00 23 106 37 197 303 12:45 -1:00 370 1306 244 1148 2454 1:00 -1:15 16 24 1:00 -1:15 401 308 1:15 -1:30 26 21 1:15 -1:30 386 302 1:30 -1:45 22 16 1:30 -1:45 416 291 1:45 -2:00 16 80 27 88 168 1:45 -2:00 390 1593 313 1214 2807 2:00 -2:15 20 9 2:00 -2:15 395 325 2:15 -2:30 14 13 2:15 -2:30 374 301 2:30 -2:45 18 14 2:30 -2:45 414 288 2:45 -3:00 30 62 15 51 113 2:45 -3:00 418 1601 370 1284 2885 3:00 -3:15 21 13 3:00 -3:15 409 415 3:15 -3:30 33 14 3:15 -3:30 386 363 3:30 -3:45 25 15 3:30 -3:45 385 329 3:45 -4:00 31 110 16 58 168 3:45 -4:00 338 1518 418 1525 3043 4:00- 4:15 46 7 4:00 -4:15 450 471 4:154:30 51 15 4:154:30 413 469 4:30 -4:45 74 22 4:30 -4:45 439 438 4:45 -5:00 173 344 23 67 411 4:45 -5:00 429 1731 494 1872 3603 5:00 -5:15 243 28 5:00 -5:15 439 551 5:15 -530 127 33 5:15 -5:30 548 582 5:30 -5:45 204 17 5:30 -5:45 678 636 5:45 -6:00 272 846 35 113 959 5:45 -6:00 662 2327 536 2305 4632 6:00 -6:15 461 53 6:00 - 6:15 645 454 6:15 -6:30 238 70 6:15 -6:30 472 394 6:30 -6:45 283 90 6:30 -6:45 388 335 6:45 -7:00 347 1329 90 303 1632 6:45 -7:00 291 1796 268 1451 3247 7:00 -7:15 546 126 7:00 -7:15 186 178 7:15 -7:30 420 157 7:15 -7:30 138 164 7:30 - 7:45 444 166 7:30 -7:45 115 144 7:45 -8:00 436 1846 252 701 2547 7:45 -8:00 94 533 117 603 1136 8:00 -8:15 568 304 8:00 -8:15 104 103 8:15 -8:30 549 303 8:15 -8:30 87 82 8:30 - 8:45 469 311 8:30 -8:45 83 65 8:45 -9:00 351 1937 303 1221 3158 8:45 -9:00 82 356 69 319 675 9:00 -9:15 365 268 9:00 -9:15 68 71 9:15 -9:30 332 230 9:15 -9:30 76 57 9:30 -9:45 305 201 9:30 -9:45 87 51 9:45 -10:00 272 1274 .183 882 2156 9:45- 10:00 44 275 49 228 503 10:00 -10:15 258 205 10:00 -10:15 59 49 10:15 -10:30 227 205 10:15 - 10:30 64 46 10:30 -10:45 191 179 10:30 -10:45 47 54 10:45 -11:00 247 923 192 781 1704 10:45 -11:00 34 204 28 177 381 11:00 -11:15 211 227 11:00 - 11:15 50 29 11:15 -11:30 251 229 11:15 -11:30 41 30 11:30 -11:45 270 237 11:30 -11:45 29 50 11:45 -12:00 291 1023 270 963 1986 11:45 -12:00 22 142 55 164 306 Total Vol. 9880 5425 0 0 15305 13382 12290 0 0 25672 Daily Totals 23262 17715 0 0 40977 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine Project #: 03- 0996 -005 Total Vol. 3153 2179 0 0 5332 12816 11835 0 0 24651 Daily Totals 15969 14014 0 0 29983 �1I Location: Redhill & n/o MacArthur Blvd. Client Ref #: AM Period NB SB EB WB PM Period NB SB EB WB 12:00 -12:15 26 64 12:00 -12:15 292 363 12:15 -12:30 36 32 12:15 -12:30 304 352 12:30 -12:45 16 63 12:30 -12:45 351 335 12:45 -1:00 28 106 32 191 297 12:45 -1:00 388 1335 283 1333 2668 1:00 -1:15 21 20 1:00 -1:15 412 295 1:15 -1:30 27 13 1:15 -1:30 407 361 1:30 -1:45 23 11 1:30 -1:45 406 293 1:45 -2:00 22 93 14 58 151 1:45 -2:00 408 1633 356 1305 2938 2:00 -2:15 15 14 2:00 -2:15 436 323 2:15-2:30 12 6 2:15 -2:30 409 293 2:30 -2:45 15 10 2:30 -2:45 404 282 2:45 -3:00 11 53 15 45 98 2:45 -3:00 461 1710 390 1288 2998 3:00 -3:15 30 5 3:00 -3:15 369 411 3:15 -3:30 17 14 3:15 -3:30 386 381 3:30 -3:45 25 13 3:30 -3:45 417 350 3:454:00 22 94 11 43 137 3:454:00 405 1577 413 1555 3132 4:004:15 26 10 4:004:15 48S 