Loading...
HomeMy WebLinkAboutPre-Publication Submittal - Trip Generation Statement dated 05-03-2021Kimley»>Horn May 3, 2021 Ms. Melissa Tapanes Llahues Bercow Radell Fernandez Larkin & Tapanes 200 S. Biscayne Boulevard, Suite 300 Miami, Florida 33131 Re: Sabal Palm Village at Flagler Trail fka Eastside Ridge Trip Generation Analysis Dear Ms. Tapanes Llahues: Kimley-Horn and Associates, Inc. has performed a trip generation analysis for the Sabal Palm Village at Flagler Trail formerly known as the Eastside Ridge redevelopment. The redevelopment is generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue to the west, and the Florida East Coast (FEC) Railway to the east in Miami, Florida. The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. A location map is provided in Attachment A. TRIP GENERATION ANALYSIS A trip generation analysis was conducted using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edition. The trip generation for the previously approved land uses was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), and LUC 310 (Hotel). The trip generation for the proposed land use was determined using LUC 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), LUC 310 (Hotel), and LUC 540 (Junior/Community College). Project trips were estimated for the weekday A.M. and P.M. peak hours of adjacent street. Consistent with the previously approved traffic study, a multimodal factor of 20 percent (20%) was applied to the trip generation calculations to account for the urban environment in which the project site is located. It is expected that employees, residents, guests, and students will choose to walk or use public transit to and from the proposed redevelopment. Detailed trip generation calculations are included in Attachment B. A portion of the trips generated by the redevelopment will be captured internally on the site. Internal capture trips were determined based upon values contained in ITE's Trip Generation Handbook, 3rd Edition. The expected internal capture rate for the previously approved redevelopment is 6.4 percent kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 i )> Horn Ms. Tapanes Llahues; May 3. 2021, Page 2 (6.4%) during the weekday A.M. peak hour and 26.9 percent (26.9%) during the weekday P.M. peak hour. The expected internal capture rate for the proposed redevelopment is 7.6 percent (7.6%) during the weekday A.M. peak hour and 24.6 percent (24.6%) during the weekday P.M. peak hour. As shown in Table 1, the proposed redevelopment represents a decrease of 80 net new A.M. peak hour trips and a decrease of 199 net new P.M. peak hour trips. Detailed trip generation calculations are included in Attachment B. Table 1: Trip Generation Summary Development Plan A.M. Peak Hour Trip Generation P.M. Peak Hour Trip Generation Previously Approved 1,320 1,616 Proposed 1,240 1,417 Net Change -80 -199 In conclusion, the proposed redevelopment results in a reduction in trips compared to the previously approved redevelopment plan. Therefore, in our opinion, no further analysis is required. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Adrian K. Dabkowski, P.E., PTOE Attachments K:\FTL_TPTO\043752001-Sabal Palm Village \correspondence\Trip Generation Statement.docx Q •r 's, i 78828 'i * Adrian K. Dabkowski, P.E., PTOE Florida Registration Number 78828 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, Florida 33324 Registry # 00000696 ley { 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 Attachment A NE 50th Terrace Kimley>>>Horn © 2021 Figure 1 Location Map Sabal Palm Village at Flagler Trail fka Eastside Ridge Miami, Florida Attachment B AM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Multifamily Housing (High -Rise) 10 222 3300 du 24% 76% 225 712 937 20.0% 187 180 570 750 2.1% 16 176 558 734 0.0% 0 176 558 734 2 General Office Building 10 710 300 ksf 86% 14% 265 43 308 20.0% 62 212 34 246 12.2% 30 192 24 216 0.0% 0 192 24 216 3 Shopping Center 10 820 500 ksf 62% 38% 249 153 402 20.0% 80 199 123 322 10.2% 33 178 111 289 0.0% 0 178 111 289 4 Hotel 10 310 240 room 59% 41% 68 47 115 20.0% 23 54 38 92 12.0% 11 54 27 81 0.0% 0 54 27 81 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 807 955 1,762 20.0% 352 645 765 1,410 6.4% 90 600 720 1,320 0.0% 0 600 720 1,320 222 710 820 310 Y=0.28*(X)+12.86 