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Item 7A - Parking Generation Study For Life TimeLIFETIME- THE HEALTHY WAY OF LIFE COMPANY 2902 Corporate Place Chanhassen, MN 55317 952,9470000 lifetirnefitness.com PARKING GENERATION STUDY FOR LIFE TIME COVER LETTER Life Time has commissioned parking generation studies to ensure it is providing an appropriate supply of parking at its new and remodeled facilities. The proposed Southlake, TX Life Time has similar metrics to the existing, mature clubs that were studied. These metrics include the following: • Suburban locations • Club membership level • Club size (square footage) The analysis calculates proposed parking ratios for future Life Time facilities. Parking accumulation counts were conducted at the following facilities: • 25 Connell Drive Berkeley Heights, NJ 07922 • 6850 East Chauncey Lane Scottsdale, AZ 85054 • 5300 Old Orchard Rd Skokie, IL 60077 • 1 Westchester Park Drive Harrison, NY 10604 I CAN DO IT ALL IN MY LIFETIME LIFETIME- THE HEALTHY WAY OF LIFE COMPANY 2902 Corporate Place Chanhassen, MN 55317 952,9470000 lifetirnefitness.com PARKING GENERATION STUDY FOR LIFE TIME INTRODUCTION Life Time, in order to ensure it is providing an appropriate supply of parking at its new and remodeled facilities, periodically commissions parking studies at its existing, mature locations. These studies examine the facilities' parking generation over the course of typical weekday and weekend peak periods, in an effort to determine the parking generation characteristics of a Life Time center. These characteristics are then reviewed and used to calculate proposed parking ratios for future Life Time facilities. Below are the results and analysis of previous parking studies performed at existing clubs that are similar in size and nature to what Life Time is currently proposing. STUDY LOCATIONS Parking accumulation counts were conducted at the following facilities: • 25 Connell Drive Berkeley Heights, NJ 07922 (Counts performed by Atlantic Traffic & Design Engineers, Inc. during the week of February 24, 2013) • 6850 East Chauncey Lane Scottsdale, AZ 85054 (Counts performed by Atlantic Traffic & Design Engineers, Inc. during the week of April 21, 2012) • 5300 Old Orchard Rd Skokie, IL 60077 (Counts performed by Manhard Consulting, LTD. during the week of July 18, 2015) • 1 Westchester Park Drive Harrison, NY 10604 (Counts performed by Atlantic Traffic & Design Engineers, Inc. during the week of July 18, 2015) I CAN DO IT ALL IN MY LIFETIME LIFETIME- THE HEALTHY WAY OF LIFE COMPANY 11111101 Appendix A provides site location maps of these respective facilities. Note, these facilities reside in similar settings with similar parking configurations to what Life Time is currently proposing. Table I summarizes the characteristics of the study facilities including the building size, parking supply and parking supply rate per 1,000 square feet of building area. DATA COLLECTION In efforts to examine the parking accumulation at the existing facilities, parking accumulation counts were conducted during typical weekday and weekend peak periods. The peak periods studied are summarize in Table Il. TABLE I LIFE TIME CENTER SITE CHARACTERISTICS Location Location Facility Size (SF) Parking Supply Parking Supply Rate (per 1,000 SF) Berkeley Heights 4:00 PM — 8:15 PM 112,110 591 5.27 Scottsdale 4:00 PM — 7:30 PM 108,500 541 4.99 Skokie 6:30 AM — 7:00 PM 108,890 523 4.80 Harrison 6:30 AM — 6:30 PM 1 136,510 1 694 5.08 DATA COLLECTION In efforts to examine the parking accumulation at the existing facilities, parking accumulation counts were conducted during typical weekday