470 4:154:30 19 10 4:154:30 496 467 4:304:45 32 14 4:304:45 483 429 4:45 -5:00 92 169 13 47 216 4:45 -5:00 466 1930 475 1841 3771 5:00 -5:15 133 15 5:00 -5:15 495 450 5:15 -5:30 49 13 5:15 -5:30 527 595 5:30 -5:45 43 16 5:30 -5:45 565 548 5:45 -6:00 87 312 18 62 374 5:45-6:00 489 2076 423 2016 4092 6:00 -6:15 152 24 6:00 -6:15 450 330 6:15 -6:30 65 36 6:15 -6:30 334 310 6:30 -6:45 48 29 6:30 -6:45 265 289 6:45 -7:00 63 328 34 123 451 6:45 -7:00 181 1230 196 1125 2355 7:00 -7:15 81 40 7:00 -7:15 122 154 7:15 -7:30 63 32 7:15 -7:30 142 141 7:30 -7:45 40 31 7:30 -7:45 103 107 7:45 - 8:00 64 248 38 141 389 7:45 -8:00 79 446 96 498 944 8:00 -8:15 75 56 8:00 -8:15 75 78 8:15 -8:30 52 46 8:15-8:30 66 73 8:30 -8:45 92 53 8:30 - 8:45 54 60 8:45 -9:00 51 270 52 207 477 8:45 -9:00 56 251 49 260 511 9:00 -9:15 103 59 9:00 -9:15 59 52 9:15 -9:30 83 66 9:15 -9:30 70 54 9:30 -9:45 67 56 9:30 -9:45 57 59 9:45- 10:00 68 321 75 256 577 9:45- 10:00 48 234 61 226 460 10:00.10:15 82 84 10:00 -10:15 63 50 10:15 -10:30 77 86 10:15 -10:30 59 55 10:30 -10:45 82 105 10:30 -10:45 39 53 10:45 -11:00 101 342 85 360 702 10:45 -11:00 56 217 38 196 413 11:00 -11:15 27 70 11:00 -11:15 55 43 11:15 -11:30 251 0 11:15 -11:30 62 39 11:30 -11:45 251 236 11:30 -11:45 35 54 11:45 -12:00 288 817 340 646 1463 11:45 -12:00 25 177 56 192 369 Total Vol. 3153 2179 0 0 5332 12816 11835 0 0 24651 Daily Totals 15969 14014 0 0 29983 �1I Average Daily Traffic Volumes Prepared by: Southland Car Counters Volumes for: Wednesday, June 11, 2003 City: Irvine Project #: 03- 0996 -006 Total Vol. 0 0 10971 5532 16503 0 0 10685 18142 28827 Daily Totals 0 0 21656 23674 45330 Location: MacArthur & w/o Red Hill Ave. Client Ref #: AM Period NB 5B EB WB PM Period NB SB EB WB 12:00 -12:15 28 63 12:00 -12:15 320 426 12:15 -12:30 14 55 12:15 -12:30 345 400 12:30 -12:45 18 131 12:30 -12:45 350 323 12:45 -1:00 11 71 46 295 366 12:45 -1:00 438 1453 323 1472 2925 1:00 -1:15 16 22 1:00 -1:15 425 348 1:15 -1:30 16 37 1:15 -1:30 439 364 1:30 -1:45 12 41 1:30- 1:45 340 461 1:45 -2:00 20 64 25 125 189 1:45 -2:00 336 1540 569 1742 3282 2:00 -2:15 20 20 2:00 -2:15 365 473 2:15.2:30 13 23 2:15 -2:30 320 490 2:30 -2:45 23 27 2:30 -2:45 364 565 2:45 -3:00 29 85 27 97 182 2:45 -3:00 358 1407 727 2255 3662 3:00 -3:15 28 20 3:00 -3:15 328 558 3:15 -3:30 21 32 3:15 -3:30 298 642 3:30 -3:45 28 14 3:30 -3:45 330 589 3:454:00 42 119 8 74 193 3:45-4:00 314 1270 745 2534 3804 4:00 -4:15 47 8 4:004:15 260 625 4:15 -4:30 72 22 4:15 -4:30 252 723 4:30 -4:45 107 21 4:304:45 264 661 4:45 -5:00 224 450 24 75 525 4:45 -5:00 282 1058 744 2753 3811 5:00 -5:15 241 37 5:00 -5:15 301 746 5:15-5:30 147 14 5:15 -5:30 318 849 5:30 -5:45 261 37 5:30 -5:45 378 742 5:45 -6:00 374 1023 46 134 1157 5:45 -6:00 364 1361 680 3017 4378 6:00- 6:15 486 66 6:00 -6:15 341 599 6:15 -6:30 321 96 6:156:30 272 608 6:306:45 360 66 6:306:45 220 479 6:45- 7:00 405 1572 99 327 1899 6:45 -7:00 189 1022 398 2084 3106 7:00 -7:15 538 130 7:00 -7:15 172 301 7:15- 7:30 442 138 7:15 -7:30 160 229 7:30 -7:45 544 148 7:30 -7:45 126 148 7:45 -8:00 430 1954 206 622 2576 7:45 -8:00 110 568 150 828 1396 8:00 -8:15 507 229 8:00 -8:15 82 140 8:15 -8:30 469 231 8:15 -8:30 81 148 8:30 - 8:45 487 200 8:30 -8:45 91 112 8:45-9:00 461 1924 239 899 2823 8:45 -9:00 86 340 93 493 833 9:00. 