Y=0.94*(X)+26.49 Y=0.5*(X)+151.78 Y=0.5*(X)+-5.34 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 24% 76% 200 633 833 20.0% 167 160 506 666 2.3% 15 157 494 651 0.0% 0 157 494 651 2 General Office Building 10 710 168.011 ksf 86% 14% 158 26 184 20.0% 37 126 21 147 13.2% 18 114 15 129 0.0% 0 114 15 129 3 Shopping Center 10 820 296.297 ksf 62% 38% 186 114 300 20.0% 60 149 91 240 15.4% 37 124 79 203 0.0% 0 124 79 203 4 Hotel 10 310 400 room 59% 41% 115 80 195 20.0% 39 92 64 156 8.3% 13 92 51 143 0.0% 0 92 51 143 5 Junior/Community College 10 540 43.76 ksf 77% 23% 128 38 166 20.0% 33 103 30 133 13.2% 19 92 22 114 0.0% 0 92 22 114 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 787 891 1,678 20.0% 336 630 712 1,342 7.6% 102 579 661 1,240 0.0% 0 579 661 1,240 222 Y=0.28*(X)+12.86 710 Y=0.94*(X)+26.49 820 Y=0.5*(X)+151.78 310 Y=0.5*(X)+-5.34 540 LN(Y) = 0.72*LN(X)+2.39 K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -AM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -21 -59 -80 PM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Multifamily Housing (High -Rise) 10 222 3300 du 61% 39% 690 441 1,131 20.0% 226 552 353 905 31.8% 288 355 262 617 0.0% 0 355 262 617 2 General Office Building 10 710 300 ksf 16% 84% 52 271 323 20.0% 64 42 217 259 28.6% 74 15 170 185 0.0% 0 15 170 185 3 Shopping Center 10 820 500 ksf 48% 52% 858 930 1,788 20.0% 358 686 744 1,430 23.7% 339 564 527 1,091 34.0% 371 372 348 720 4 Hotel 10 310 240 room 51% 49% 79 75 154 20.0% 31 63 60 123 23.6% 29 44 50 94 0.0% 0 44 50 94 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,679 1,717 3,396 20.0% 679 1,343 1,374 2,717 26.9% 730 978 1,009 1,987 18.7% 371 786 830 1,616 222 Y=0.34*(X)+8.56 710 LN(Y) = 0.95*LN(X)+0.36 820 LN(Y) = 0.74*LN(X)+2.89 310 Y=0.75*(X)+-26.02 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 61% 39% 612 392 1,004 20.0% 201 489 314 803 25.3% 203 355 245 600 0.0% 0 355 245 600 2 General Office Building 10 710 168.011 ksf 16% 84% 30 156 186 20.0% 37 24 125 149 26.6% 37 14 98 112 0.0% 0 14 98 112 3 Shopping Center 10 820 296.297 ksf 48% 52% 583 631 1,214 20.0% 243 466 505 971 25.4% 247 379 345 724 34.0% 246 250 228 478 4 Hotel 10 310 400 room 51% 49% 140 134 274 20.0% 55 112 107 219 16.9% 37 84 98 182 0.0% 0 84 98 182 5 Junior/Community College 10 540 43.76 ksf 50% 50% 41 40 81 20.0% 16 33 32 65 26.6% 20 20 25 45 0.0% 0 20 25 45 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,406 1,353 2,759 20.0% 552 1,124 1,083 2,207 24.6% 544 852 811 1,663 14.8% 246 723 694 1,417 222 Y=0.34*(X)+8.56 710 LN(Y) = 0.95*LN(X)+0.36 820 LN(Y) = 0.74*LN(X)+2.89 310 Y=0.75*(X)+-26.02 540 Y=1.86(X) K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -PM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -63 -136 -199 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PREVIOUSLY APPROVED) I— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 212 34 42 217 Retail 199 123 686 744 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 180 570 552 353 Hotel 54 38 63 60 645 765 1,343 1,374 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 20 10 27 47 Retail 21 12 122 217 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 4 12 197 91 Hotel 0 11 19 10 45 45 365 365 OUTPUT Total % Reduction 6.4% 26.9% Office 12.2% 28.6% Retail 10.2% 23.7% Restaurant Cinema/Entertainment Residential 2.1% 31.8% Hotel 12.0% 23.6% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 192 24 15 170 Retail 178 111 564 527 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 176 558 355 262 Hotel 54 27 44 50 600 720 978 1,009 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) I— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 229 51 57 157 Retail 149 91 466 505 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 160 506 489 314 Hotel 92 64 112 107 630 712 1,124 1,083 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 14 23 34 Retail 25 12 87 160 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 3 12 134 69 Hotel 0 13 28 9 51 51 272 272 OUTPUT Total % Reduction 7.6% 24.6% Office 13.2% 26.6% Retail 15.4% 25.4% Restaurant Cinema/Entertainment Residential 2.3% 25.3% Hotel 8.3% 16.9% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 206 37 34 123 Retail 124 79 379 345 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 157 494 355 245 Hotel 92 51 84 98 579 661 852 811