and weekend peak periods. The peak periods studied are summarize in Table Il. Depending on the consultant performing the counts, the exact methodology for counting varies. Some traffic consultants will manually count the cars in the parking lot with a team of counters on 15 -minute to 30 -minute intervals. Other traffic consultants prefer to count the vehicles in the parking lot at the beginning of the study period and then count the vehicles entering and exiting the parking lot during the 15 - minute to 30 -minute intervals to determine the change in the number of vehicles in the lot. This latter method allows the consultant to perform both parking and trip generation studies simultaneously with less labor. While the methodologies vary slightly, the accuracy of both methods is sufficient for the purpose of creating a guide as to the appropriate parking supply for future Life Time facilities. A summary of the parking accumulation data can be found in Appendix B. I CAN DO IT ALL IN MY LIFETIME Table II LIFE TIME CENTER STUDY PERIODS Location Weekday Weekend Berkeley Heights 4:00 PM — 8:15 PM 8:00 AM — 1:45 PM Scottsdale 4:00 PM — 7:30 PM 8:00 AM — 3:00 PM Skokie 6:30 AM — 7:00 PM 7:00 AM — 4:00 PM Harrison 6:30 AM — 6:30 PM 7:00 AM — 3:30 PM Depending on the consultant performing the counts, the exact methodology for counting varies. Some traffic consultants will manually count the cars in the parking lot with a team of counters on 15 -minute to 30 -minute intervals. Other traffic consultants prefer to count the vehicles in the parking lot at the beginning of the study period and then count the vehicles entering and exiting the parking lot during the 15 - minute to 30 -minute intervals to determine the change in the number of vehicles in the lot. This latter method allows the consultant to perform both parking and trip generation studies simultaneously with less labor. While the methodologies vary slightly, the accuracy of both methods is sufficient for the purpose of creating a guide as to the appropriate parking supply for future Life Time facilities. A summary of the parking accumulation data can be found in Appendix B. I CAN DO IT ALL IN MY LIFETIME LIFETIME- THE HEALTHY WAY OF LIFE COMPANY PARKING GENERATION ANALYSIS Table III summarizes the peak parking demand encountered at each facility during the study periods. TABLE III MAXIMUM PARKING ACCUMULATION RATES Per 1,000 SF of Facility) Location Weekday Peak Weekend Peak Maximum Rate Berkeley Heights 5.04 5.05 565 vehicles 566 vehicles 5.05 Scottsdale 4.26 4.18 4.26 462 vehicles 453 vehicles Skokie 4.19 3.72 4.19 456 vehicles 405 vehicles Harrison 4.32 4.16 590 vehicles 568 vehicles 4.32 Average Maximum Rate 4.46 CONCLUSIONS Based on the results of the parking accumulation counts conducted at existing facilities of similar size and nature to the currently proposed facility, the average maximum observed peak parking rate was 4.46 vehicles per 1,000 square feet of facility area. Consistent with typical industry standards, a 5% to 10% design factor should be applied to the average peak parking accumulation rate in an effort to provide a buffer of parking stalls to accommodate potential surges in demand and minimize vehicular circulation in the parking lot. A design range of 4.68 and 4.91 parking spaces per 1,000 square feet of facility area is recommended as a basis for projecting typical peak parking requirements at similar Life Time facilities. Justin Schmidt, PE MN License No. 49174 November 26, 2019 I CAN DO IT ALL IN MY LIFETIME LIFETIME- THE HEALTHY WAY OF LIFE COMPANY Appendix A Site Location Maps • 25 Cornell Drive Berkeley Heights, NJ 