9:15 446 231 9:00 -9:15 65 90 9:15 -9:30 332 175 9:15 -9:30 70 101 9:30 -9:45 339 170 9:30 -9:45 55 78 9:45 -10:00 312 1429 213 789 2218 9:45 -10:00 68 258 81 350 608 10:00 -10:15 254 175 10:00 -10:15 59 79 10:15.1030 278 199 10:15 -10:30 62 82 10:30 -10:45 278 207 10:30 -10:45 59 60 10:45.11:00 292 1102 231 812 1914 10:45 -11:00 60 240 62 283 523 11:00 -11:15 274 250 11:00 -11:15 65 68 11:15 -11:30 272 267 11:15 -11:30 47 73 11:30 -11:45 333 350 11:30 -11:45 26 80 11:45-12:00 299 1178 416 1283 2461 11:45 -12:00 30 168 110 331 499 Total Vol. 0 0 10971 5532 16503 0 0 10685 18142 28827 Daily Totals 0 0 21656 23674 45330 Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Thursday, 3une 12, 2003 City: Irvine Project #: 03- 0996 -006 Total Vol. 0 0 10926 5142 16068 0 0 11060 16276 27336 Daily Totals 0 0 21986 21418 43404 11. cl Location: MacArthur & w/o Red Hill Ave. Client Ref #: M Period Na 5B ED WO PM Period NB SB EB WB 12:00 -12:15 58 82 12:00 -12:15 384 373 12:15 -12:30 57 94 12:15 -12:30 337 372 12:30-12:45 41 101 12 :30 -12:45 412 310 12:45. 1:00 48 204 40 317 521 12:45 -1:00 393 1526 330 1385 2911 1:00 - 1:15 44 32 1:00 -1:15 412 335 1:15- 1:30 44 31 1:15.1:30 387 366 130 -1:45 22 37 1:30 -1:45 409 337 1:45 -2:00 33 143 19 119 262 1:45 -2:00 352 1560 428 1466 3026 2:00 -2:15 29 25 2:00 -2:15 332 379 2:15 -2:30 37 24 2:15 -2:30 322 375 2:30 -2:45 21 25 230 -2:4S 356 473 2:45 -3:00 41 128 15 89 217 2:45 -3:00 376 1386 653 1880 3266 3:00 -3:15 42 17 3:00 -3:15 287 454 3:15 -3:30 43 30 3:15 -3:30 286 544 3:30 -3 :45 43 14 3:30 -3:45 254 512 3:454:00 50 178 12 73 251 3:454:00 279 1106 728 2238 3344 4:00 -4:15 45 13 4:004:15 290 580 4:15 -4:30 75 20 4:154:30 271 681 4:304:45 103 26 4:304:45 235 594 4:45 -5:00 209 432 25 84 516 4:45 -5:00 285 1081 726 2581 3662 5:00 -5:15 229 31 5:00 -5:15 340 659 5:15 -5:30 148 21 5:15 -5:30 326 706 5:30 -5:45 249 28 5:30 -5:45 341 623 5:45.6:00 368 994 41 121 1115 5:45 -6:00 352 1359 602 2590 3949 6:00 -6:15 474 58 6:00 -6:15 351 519 6:15-6:30 326 100 6:15 -6:30 280 495 6:30-6:45 330 46 6:30 -6:45 212 416 6:45 -7:00 418 1548 80 284 1832 6:45 -7:00 191 1034 370 1800 2834 7:00 -7:15 532 105 7:00 -7:15 131 246 7:15 -7:30 456 103 7:15 -7:30 109 216 7:30 -7:45 490 148 7:30 -7:45 122 152 7:45 -8:00 449 1927 197 553 2480 7:45 -8:00 98 460 138 752 1212 8:00 - 8:15 487 193 8:00 -8:15 87 140 8:15. 