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VAI Resort – Parking Analysis Page 2 of 4 EPS Group, Inc. • 1130 N. Alma School Road, Suite 120 • Mesa, AZ 85201 Tel (480) 503-2250 • Fax (480) 503-2258 Due to the unique nature and mixture of uses contained within the proposed development, the standard City Parking Code alone does not adequately capture the anticipated parking needs. Therefore, the approach of this analysis was to develop a demand-based calculation utilizing pertinent data and methodologies from the following sources: • Parking Generation, by the Institute of Transportation Engineers (ITE) • Shared Parking, by the Urban Land Institute (ULI) • Developer provided planned operations data Review of the available land use codes and data revealed that for some uses ITE / ULI provided suitable data, while for others the specific operational data was more appropriate. The land use codes, operational data and independent variables used are consistent with the concurrently prepared Traffic Impact Analysis. The proposed developed is planned to consist of the following land uses: o Hotel (Land Use Code 310 / 330) – 1,082 Rooms o High-Turnover Sit-down Restaurant (Land Use Code 932) – 80,000 Square Feet o Fine Dining (Land Use Code 932) – 30,000 Square Feet o Bar/Night Club (Land Use Code 932) – 60,000 Square Feet o Retail (Land Use Code 820) – 73,000 Square Feet o Conference and Ballroom (based on attendance) – 1,200 Attendees o Beach (based on estimated operational data) – 120 Visitors o Mattel Adventure Park (based on attendance) – 800 Visitors All available land use data and rates were utilized for each individual land use and applicable independent variable, including the average, 85th percentile and maximum calculations (if available). Each calculation result was then evaluated to determine the preferred methodology by following the ITE procedures. An average, as well as the maximum, of all preferred calculations was then calculated for each land use to obtain a total for the proposed development. The detailed calculations are provided in Attachment B. Table 1 and Table 2 respectively provide the total average and maximum parking demand summaries of the calculation results for the proposed development. VAI Resort – Parking Analysis Page 3 of 4 EPS Group, Inc. • 1130 N. Alma School Road, Suite 120 • Mesa, AZ 85201 Tel (480) 503-2250 • Fax (480) 503-2258 Table 1: Estimated Parking Demand Results – Average Table 2: Estimated Parking Demand Results – Maximum As can be seen in the above table, the estimated total average peak parking demand is 4,263 parked vehicles, with a maximum of 4,872 parked vehicles. With a planned supply of 5,730 parking spaces, this represents a surplus of 1,467 parking spaces (+26%) using the average calculations and 858 parking spaces (+15%) using the maximum calculations. PHASE SPACES 918 881 374 748 302 320 600 120 GRAND TOTAL 4,263 Hotel Retail, Non-December and December Restuarants - Bar/Night Club Restuarants - Fine Dining Restuarants - Family Conference Center Mattel Adventure Park Beach PHASE SPACES 1,148 982 424 847 431 320 600 120 GRAND TOTAL 4,872 Hotel Restuarants - Family Restuarants - Fine Dining Restuarants - Bar/Night Club Retail, Non-December and December Mattel Adventure Park Conference Center Beach VAI Resort – Parking Analysis Page 4 of 4 EPS Group, Inc. • 1130 N. Alma School Road, Suite 120 • Mesa, AZ 85201 Tel (480) 503-2250 • Fax (480) 503-2258 The proposed development will provide significantly more parking spaces than both the average and maximum calculated typical parking demand. It should be noted that these calculations represent the estimated demand and do not explicitly account for the effects of shared parking that is likely to occur, i.e. fluctuation in demand for different uses resulting in less parking needed at certain times. It should also be noted, similar to the concurrent Traffic Impact Analysis, special event traffic was not included. The event traffic and parking accommodations will be evaluated under a separate plan. ATTACHMENTS: A. Site Plan B. Parking Calculations VAI Resort – Parking Analysis ATTACHMENT A SITE PLAN DN DN CARDINALS WAY N 95TH AVE WEST MONTEBELLO AVENUE ISLE 8 ISLE 7 ISLE 6 ISLE 5 ISLE 4 ISLE 2 ISLE 3 ISLE 9 ISLE 11 ISLE 1 ISLE 10 ISLE 8S ISLE 4.4 SCALE: 1" = 100' 50 100 250 500' NOT FOR CONSTRUCTION N RESORT SITE PLAN PROJ. #VAI RESORT VAI RESORT, LLC | VAI RESORT - PLANNED AREA DEVELOPMENT (PAD) 2024.09.11 SITE