07922 • 6850 East Chauncey Lane Scottsdale, AZ 85054 • 5300 Old Orchard Rd Skokie, IL 60077 • 1 Westchester Park Drive Harrison, NY 10604 I CAN DO IT ALL IN MY LIFETIME It ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Figure 1 LIFE TIME FITNESS CENTER SITE LOCATION MAP PHOENIX (SCOTTSDALE), AZ TRAFFIC & TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS N C° E AwAr So�ttsdlnle yat ParadlF_ 6aker)r & Cafe €x, �� Ctrmps�un�i Elep ham i�ulkark B.Yo B�U�I hair ie�khause T1 5 Sort fauthafl[F E Mayo Blvd E Mayo IBW SPprlirtg rapids m a iGornnn Biew.hp 1 Drem-ry ri4trrrr Z r8 +. it .7 4mr C :ZF mll Tim e CL Fdmms SITE Jaum�Eyl Ln MINI hJ" E Chauncey ILn g amttsdale ca IN 0 y a 7 c _ a Print& --A Dr 0 m aD 77 • Man dMaCd'N)191 Cnnnla- Fri TRAFFIC & TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS Ark 4 iOhio ti w' i h i ,_W ' F. W -Aim #� P ry kc �r S 3 1 � wi �4 '4 �yy .� AP k (:� ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. EXISTING LIFE TIME FITNESS TOWN OF HARRISON WESTCHESTER COUNTY, NEW YORK O N•. 1 yry. 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R eY1ON5aeTTx.wA/xa �xxawAT HETNeaF xeFffLa PROJECT NAME LIFETIME FITNESS LIFETIME- THE HEALTHY WAY OF LIFE COMPANY Appendix B Parking Accumulation Count Data • 25 Cornell Drive Berkeley Heights, NJ • 6850 East Chauncey Lane Scottsdale, AZ 85054 • 5300 Old Orchard Rd Skokie, IL 60077 • 1 Westchester Park Drive Harrison, NY 10604 I CAN DO IT ALL IN MY LIFETIME ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Existing Life Time Fitness Center 25 Connell Drive Berkeley Heights, New Jersey ATDE Project No. AJ13025 Building Size 112,110 SF Tuesday, February 26, 2013 Weekday Evening Peak Period (4:00 PM to 8:30PM) Start Time Total Parked Vehicles 4:00 PM 277 4:15 PM 284 4:30 PM 283 4:45 PM 296 5:00 PM 345 5:15 PM 377 5:30 PM 413 5:45 PM 452 6:00 PM 521 6:15 PM 537 6:30 PM 559 6:45 PM 565 7:00 PM 537 7:15 PM 511 7:30 PM 500 7:45 PM 447 8:00 PM 426 8:15 PM 359 Maximum Parked Vehicles* 565 Available Parking Stalls 591 Parking Stall Occupancy 96% * Based on overall development maximum total 15 -minute interval parking accumulation. Maximum Parking Occupancy - 565 vehicles (96%) Parking Occupancy Rate - 5.04 vehicles per 1,000 SF 35 Technology Drive Warren, NJ 07059 908.769.5588 fax 908.769.7733 atde@atlantictraffic.com TRAFFIC TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS www.atlantictraffic.com ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Existing Life Time Fitness Center 25 Connell Drive Berkeley Heights, New Jersey ATDE Project No. AJ13025 Building Size 112,110 SF Saturday, March 02, 2013 Weekend Peak Period (8:00 AM - 2:00 PM) Start Time Total Parked Vehicles 8:00 AM 365 8:15 AM 398 8:30 AM 375 8:45 AM 384 9:00 AM 460 9:15 AM 476 9:30 AM 509 9:45 AM 535 10:00 AM 566 10:15 AM 523 10:30 AM 498 10:45 AM 494 11:00 AM 465 11:15 AM 421 11:30 AM 391 11:45 AM 386 12:00 PM 399 12:15 PM 420 12:30 PM 373 12:45 PM 364 1:00 PM 351 1:15 PM 339 1:30 PM 311 1:45 PM 293 Maximum Parked Vehicles* 566 Available Parking Stalls 591 Parking Stall Occupancy 96% * Based on overall development maximum total 15 -minute interval parking accumulation. Maximum Parking Occupancy - 566 vehicles (96%) Parking Occupancy Rate - 5.05 vehicles per 1,000 SF 35 Technology Drive Warren, NJ 07059 908.769.5588 fax 908.769.7733 atde@atlantictraffic.com TRAFFIC TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS www.atlantictraffic.com ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Existing Life Time Fitness Center 25 Connell Drive Berkeley Heights, New Jersey ATDE Project No. AJ13025 Building Size 112,110 SF Sunday, March 