8:30 485 210 8:15 -8:30 87 119 8:30 -8:45 426 183 8:30 -8:45 100 97 8:45-9:00 376 1774 181 767 2541 8:45 -9:00 72 346 92 448 794 9:00 -9:15 410 194 9:00 -9:15 78 86 9:15 -9:30 317 181 9:15 -9:30 98 126 9:30 -9:45 321 181 9:30 -9:45 126 94 9:45 -10:00 300 1348 167 723 2071 9:45 - 10:00 88 390 84 390 780 10:00.10:15 323 205 10:00 -10:15 86 83 10:15 -10:30 261 194 10:15 -10:30 75 102 10:30 -10:45 250 199 10:30 -10:45 86 92 10:45 -11:00 279 1113 222 820 1933 10:45 -11:00 122 369 96 373 742 11:00 -11:15 245 238 11:00 -11:15 183 86 11:15 -11:30 275 202 11:15 -11:30 107 95 11:30 -11:45 302 346 11:30 -11:45 78 89 11:45 -12:00 315 1137 406 1192 2329 11:45 -12:00 75 443 103 373 816 Total Vol. 0 0 10926 5142 16068 0 0 11060 16276 27336 Daily Totals 0 0 21986 21418 43404 11. cl Average Daily Traffic Volumns Prepared by: Southland Car Counters Volumes for: Friday, June 13, 2003 City: Irvine Project #: 03 -0996 -006 Total Vol. 0 0 3320 2675 5995 0 0 10475 14975 25450 Daily Totals 0 0 13795 17650 31445 Location: MacArthur & w/o Red Hill Ave. Client Ref #: AM Period NB SB EB WD PM Period NB 5B EB WB 12:00 -12:15 30 135 12:00 -12:15 340 357 12:15 -12:30 25 147 12:15 -12:30 343 377 12:30 -12:45 24 149 12:30 -12:45 384 340 12:45 -1:00 19 98 110 541 639 12:45 -1:00 392 1459 315 1389 2848 1:00 -1:15 24 70 1:00 -1:15 422 326 1:15 -1:30 26 64 1:15 -1:30 403 356 1:30 -1:45 25 59 1:30 -1:45 375 355 1:45 -2:00 21 96 38 231 327 1:45 -2:00 385 1585 434 1471 3056 2:00 -2:15 10 35 2:00 -2:15 384 376 2:15 -2:30 20 34 2:15 -2:30 322 359 2:30 -2:45 10 32 2:30 -2:45 326 398 2:45 -3:00 19 59 29 130 189 2:45 -3:00 358 1390 555 1688 3078 3:00 -3:15 32 22 3:00 -3:15 323 392 3:15 -3:30 18 25 3:15 -330 296 482 3:30 -3:45 23 11 3:30 -3:45 310 461 3:45 -4:00 25 98 13 71 169 3:45 -4:00 248 1177 574 1909 3086 4:00 -4:15 25 8 4:009:15 324 508 4:159:30 23 14 4:154:30 267 611 4:309:45 37 13 4:304:45 274 517 4:45 -5:00 120 205 16 51 256 4:45 -5:00 299 1164 605 2241 3405 5:00 -5:15 109 15 5:00 -5:15 321 598 5:15 - 5:30 46 13 5:15 -5:30 339 664 5:30 -5:45 76 14 5:30 -5:45 311 576 5:45 -6:00 131 362 23 65 427 5:45 -6:00 326 1297 479 2317 3614 6:00{6:15 150 33 6:00 -6:15 304 457 6:15 -6:30 69 45 6:15 -630 211 393 6:30 -6:45 63 17 6:30 -6:45 189 297 6:45 -7:00 98 380 21 116 496 6:45 -7:00 121 825 217 1364 2189 7:00 -7:15 107 31 7:00 -7:15 128 176 7:15 -7:30 84 32 7:15 -7:30 116 164 7:30 -7:45 108 32 7:30 -7:45 101 130 7:45 -8:00 120 419 47 142 561 7:45 -8:00 130 475 114 584 1059 8:00 -8:15 122 43 8:00 -8:15 99 101 8:15 -8:30 79 37 8:15-8:30 97 95 8:30 -8:45 117 40 8:30 -8:45 82 87 8:45 -9:00 104 422 43 163 585 8:45- 9:00 77 355 88 371 726 9:00 -9:15 165 61 9:00 -9:15 75 85 9:1":30 144 58 9:15 -9:30 94 94 9:30 -9:45 119 64 9:30 -9:45 70 84 9:45 -10:00 112 540 72 255 795 9:45 -10:00 65 304 119 382 686 10:00 -10:15 126 83 10:00 -10:15 68 147 10:15 -10:30 132 106 10:15 -10:30 86 177 10:30 -10:45 56 6 10:30 -10:45 57 157 10:45 -11:00 0 314 0 195 509 10:45 -11:00 59 270 190 671 941 11:00 -11:15 0 0 11:00 -11:15 57 132 11:15 -11:30 0 0 11:15 -11:30 43 150 11:30 -11:45 0 324 11:30 -11:45 40 144 11:45 -12:00 327 327 391 715 1042 11:45- 12:00 34 174 162 588 762 Total Vol. 0 0 3320 2675 5995 0 0 10475 14975 25450 Daily Totals 0 0 13795 17650 31445 WILTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH LOCATION: EAST PACIFIC COAST HIGHWAY HOUR TOTALS EAST OF BAYSIDE DRIVE DATE: TUESDAY JULY 8, 2003 DIRECTION: EB TIME 00 -15 15 -30 30 -45 45 -60 HOUR TOTALS 0:00 40 30 20 32 122 1:00 21 