PLAN REVIEW 00-SITE VAI Resort – Parking Analysis ATTACHMENT B PARKING CALCULATIONS = PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES Hotel (LUC 310) - Average Rate 1083 Rooms 0.74 801.42 Hotel (LUC 310) - Equation 1083 Rooms 0.64 698.00 Hotel (LUC 310) - 85th Percentile 1083 Rooms 0.99 1,072.17 Hotel (LUC 310) - Average Rate 1083 Occupied Rooms 0.83 898.89 Hotel (LUC 310) - Equation 1083 Occupied Rooms 0.73 787.00 Hotel (LUC 310) - 85th Percentile 1083 Occupied Rooms 1.03 1,115.49 Resort Hotel (LUC 330) - Average Rate 1083 Rooms 0.96 1,039.68 Resort Hotel (LUC 330) - Equation 1083 Rooms N/A N/A Resort Hotel (LUC 330) - 85th Percentile 1083 Rooms 1.86 2,014.38 Resort Hotel (LUC 330) - Average Rate 1083 Occupied Rooms 1.06 1,147.98 Resort Hotel (LUC 330) - Equation 1083 Occupied Rooms N/A N/A Resort Hotel (LUC 330) - 85th Percentile 1083 Occupied Rooms 2.17 2,350.11 AVE 918.17 MAX 1,147.98 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 80 TGSF 9.44 755.20 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 80 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 80 TGSF 17.40 1,392.00 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 80 TGSF 11.33 906.40 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 80 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 80 TGSF 17.64 1,411.20 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 80 TGSF 12.28 982.40 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 80 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 80 TGSF 24.91 1,992.80 AVE 881.33 MAX 982.40 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 30 TGSF 9.31 279.30 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 30 TGSF 6.90 207.00 High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 30 TGSF 11.82 354.60 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 30 TGSF 14.12 423.60 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 30 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 30 TGSF 20.36 610.80 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 30 TGSF 13.98 419.40 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 30 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 30 TGSF 21.94 658.20 AVE 374.10 MAX 423.60 Preferred Calculation Method (ITE Process) PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 60 TGSF 9.31 558.60 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 60 TGSF 6.07 364.00 High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 60 TGSF 11.82 709.20 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 60 TGSF 14.12 847.20 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 60 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 60 TGSF 20.36 1,221.60 High-Turnover (Sit Down) Restaurant (LUC 932) - Average Rate 60 TGSF 13.98 838.80 High-Turnover (Sit Down) Restaurant (LUC 932) - Equation 60 TGSF N/A N/A High-Turnover (Sit Down) Restaurant (LUC 932) - 85th Percentile 60 TGSF 21.94 1,316.40 AVE 748.20 MAX 847.20 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES Shopping Center (LUC 820) - Average Rate 73 TGSF 1.95 142.35 Shopping Center (LUC 820) - Equation 73 TGSF 2.86 209.09 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 3.68 268.64 Shopping Center (LUC 820) - Average Rate 73 TGSF 2.61 190.53 Shopping Center (LUC 820) - Equation 73 TGSF 2.51 183.42 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 3.78 275.94 Shopping Center (LUC 820) - Average Rate 73 TGSF 2.91 212.43 Shopping Center (LUC 820) - Equation 73 TGSF 3.32 242.20 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 3.74 273.02 Shopping Center (LUC 820) - Average Rate 73 TGSF 3.77 275.21 Shopping Center (LUC 820) - Equation 73 TGSF 5.26 384.00 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 5.01 365.51 Shopping Center (LUC 820) - Average Rate 73 TGSF 4.09 298.57 Shopping Center (LUC 820) - Equation 73 TGSF 5.18 378.11 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 5.24 382.52 Shopping Center (LUC 820) - Average Rate 73 TGSF 4.58 334.34 Shopping Center (LUC 820) - Equation 73 TGSF 10.66 778.43 Shopping Center (LUC 820) - 85th Percentile 73 TGSF 5.90 430.70 AVE 302 MAX 431 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES Mattel Adventure Park - Peak Ratio 800 Visitors 0.40 320.00 AVE/MAX 320 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES Conference Center - Peak Ratio 1200 Attendees 0.50 600.00 AVE/MAX 600 PARKING REQUIREMENT LAND USE AMOUNT RATE SPACES Beach - Peak Ratio 1 TGSF 120.00 120.00 AVE/MAX 120