03, 2013 Weekend Peak Period (8:00 AM - 2:00 PM) Start Time Total Parked Vehicles 8:00 AM 159 8:15 AM 195 8:30 AM 243 8:45 AM 284 9:00 AM 338 9:15 AM 353 9:30 AM 377 9:45 AM 428 10:00 AM 469 10:15 AM 458 10:30 AM 457 10:45 AM 463 11:00 AM 461 11:15 AM 452 11:30 AM 451 11:45 AM 440 12:00 PM 403 12:15 PM 403 12:30 PM 392 12:45 PM 353 1:00 PM 336 1:15 PM 307 1:30 PM 201 1:45 PM 265 Maximum Parked Vehicles* 469 Available Parking Stalls 591 Parking Stall Occupancy 79% * Based on overall development maximum total 15 -minute interval parking accumulation. Maximum Parking Occupancy - 469 vehicles (79%) Parking Occupancy Rate - 4.18 vehicles per 1,000 SF 35 Technology Drive Warren, NJ 07059 908.769.5588 fax 908.769.7733 atde@atlantictraffic.com TRAFFIC TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS www.atlantictraffic.com Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Tuesday, April 24, 2012 Weekday Morning Peak Period (6:30 AM -11:00 AM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 6:45 AM 1 11 10 9 5 59 41 12 17 165 7:00 AM 2 11 13 9 5 53 59 13 14 179 7:15 AM 2 13 11 9 4 46 67 14 11 177 7:30 AM 2 16 9 8 4 1 51 82 16 14 202 7:45 AM 1 15 12 7 4 45 88 22 14 208 8:00 AM 4 21 14 7 3 39 87 23 11 209 8:15 AM 5 33 12 8 2 31 93 29 13 226 8:30 AM 2 39 13 9 2 44 98 32 14 253 8:45 AM 6 40 11 12 3 54 93 44 16 279 9:00 AM 3 44 9 14 6 64 1 91 40 1 21 292 9:15 AM 2 45 12 1 14 12 78 99 45 26 333 9:30 AM 9 45 12 13 9 76 109 53 33 359 9:45 AM 9 43 13 14 14 71 103 59 36 362 10:00 AM 8 42 14 13 12 68 106 69 34 366 10:15 AM 7 44 13 15 1 13 72 108 1 63 28 363 10:30 AM 8 44 12 12 15 76 107 66 1 31 371 10:45 AM 7 43 12 1 14 10 77 109 64 37 373 11:00 AM 6 40 11 14 9 74 106 88 29 377 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 377 541 70% 3.47 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Tuesday, April 24, 2012 Weekday Midday Peak Period (11:30 AM - 3:00 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked D Vehicles Per Section E F G H I Total Parked Vehicles 11:45 AM 3 21 11 14 11 61 96 39 21 277 12:00 PM 2 28 10 12 15 59 99 33 19 277 12:15 PM 5 32 14 12 13 57 90 33 21 277 12:30 PM 1 25 16 12 9 1 51 88 44 23 269 12:45 PM 4 33 13 13 10 64 98 42 24 301 1:00 PM 2 39 18 11 9 63 91 33 27 293 1:15 PM 2 42 16 12 10 60 104 30 18 294 1:30 PM 3 41 13 13 10 64 103 32 27 306 1:45 PM 2 32 11 10 11 66 106 54 24 316 2:00 PM 5 35 10 13 10 67 1 108 51 1 22 321 2:15 PM 2 33 1 14 1 11 8 61 111 45 26 311 2:30 PM 4 34 16 12 8 56 104 48 29 311 2:45 PM 1 29 12 11 6 51 101 50 38 299 3:00 PM 1 2 1 25 12 11 5 50 109 52 35 301 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 321 541 59% 2.96 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Tuesday, April 24, 2012 Weekday Evening Peak Period (4:00 PM - 7:30 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 4:15 PM 3 30 16 12 11 56 93 29 42 292 4:30 PM 2 33 14 13 14 58 98 39 44 315 4:45 PM 5 29 16 14 16 71 109 40 33 333 5:00 PM 4 32 13 12 16 69 101 48 37 332 5:15 PM 5 32 13 13 20 83 98 58 31 353 5:30 PM 4 42 12 14 19 84 107 58 30 370 5:45 PM 3 44 14 14 23 82 111 80 31 402 6:00 PM 5 39 13 13 23 84 109 89 47 422 6:15 PM 3 46 11 14 22 84 112 90 60 442 6:30 PM 9 45 13 12 21 82 1 112 99 1 53 446 6:45 PM 5 40 1 13 1 14 21 83 112 101 56 445 7:00 PM 7 44 13 14 20 81 101 107 55 442 7:15 PM 6 43 11 11 19 79 104 96 49 418 7:30 PM 1 6 1 39 11 9 19 76 101 94 41 402 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 446 541 82% 4.11 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Wednesday, April 25, 2012 Weekday Morning Peak Period (6:30 AM -11:00 AM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 6:45 AM 1 11 6 9 5 57 43 14 20 166 7:00 AM 2 10 9 