20 20 20 81 2:00 20 16 11 5 52 3:00 14 4 8 11 37 4:001 13 12 21 32 78 5:00 42 66 72 120 300 6:00 109 160 218 320 807 7:00 358 462 612 687 2119 8:00 614 569 587 620 2390 9:00 514 462 451 494 1921 10:00 400 4201 430 458 1708 11:00 449 487 442 502 1880 12:00 490 542 546 524 2102 13:00 524 520 508 532 2084 14:00 520 485 530 542 2077 15:00 472 492 490 515 1969 16:00 519 518 500 521 2058 17:00 514 5581 492 488 2052 18:00 500 477 420 420 1817 19:00 392 354 338 308 1392 20:00 264 286 268 286 1104 21:00 282 230 225 168 905 22:00 186 158 148 158 650 23:00 1211 113 781 75 387 ITOTALl 30092 AM PEAK HOUR 0730 -0830 VOLUME 2482 PM PEAK HOUR 1215 -1315 VOLUME 2136 DIRECTION: WB TIME 00 -15 15 -30 30-45 45 -60 HOUR TOTALS 0:00 68 58 30 30 186 1:00 15 15 18 12 60 2:00 12 12 18 7 49 3:00 8 9 8 12 37 4:00 12 12 20 22 66 5:00 30 30 68 80 208 6:00 124 142 184 196 646 7:00 246 275 268 316 1105 8:00 350 432 378 412 1572 9:00 420 378 412 412 1622 10:00 449 378 430 478 1735 11:00 430 516 496 500 1942 12:00 548 502 515 468 2033 13:00 444 478 508 430 1860 14:00 448 480 497 500 1925 15:00 530 568 558 568 2224 16:00 570 576 568 700 2414 17:00 700 6001 624 620 2544 18:001 558 500 497 400 1955 19:00 384 325 303 330 1342 20:00 312 321 340 316 1289 21:00 268 248 220 284 1020 22:00 284 222 200 166 872 23:00 1601 112 1061 100 478 TOTAL 29184 AM PEAK HOUR 1100 -1200 VOLUME 1942 PM PEAK HOUR 1645 -1745 VOLUME 2624 TOTAL BI- DIRECTIONAL VOLUME 59276 ��l W I LT E C Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: COAST HIGHWAY EAST OF BAYSIDE DRIVE DATE: WEDNESDAY AUGUST 27, 2003 DIRECTION: EB TIME 00 -15 15 -30 30 -45 45 -60 HOUR TOTALS 0:00 68 82 55 54 259 1:00 30 35 22 22 109 2:00 22 14 15 12 63 3:00 6 16 8 17 47 4:00 6 10 12 28 56 500 14 24 36 70 144 600 84 105 128 198 515 7:00 210 220 310 300 1040 8:00 308 344 358 392 1402 9:00 393 368 348 408 1517 1000 428 416 404 430 1678 11:00 427 462 482 478 1849 12:001 492 469 446 508 1915 13:00 459 482 466 478 1885 14:00 476 462 446 520 1904 1500 528 536 590 524 2178 1600 594 571 646 651 2462 17:00 738 672 796 672 2878 18:00 611 4961 558 426 2091 19:001 416 3501 390 404 1560 20:00 364 277 263 245 1149 21:00 290 244 210 243 987 22:00 238 216 216 185 855 23:00 171 124 142 100 537 TOTAL 29080 AM PEAK HOUR 1100 -1200 VOLUME 1849 PM PEAK HOUR 1700 -1800 VOLUME 2878 DIRECTION: WB 5 15 -30 30 -45 45 -60 HOUR TOTALS 4 36 33 30 143 1 29 31 18 109 12 7 11 10 40 8 V15 7 8 10 43 14 12 20 38 84 36 46 72 112 266 07 162 198 357 824 42 450 512 640 1944 68 560 531 592 2251 :98 432 420 478 1728 10:00 409 470 440 434 1753 11:00 4221 420 470 522 1834 12:00 4381 502 4261 516 1882 13:00 4881 483 4841 484 1939 14:00 497 442 4501 462 1851 15:00 454 522 468 562 2006 16:00 470 516 426 512 1924 17:00 473 492 518 394 1877 l8i001 478 502 410 420 1810 19:00 364 346 316 320 1346 20:00 267 279 216 228 990 21:00 234 206 194 192 826 22:00 156 173 142 108 579 23:00 94 84 70 61 309 TOTAL 28358 AM PEAK HOUR 0745 -0845 VOLUME 2299 PM PEAK HOUR 1515 -1615 VOLUME 2022 TOTAL BI- DIRECTIONAL VOLUME 57438 I� WILTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: COAST HIGHWAY EAST OF HOUR TOTALS BAYSIDE DRIVE DATE: THURSDAY AUGUST 28, 2003 DIRECTION: EB TIME 00 -15 15 -30 30 -45 45-60 HOUR TOTALS 0:00 100 80 56 40 276 1:00 32 34 32 24 122 2:00 24 18 12 8 62 3:00 3 8 8 10 29 4:001 12 4 16 16 48 5:00 23 24 28 73 148 6:00 96 97 157 160 510 700 210 213 278 308 1009 8:00 336 317 374 352 1379 900 391 326 390 398 1505 10100 412 404 395 416 1627 11:00 402 463 472 486 1823 12:00 489 562 446 430 1927 13:00 463 497 446 500 1906 14:00 494 478 492 508 1972 15:00 565 536 574 476 2151 16:00 642 620 657 556 2475 1700 604 5801 691 734 2609 18:00 750 534 490 4841 2258 19:00 391 387 372 366 1516 20:00 334 304 297 283 1218 21:00 296 276 274 224 1070 22:00 238 242 201 194 875 23:00 1801 148 140 94 562 TOTAL 29077 AM PEAK HOUR 1100 -1200 VOLUME 1823 PM PEAK HOUR 1715 -1815 VOLUME 2755 DIRECTION: WB TIM 00 -15 15 -30 30 -45 1 45 -60 HOUR TOTALS 0:00 46 35 36 26 143 1:00 19 32 21 21 93 200 14 11 11 16 52 3:00 7 4 14 11 36 400 16 3 17 32 68 5:00 41 42 70 106 259 6:001 126 154 194 346 820 7:00 354 472 523 706 2055 8:00 554 536 561 560 2211 9:00 422 474 410 442 1748 10:00 442 448 392 487 1769 11:00 486 468 474 526 1954 12:00 462 470 433 543 1908 13:00 490 492 456 488 1926 1400 460 472 469 444 1845 15:00 469 490 440 534 1933 1600 435 479 504 459 1877 17:00 463 546 457 505 1971 18:00 446 4761 401 380 1703 1900 352 367 338 322 1379 20:00 315 306 266 206 1093 21:00 248 211 210 168 837 22:00 172 156 134 124 586 23:001 132 114 82 69 397 TOTAL 28663 AM PEAK HOUR 0745 -0845 VOLUME 2357 PM PEAK HOUR 1245 -1345 VOLUME 1981 TOTAL BI- DIRECTIONAL VOLUME 57740 h WILT E C Phone: (626) 564-1944 Fax: (626) 564-0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH TRAFFIC COUNTS DATE: TUESDAY, JULY 8TH, 2003 PERIOD: 12:00 A.M. TO 12:00 P.M. INTERSECTION: NIS BAYSIDE DRIVE EAW PACIFIC COAST HIGHWAY 21 11 33 47 WI LT E C Phone: (626) 564 -1944 Fax: (626) 564 -0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH TRAFFIC COUNTS DATE: TUESDAY, JULY 8TH, 2003 PERIOD: 12:00 P.M. TO 12:00 A.M. INTERSECTION: N/S BAYSIDE DRIVE E/W PACIFIC COAST HIGHWAY 1 NA n n TANKER TRUCK BLOCKED DRIVEWAYS 2 & 3 AT 5:20PM AND 7:57PM FOR APPROXIMATELY 20 MINUTES TO DELIVER FUEL. ` 'I l) WI LT E C Phone: (626) 564 -1944 Fax: (626) 564 -0969 INTERSECTION TURNING MOVEMENT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH TRAFFIC COUNTS DATE: TUESDAY, JULY 8TH, 2003 PERIOD: 12:00 A.M. TO 12:00 P.M. INTERSECTION: NIS BAYSIDE DRIVE ENV PACIFIC COAST HIGHWAY TANKER TRUCK BLOCKED DRIVEWAYS 2 & 3 AT 5:20PM AND 7:57PM FOR APPROXIMATELY 20 MINUTES TO DELIVER FUEL. WILTEC DRIVEWAY COL CLIENT: PROJECT: DATE: PERIOD: INTERSECTION Phone: (626) 564-1944 Fax: (626) 564-0969 NT SUMMARY KAKU ASSOCIATES NEWPORT BEACH TRAFFIC COUNTS THURSDAY, AUGUST 28th, 2003 7:00 A.M. TO 9:00 A.M. AND 4:00 P.M. TO 6:00 P.M. N/S BAYSIDE DRIVE E/W PACIFIC COAST HIGHWAY 070 0l.)NTS°.�; _." "QRIVEWA= q, MOW , 1 6 5 1 UM' 0' 1 6 18 17 1 2 6 1 0 0 3+ 3 10 6 7j5730 0 3 2 0 0 0 2 2 4 5 23 21 1 8 5 1 1 0 4 2 11 11 14 4 6 2 1 0 1 2 8 8 18 0 61 8 0 3 4 6 3 171 13 830 -845 `;. 