10 7 50 42 11 18 159 7:15 AM 3 11 12 9 7 51 55 10 12 170 7:30 AM 3 9 11 9 6 1 42 61 13 14 168 7:45 AM 3 16 14 11 6 46 59 14 16 185 8:00 AM 2 15 13 10 5 48 66 21 10 190 8:15 AM 4 18 13 9 5 53 73 13 9 197 8:30 AM 4 21 12 16 8 59 77 17 11 225 8:45 AM 4 22 14 14 7 60 75 19 14 229 9:00 AM 4 42 12 14 8 66 1 76 22 1 14 258 9:15 AM 4 40 14 1 14 11 69 95 24 14 285 9:30 AM 4 30 16 14 19 74 93 44 17 311 9:45 AM 4 34 12 17 20 74 91 55 39 346 10:00 AM 4 41 16 16 17 81 94 65 37 371 10:15 AM 5 43 17 15 1 20 78 99 1 80 40 397 10:30 AM 5 42 12 17 19 80 101 98 1 49 423 10:45 AM 5 34 1 11 1 15 17 80 106 96 46 410 11:00 AM 5 30 10 14 15 76 111 84 46 391 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 423 541 78% 3.90 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Wednesday, April 25, 2012 Weekday Midday Peak Period (11:30 AM - 3:00 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked D Vehicles Per Section E F G H I Total Parked Vehicles 11:45 AM 5 15 9 12 14 69 85 23 29 261 12:00 PM 5 13 12 14 12 65 98 24 23 266 12:15 PM 4 18 11 13 13 64 90 25 22 260 12:30 PM 2 14 10 14 10 70 86 26 25 257 12:45 PM 3 13 14 13 9 73 81 25 24 255 1:00 PM 4 16 13 14 8 67 76 27 25 250 1:15 PM 4 18 13 12 10 65 70 24 25 241 1:30 PM 2 18 13 9 9 67 75 23 23 239 1:45 PM 3 22 12 10 9 55 78 23 20 232 2:00 PM 2 18 12 11 8 66 1 64 26 1 23 230 2:15 PM 2 18 1 9 1 10 7 60 68 28 21 223 2:30 PM 2 18 9 11 6 61 62 22 22 213 2:45 PM 2 16 11 12 7 58 66 28 19 219 3:00 PM 1 18 8 13 8 53 71 23 20 215 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 266 541 49% 2.45 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Wednesday, April 25, 2012 Weekday Evening Peak Period (4:00 PM - 7:30 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 4:15 PM 1 31 15 12 10 70 95 26 24 284 4:30 PM 1 32 14 13 11 74 82 42 32 301 4:45 PM 1 32 13 12 13 79 78 54 29 311 5:00 PM 2 34 13 11 16 81 86 66 31 340 5:15 PM 3 45 14 11 21 73 98 64 35 364 5:30 PM 2 42 12 13 18 80 93 67 41 368 5:45 PM 3 41 14 14 21 81 101 75 44 394 6:00 PM 4 32 13 12 22 81 94 91 51 400 6:15 PM 5 38 16 13 23 81 111 94 52 433 6:30 PM 4 30 14 12 19 78 1 106 111 63 437 6:45 PM 4 38 1 12 1 12 18 79 112 111 63 449 7:00 PM 5 47 14 12 19 80 111 111 63 462 7:15 PM 4 34 12 11 14 77 112 86 63 413 7:30 PM 1 4 1 29 12 10 14 75 107 84 58 393 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 462 541 85% 4.26 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Thursday, April 26, 2012 Weekday Morning Peak Period (6:30 AM -11:00 AM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 6:45 AM 1 8 7 9 5 57 50 11 20 168 7:00 AM 1 8 8 10 7 50 55 17 23 179 7:15 AM 2 11 11 9 7 51 54 20 22 187 7:30 AM 3 15 11 9 6 1 52 54 21 19 190 7:45 AM 3 18 11 11 6 51 65 11 21 197 8:00 AM 3 14 12 10 5 48 68 19 20 199 8:15 AM 3 18 14 9 5 53 75 18 14 209 8:30 AM 2 18 14 16 8 61 83 16 11 229 8:45 AM 4 22 15 14 7 70 82 23 14 251 9:00 AM 4 20 13 14 8 71 1 82 32 1 24 268 9:15 AM 4 24 16 1 14 11 79 93 37 29 307 9:30 AM 4 35 16 14 19 79 101 36 42 346 9:45 AM 3 33 15 17 20 84 101 45 49 367 10:00 AM 4 30 15 16 17 81 95 40 47 345 10:15 AM 4 32 14 15 1 20 78 105 1 53 40 361 10:30 AM 4 41 11 17 19 78 97 58 1 44 369 10:45 AM 4 41 11 1 15 17 77 101 70 46 382 11:00 AM 4 40 12 14 15 70 100 61 46 362 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 382 541 71% 3.52 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Thursday, April 26, 2012 Weekday Midday Peak Period (11:30 AM - 3:00 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked D Vehicles Per Section E F G H I Total Parked Vehicles 11:45 AM 3 39 11 12 14 69 99 43 29 319 12:00 PM 4 33 14 14 12 70 102 49 28 326 12:15 PM 4 33 14 13 13 64 106 48 27 322 12:30 PM 4 32 