01 01 5 10 61 51 011 1 ol 1 Oil 0 41 7 3 7 101 13 8 18 15 1 8 7 1 2 1 5 2 15 12 HOUR TOTALS x 10 RIV ,DEWAY'2� �DR(1JEWA�f3= = pR13EWAY.'�' GRANf��OTj�L1 :. 4t, w0 "� .'v tN � r' T OUT 39 T) _ vM � OTJT ;f d. �'O' v � R x ,Ot}T� , . I 6 5�1 6 2 17 19 4 2 0 10 9 33 30 715 &1 '' =ag; 1 21 21 3 5 4 13 9 40 37 7364330 ._ .' 1 23 25 3 5 4 15 10 46 40 745 84 t 0 25 25 3 5 4 18 15 48 47 800 90Q " "" 1 29 26 2 6 5 22 15 55 51 070 0l.)NTS°.�; _." "QRIVEWA= q, MOW , 1 6 5 1 1 4 11 6 18 17 4tY't'; 3 13 13 4 6 1 2 5 24 23 2 1 9 8 13 8 3 4 2 1 1 2 6 6 10 7 23 16 23 21 0 6 5 0 2 4 5 4 12 14 2 7 10 3 1 4 8 4 21 18 1 4 6 1 0 51 5 12 10 21 51 6 18 15 HOUR TOTALS �. �"",�, E1,RIVVYAY� p- z1R1VEUV r17„ �.1 ".ARDTT.... TIM 10 C1U'E� ,?=�?'1F1;�� m 4t, w0 "� 7 36 39 12 10 8 25 28 81� 84 6 5�1 6 36 39 11 11 8 19 26 75 81 5 30 36 10 6 11 25 25 72 76 4445 +1 4 25 29 8 4 10 24 20 61 63 ,70 5 22 29 29 8 6 8 23 19 63 57 /o WILTEC 24 -HOUR ADT COUNT SUMMARY Phone: (626) 564 -1944 Fax: (626) 564 -0969 CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY 45 -60 DRIVEWAY # 1 DATE: WEDNESDAY AUGUST 27. 2003 DIRECTION: TOTAL TIME 00 -15 15 -30 30 -45 45 -60 HOUR TOTALS 0:00 6 2 2 2 12 1:00 0 6 0 0 6 2:00 0 0 0 0 0 3:00 0 0 0 0 0 4:00t 2 01 2 01 4 5:00 6 4 14 71 31 6:00 8 4 19 14 45 7:00 20 12 16 4 52 8:00 11 16 12 0 39 9:00 7 3 0 0 10 10:00 0 12 2 11 25 11:00 8 14 13 27 62 12:00 12 22 16 18 68 13:00 10 12 8 10 40 14:00 14 11 22 30 77 15:00 24 10 22 19 75 16:00 15 15 21 12 63 17:00 32 6 8 16 62 18:00 14 22 3 101 49 19:00 15 11 8 2 36 20:00 12 10 7 6 35 21:00 8 8 6 4 26 22:00 9 2 2 0 13 23:00 2 8 0 3 13 TOTAL 843 AM PEAK HOUR 0630 -0730 VOLUME 65 PM PEAK HOUR 1415 -1515 VOLUME 87 TOTAL BI- DIRECTIONAL VOLUME 843 • t t t• � • t •LLJS'11'IL�-' t TOTAL BI- DIRECTIONAL VOLUME 843 WILTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY DRIVEWAY # 1 DATE: THURSDAY AUGUST 28. 2003 DIRECTION: TOTAL TIME 00 -15 15 -30 30 -45 45 -60 HOUR TOTALS 0:00 0 4 2 2 8 1:00 0 6 0 4 10 2:00 0 0 0 0 0 3:00 0 0 2 0 2 4:001 0 3 0 41 7 5:00 15 8 12 4 39 6:00 24 10 22 4 60 7:00 20 17 12 15 64 8:00 6 14 20 15 55 9:00 16 20 15 10 61 10:00 23 32 15 14 84 11:00 10 4 22 24 60 12:00 12 18 22 24 76 13:00 12 20 27 15 74 14:00 14 5 20 24 63 15:00 16 181 16 22 72 16:00 8 161 81 10 42 17:00 18 101 11 161 55 18:00 15 16 4 18 53 19:00 18 8 8 10 44 20:00 6 6 24 20 56 21:00 12 8 16 10 46 22:00 4 0 4 4 12 23:00 21 2 01 0 4 ITOTALl 1047 AM PEAK HOUR 1 1000 -1100 VOLUME 84 PM PEAK HOUR 1245 -1345 VOLUME 83 TOTAL BI- DIRECTIONAL VOLUME 1047 jai •1- 1� r r r• r • rr rr • r TOTAL BI- DIRECTIONAL VOLUME 1047 jai WILTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY HOUR TOTALS DRIVEWAY # 2 DATE: WEDNESDAY AUGUST 27, 2003 DIRECTION: TOTAL TIME 00 -15 15 -30 30 -45 45 -60 HOUR TOTALS 0:00 2 4 7 0 13 1:00 0 2 2 2 6 2:00 0 0 0 0 0 3:00 0 0 0 0 0 4:001 0 0 0 0 0 5:001 2 0 2 0 4 6:00 2 6 4 10 22 7:00 3 20 10 8 41 8:00 21 8 16 12 57 9:00 20 0 0 0 20 10:00 0 01 0 01 0 11:00 1 2 3 17 23 12:00 14 16 12 10 52 13:00 12 4 8 10 34 14:00 8 2 10 11 31 15:00 14 13 20 20 67 16:00 21 10 6 12 49 17:00 12 181 14 21 65 18:00 22 81 12 7 49 19:00 14 16 9 7 46 20:00 6 15 13 11 45 21:00 9 8 7 8 32 22:00 4 4 4 6 18 23:00 2 0 8 4 14 TOTAL 688 AM PEAK HOUR 0715 -0815 VOLUME 59 PM PEAK HOUR 1715 -1815 VOLUME 75 TOTAL BI- DIRECTIONAL VOLUME 688 .