14 14 10 65 109 42 30 320 12:45 PM 4 30 14 13 9 65 105 48 29 317 1:00 PM 4 24 13 14 8 67 107 54 35 326 1:15 PM 5 32 13 12 10 60 111 58 35 336 1:30 PM 2 36 11 9 9 67 105 51 33 323 1:45 PM 3 23 12 10 9 65 104 51 40 317 2:00 PM 3 25 12 11 8 66 1 104 37 1 43 309 2:15 PM 3 31 1 13 1 10 7 60 102 39 31 296 2:30 PM 3 29 14 11 6 51 100 34 32 280 2:45 PM 3 31 14 12 7 48 86 29 29 259 3:00 PM 3 24 14 13 8 48 91 22 20 243 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 336 541 62% 3.10 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Thursday, April 26, 2012 Weekday Evening Peak Period (4:00 PM - 7:30 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 4:15 PM 2 28 14 12 10 70 88 21 24 269 4:30 PM 2 24 15 13 11 74 85 41 22 287 4:45 PM 1 41 13 12 13 79 82 41 29 311 5:00 PM 1 44 15 11 16 81 98 57 31 354 5:15 PM 1 40 13 11 21 83 109 69 35 382 5:30 PM 1 42 13 13 18 80 106 87 41 401 5:45 PM 2 39 14 14 21 81 103 92 54 420 6:00 PM 1 33 14 12 22 81 106 100 61 430 6:15 PM 1 30 14 13 23 81 111 104 62 439 6:30 PM 1 37 14 12 19 78 1 112 106 1 63 442 6:45 PM 1 35 1 15 1 12 18 74 110 98 59 422 7:00 PM 1 44 12 12 19 76 111 98 56 429 7:15 PM 0 41 14 11 13 69 104 76 54 382 7:30 PM 1 0 1 39 11 10 13 67 98 69 52 359 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 442 541 82% 4.07 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Parking Accumulation Count Summary Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Saturday, April 21, 2012 Saturday Peak Period (8:00 AM - 3:00 PM) ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 8:15 AM 8 34 11 11 2 52 87 19 17 241 8:30 AM 9 38 12 12 3 52 84 25 35 270 8:45 AM 9 35 13 13 3 59 82 45 32 291 9:00 AM 9 32 14 13 12 68 88 73 21 330 9:15 AM 9 37 15 15 18 73 91 58 41 357 9:30 AM 9 32 14 14 15 74 99 76 47 380 9:45 AM 8 46 14 15 23 80 101 70 49 406 10:00 AM 8 46 15 16 20 81 100 86 61 433 10:15 AM 8 46 13 16 22 80 110 97 61 453 10:30 AM 7 43 12 16 22 1 80 112 96 1 60 448 10:45 AM 7 44 14 1 14 22 79 111 100 60 451 11:00 AM 8 47 11 16 23 83 100 100 61 449 11:15 AM 6 46 14 14 21 83 111 94 56 445 11:30 AM 5 41 13 11 20 82 112 79 50 413 11:45 AM 4 44 14 10 17 80 96 78 52 395 12:00 PM 3 39 13 9 15 1 81 100 71 1 56 387 12:15 PM 2 34 12 1 13 15 78 98 82 51 385 12:30 PM 2 26 12 13 15 80 101 84 58 391 12:45 PM 1 35 12 11 17 73 96 79 50 1 374 1:00 PM 1 33 13 11 16 79 1 95 63 33 344 1:15 PM 1 32 13 10 14 71 96 64 43 344 1:30 PM 1 29 12 9 15 63 98 61 44 332 1:45 PM 1 25 12 12 12 70 91 53 41 317 2:00 PM 1 21 1 16 11 13 79 96 43 1 30 310 2:15 PM 1 20 13 12 14 76 97 46 37 316 2:30 PM 1 26 15 11 11 73 1 98 54 38 327 2:45 PM 0 33 11 11 1 13 81 92 53 39 333 3:00 PM 0 29 10 13 12 78 91 43 31 307 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 453 541 84% 4.18 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx Life Time Fitness Center 6850 East Chauncey Lane Phoenix (Scottsdale), Arizona ATDE Project No. AJ12054 Sunday, April 22, 2012 Sunday Peak Period (8:00 AM - 3:00 PM) Parking Accumulation Count Summary Vw ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC Time End A B C Parked Vehicles Per Section D E F G H I Total Parked Vehicles 8:15 AM 2 11 10 7 2 48 64 13 14 171 8:30 AM 3 11 10 8 2 45 66 14 14 173 8:45 AM 4 12 14 10 2 43 71 19 14 189 9:00 AM 4 16 13 11 3 1 44 69 17 13 190 9:15 AM 4 17 12 11 3 48 71 21 11 198 9:30 AM 4 19 12 13 2 44 73 13 11 191 9:45 AM 5 17 12 10 4 51 79 13 8 199 10:00 AM 5 17 12 11 4 52 84 21 14 220 10:15 AM 5 22 12 15 5 58 83 14 15 1 229 10:30 AM 6 21 12 14 5 1 62 84 30 13 247 10:45 AM 7 23 12 1 13 6 65 90 26 21 263 11:00 AM 5 22 12 13 9 61 87 33 20 262 11:15 AM 3 26 12 13 8 70 98 25 18 273 11:30 AM 2 24 11 13 9 63 80 32 19 253 11:45 AM 1 22 11 14 9 70 89 23 16 255 12:00 PM 2 29 11 13 8 71 88 23 14 259 12:15 PM 2 26 10 15 7 59 89 36 18 262 12:30 PM 1 26 10 14 8 61 87 35 22 264 12:45 PM 1 31 9 13 5 68 96 40 19 282 1:00 PM 1 24 12 13 8 69 97 36 17 277 1:15 PM 1 25 13 13 7 66 102 37 21 285 1:30 PM 0 34 12 12 9 68 94 43 21 293 1:45 PM 0 31 12 13 9 69 93 51 14 292 2:00 PM 0 27 11 15 8 66 99 46 22 294 2:15 PM 0 30 11 11 5 64 105 44 21 291 2:30 PM 0 29 11 12 7 62 98 45 22 286 2:45 PM 0 26 10 13 8 63 98 41 23 282 3:00 PM 1 0 1 29 10 1 9 1 9 67 1 97 1 34 1 18 273 Maximum Parked Vehicles* Available Parking Stalls Parking Stall Occupancy Parking Occupancy Rate (Per 1,000 SF) 294 541 54% 2.71 * Based on overall total maximum 15 -minute parking accumulation K:\2012\AJ12054\Traffic Data\Parking Accumulation Data\Phoenix, AZ\parking accumulation count summary.xlsx LIFE TIME Skokie, Illinois Parking Lot Count Total Parking Stalls Available Saturday, July 18, 2015 Utilization TIMF Care Cnuntad Parrvntnvv 6:30 AM 231 0% 7:00 AM 145 28% 7:30 AM 157 30% 8:00 AM 251 48% 8:30 AM 254 49% 9:00 AM 332 63% 9:30 AM 350 67% 10:00 AM 385 74% 10:30 AM 405 77% 11:00 AM 373 71% 11:30 AM 342 65% 12:00 PM 347 66% 12:30 PM 343 66% 1:00 PM 332 63% 1:30 PM 320 61% 2:00 PM 308 5951 2:30 PM 285 54% 3:00 PM 242 46% 3:30 PM 212 41% 4:00 PM 269 0% 523 Monday, July 20, 2015 Utilization TIMF Car. Cnuntnd Parrvntavv 6:30 AM 231 44% 7:00 AM 175 33% 7:30 AM 165 32% 8:00 AM 200 38% 8:30 AM 226 43% 9:00 AM 323 62% 9:30 AM 425 81% 10:00 AM 446 85% 10:30 AM 456 87% 11:00 AM 403 77% 11:30 AM 336 64% 12:00 PM 322 62% 12:30 PM 291 56% 1:00 PM 277 53% 1:30 PM 285 54% 2:00 PM 277 53% 2:30 PM 278 53% 3:00 PM 252 48% 3:30 PM 289 55% 4:00 PM 269 51% 4:30 PM 270 52% 5:00 PM 278 53% 5:30 PM 315 60% 6:00 PM 363 69% 6:30 PM 331 63% 7:00 PM 362 69% Manhard. C O N S U L T I N C Thursday, July 23, 2015 Utilization TIMF Car. Cnuntad Pnrrrntava 6:30 AM 110 21% 7:00 AM 166 32% 7:30 AM 170 33% 8:00 AM 192 37% 8:30 AM 213 41% 9:00 AM 273 52% 9:30 AM 317 61% 10:00 AM 408 78% 10:30 AM 407 78% 11:00 AM 391 75% 11:30 AM 348 67% 12:00 PM 315 60% 12:30 PM 302 58% 1:00 PM 282 54% 1:30 PM 253 48% 2:00 PM 266 51% 2:30 PM 249 48% 3:00 PM 251 48% 3:30 PM 243 46% 4:00 PM 238 46% 4:30 PM 251 48% 5:00 PM 280 54% 5:30 PM 283 54% 6:00 PM 321 61% 6:30 PM 335 64% 7:00 PM 313 60% ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Parking Accumulation Research 1 Westchester Park Drive Town of Harrison Westchester County, New York ATDE Project No. AJ15139 Parking Accumulation Count Summary Saturday Peak Period Saturday, July 18, 2015 35 Technology Drive Warren, NJ 07059 908.769.5588 fax 908.769.7733 atde@atlantictraffic.com Start Time A B C D E Parking Field Sections F G H I J K L Total 7:00 AM 7 5 39 2 1 10 4 1 0 1 0 0 70 7:30 AM 7 6 50 4 2 16 2 8 1 1 0 0 97 8:00 AM 9 9 58 25 2 42 16 20 1 1 0 0 183 8:30 AM 9 18 57 53 6 44 26 14 3 2 0 0 232 9:00 AM 16 22 58 59 8 44 37 26 3 3 0 0 276 9:30 AM 29 23 59 78 39 51 63 28 15 9 0 0 394 10:00 AM 38 21 58 78 45 51 76 46 62 15 0 0 490 10:30 AM 52 23 58 78 45 51 75 50 79 26 1 0 538 11:00 AM 63 23 59 78 45 51 76 50 81 32 10 0 568 11:30 AM 61 23 59 78 42 51 70 50 82 33 17 0 566 12:00 PM 59 22 59 77 43 49 75 30 63 29 14 0 520 12:30 PM 51 18 59 77 28 46 59 40 54 25 6 0 463 1:00 PM 47 16 59 76 37 38 65 42 42 1 20 3 0 445 1:30 PM 46 17 58 71 36 39 49 44 40 13 4 0 417 2:00 PM 43 19 59 70 30 47 55 27 29 13 1 0 393 2:30 PM 31 19 57 58 21 35 41 22 11 7 0 0 302 3:00 PM 26 18 58 49 20 39 34 20 13 8 1 0 286 3:30 PM 27 11 59 47 20 34 25 21 15 8 1 0 268 3:30 PM 57 24 59 58 28 38 18 26 22 10 2 0 342 Peak Parking Demand* 63 23 59 78 45 51 76 1 50 1 81 32 10 0 568 Parking Supply 91 25 59 78 45 