�aa Wif�L7� • 1 • 11 11 • ' 1 TOTAL BI- DIRECTIONAL VOLUME 688 .�aa W I LTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY DRIVEWAY # 2 DATE: THURSDAY AUGUST 28, 2003 DIRECTION: TOTAL TIME 00 -15 15 -30 3045 45 -60 1 HOUR TOTALS 0:00 2 3 0 21 7 1:00 0 4 0 6 10 2:00 2 3 0 0 5 3:00 0 0 0 0 0 4:001 0 2 2 0 4 5:00 2 0 0 0 2 6:00 6 3 10 8 27 7:00 11 4 8 18 41 8:00 10 10 13 12 45 9:00 10 8 10 10 38 10:00 8 14 11 16 49 11:00 12 6 16 18 52 12:001 21 10 14 4 49 13:00 13 22 12 9 56 14:00 8 14 14 17 53 15:00 29 12 10 21 53 16:00 11 30 28 141 83 17:00 13 16 18 14 61 18:00 17 10 20 8 55 19:001 15 20 10 6 51 20:00 13 14 13 6 46 21:00 24 11 12 12 59 22:00 17 10 12 6 45 23:00 13 5 61 71 31 TOTAL 1 922 AM PEAK HOUR 1015 -1115 VOLUME 53 PM PEAK HOUR 1615 -1715 VOLUME 85 TOTAL BI- DIRECTIONAL VOLUME 922 iAM PEAK HOUR me its] IT, I��s� • - II II • I TOTAL BI- DIRECTIONAL VOLUME 922 W I LT E C Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY DRIVEWAY # 3 DATE: WEDNESDAY AUGUST 27, 2003 TOTAL BI- DIRECTIONAL VOLUME 227 i y� i� •I • 1 11 1' 11 • I rim 110 mrimiLLi•I1� .11 11 • 1 TOTAL BI- DIRECTIONAL VOLUME 227 i y� i� AM PEAK HOUR PM PEAK • - 1111 11 TOTAL BI- DIRECTIONAL VOLUME 227 i y� i� W I LTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY DRIVEWAY # 3 DATE: THURSDAY AUGUST 28, 2003 TOTAL 61 -DIRECTIONAL VOLUME 265 �q • + r • PM PEAK •U ++ ++ • TOTAL 61 -DIRECTIONAL VOLUME 265 �q fiM PEAK HOUR�r +: + PM PEAK •U ++ ++ TOTAL 61 -DIRECTIONAL VOLUME 265 �q W I LTEC Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -4OUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY Frey m— DRIVEWAY # 4 DATE: WEDNESDAY AUGUST 27, 2003 TOTAL BI- DIRECTIONAL VOLUME 230 Frey m— I I IT, wzr_li r2l Elm' • • 1'!1 1.11 • 11 .11 • TOTAL BI- DIRECTIONAL VOLUME 230 • 1 1 1: 1 • . • - II 11 TOTAL BI- DIRECTIONAL VOLUME 230 W I LT E C Phone: (626) 564 -1944 Fax: (626) 564 -0969 24 -HOUR ADT COUNT SUMMARY CLIENT: KAKU ASSOCIATES PROJECT: NEWPORT BEACH GAS STATION LOCATION: GAS STATION @ 301 COAST HIGHWAY DRIVEWAY #4 DATE: THURSDAY AUGUST 28, 2003 TOTAL BI- DIRECTIONAL VOLUME 82 1�� 11 �AM PEAK HOUR 1 1 mollm 1 0111 1 1 IRA[ TOTAL BI- DIRECTIONAL VOLUME 82 1�� 11 ;AM PEAK • - 0730-0830 • VTAI 1 ,PM PEAK HOUR IRA[ TOTAL BI- DIRECTIONAL VOLUME 82 1�� EXHIBIT NO. 6 Service Station Design Guidelines r� V n� �MWJ 1"1 41 y 0 04 a� 44 0 .H u Y/ W ro . ri a� Q L' N ma �f z 0 r 0 N W t 00 D ypF Q Q gal Op CU CL � { \ CL E } Z% CL ] a t $ y = 9 a >1 o a / G 7 = $ 0. / \ � 0 2 m \ &ƒ / o 3 } f 3} ƒ 2 k \ : c a \/ a 5 2 A %} 5 7 3\ a[ ]- 5 3 A \@ / E m 2</ k � � o ® w § f ƒ » - < 0 0 k a d a g g Op / § \ ) E/ C =e= mI k( 2/§ to )/ g%E �a /2 /�/ c� n 2w 2 \3 =m= § &$ �, $ & %5! 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