52 76 50 83 34 19 82 694 Percent Occupancy 69% 92% 100% 100% 100% 98% 100% 100% 98% 94% 53% 0% 82% *Represents the maximum overall 30 -minute parking accumulation. Weekday Peak Period Tuesday, July 21, 2015 Start Time A B C D E Parking Field Sections F G H I J K L Total 6:30 AM 5 8 56 36 6 40 14 11 0 0 0 0 176 7:00 AM 6 15 58 44 7 45 29 9 6 0 0 0 219 7:30 AM 7 15 58 41 6 39 24 22 2 0 0 0 214 8:00 AM 10 23 58 41 9 35 23 18 2 1 0 0 220 8:30 AM 12 19 59 53 14 29 21 19 2 2 1 0 231 9:00 AM 17 20 59 60 18 43 29 38 9 3 1 0 297 9:30 AM 29 21 59 78 37 45 75 1 41 36 7 1 0 429 10:00 AM 49 20 59 77 45 50 76 43 66 15 1 0 501 10:30 AM 56 21 58 78 45 46 70 50 71 18 2 0 515 11:00 AM 56 24 59 76 42 44 60 41 54 17 2 0 475 11:30 AM 50 23 57 68 28 42 53 37 39 16 2 0 415 12:00 PM 54 25 58 61 31 45 51 34 34 15 3 0 411 12:30 PM 59 25 59 73 35 43 45 21 24 16 2 0 402 1:00 PM 58 24 59 76 26 50 38 43 17 11 1 0 403 1:30 PM 56 25 59 72 21 30 46 40 27 10 0 0 386 2:00 PM 58 25 58 57 22 45 34 22 30 8 1 0 360 2:30 PM 57 22 57 48 21 43 31 35 25 7 1 0 347 3:00 PM 60 23 59 58 27 44 27 22 25 11 2 0 358 3:30 PM 57 24 59 58 28 38 18 26 22 10 2 0 342 4:00 PM 57 23 59 74 32 44 25 25 21 11 2 0 373 4:30 PM 59 24 59 77 45 51 46 31 50 11 3 0 456 5:00 PM 63 24 59 78 43 43 50 48 42 11 3 0 464 5:30 PM 58 23 59 78 44 51 76 50 62 14 2 0 517 6:00 PM 57 23 59 78 45 48 74 50 76 27 6 0 543 6:30 PM 55 22 59 78 45 49 76 50 78 28 11 0 551 Peak Parking Demand* 55 22 59 78 45 49 76 50 78 28 11 0 551 Parking Supply 91 25 59 78 45 52 76 50 83 34 19 82 694 Percent Occupancy 60% 88% 1 100% 1 100% 100% 94% 1000K 100% 94% 82% 58% 0% 79% *Represents the maximum overall 30 -minute parking accumulation. TRAFFIC TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS www.atlantictraffic.com ATLANTIC TRAFFIC & DESIGN ENGINEERS, INC. Parking Accumulation Research 1 Westchester Park Drive Town of Harrison Westchester County, New York ATDE Project No. AJ15139 Parking Accumulation Count Summary Weekday Peak Period Wednesday, July 22, 2015 35 Technology Drive Warren, NJ 07059 908.769.5588 fax 908.769.7733 atde@atlantictraffic.com Start Time A B C D E Parking Field Sections F G H I 1 K L Total 6:30 AM 4 14 57 40 3 45 10 1 0 1 0 0 175 7:00 AM 4 18 55 39 5 40 15 2 0 1 0 0 179 7:30 AM 6 22 50 28 8 38 18 11 0 2 0 0 183 8:00 AM 5 20 56 28 7 33 10 15 0 2 0 0 176 8:30 AM 9 21 59 44 7 40 12 16 1 2 0 0 211 9:00 AM 20 25 57 62 18 45 35 27 6 4 1 0 300 9:30 AM 33 25 59 1 76 35 49 54 27 10 4 3 0 375 10:00 AM 51 25 59 78 45 50 76 47 56 14 3 0 504 10:30 AM 56 23 59 78 45 52 75 47 60 17 3 0 515 11:00 AM 66 23 58 78 43 51 62 44 52 19 2 0 498 11:30 AM 66 24 59 70 41 49 56 41 42 19 1 0 468 12:00 PM 68 25 59 76 41 47 53 41 33 12 1 0 456 12:30 PM 62 25 59 77 42 49 74 39 42 16 1 0 486 1:00 PM 63 25 59 78 43 52 75 44 52 19 2 0 512 1:30 PM 66 25 59 76 38 52 70 41 42 16 4 0 489 2:00 PM 69 25 59 73 32 51 71 43 36 16 3 0 478 2:30 PM 68 25 59 78 35 47 69 36 32 15 4 0 468 3:00 PM 73 25 58 76 33 49 69 34 29 12 2 0 460 3:30 PM 71 25 59 76 39 46 63 31 24 13 2 0 449 4:00 PM 67 23 58 74 36 47 64 37 23 15 1 0 445 4:30 PM 64 23 59 78 42 47 70 36 25 14 1 0 459 5:00 PM 61 24 59 78 44 45 76 46 1 54 17 1 1 0 505 5:30 PM 65 23 59 78 45 47 75 49 83 33 14 1 572 6:00 PM 74 24 59 78 43 47 74 49 83 34 19 6 590 6:30 PM 72 25 59 78 43 45 65 46 78 33 19 8 571 Peak Parking Demand* 74 24 59 78 43 47 74 49 83 34 19 6 590 Parking Supply 91 25 59 78 45 52 76 50 83 34 19 82 694 Percent Occupancy 81% 96% 100% 100% 96% 90% 97% 98% 100% 100% 1 100% 7% 1 85% *Represents the maximum overall 30 -minute parking accumulation. TRAFFIC TRANSPORTATION ENGINEERING, SITE PLANNING & ROADWAY DESIGN CONSULTANTS www.atlantictraffic.com