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Response to Traffic Impact Analysis
Jackson M. Ahlstedt, P.E. TRANSPORTATION ENGINEERING 46 NW 94th STREET/MIAMI SHORES, FLORIDA 33150 /(3A5) 754.8695 September 15, 2004 Via E-mail Ms. Lilia I. Medina, Senior Planner City of Miami - Planning & Zoning Department 444 SW 2nd Avenue Miami, Florida 33130 Re: Premiere Towers MUSP Response to Traffic Impact Analysis Review Comments dated September 8, 2004_ Dear Ms. Medina: Please consider this my formal response to the comments contained in the letter, dated September 8, 2004, sent to you by Mr. Raj Shanmugam, P.E. The letter contains 5 key items. My response is as follows: 1.) Since the V/C ratios are all below 1.00, the project does not violate the adopted level of service standards. 2.) The project will comply with all TCMP requirements. 3.) The study does include all committed development traffic. In addition to the 5 projects identified in the reviewer's supporting memorandum, the analysis includes all undeveloped projects in Increment I of the Downtown DRI and Increment II of the downtown DRI. 4.) As stated in the report, existing and future transit trips were taken from the Downtown DRI. Project transit trips were assigned consistent with the vehicle trip assignment. The reviewer has found this acceptable and this item has been resolved. 5.) Copies of the data are attached to this letter. As far as I am concerned, this resolves this issue. In conclusion, I believe all five items contained in the review letter have been addressed. It is my understanding that by responding to the above referenced letter, I have adequately addressed the outstanding issues raised by the City's reviewer. Upon final review and approval all comments will be incorporated in a final bound traffic report. ti If you have any questions please do not hesitate to contact me. Sincerely, JACKSON M. AHLSTEDT, P.E. t..,‘,/cLee.•// kson M. Ahlstedt, P.E. Cc: Mr. Raj Shanmugam, P.E. attachments CORAL WAY & SW 1 AVENUE 11/04/03 SB WB NB EB PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL 07:00am 0 12 16 5 33 0 0 37 0 37 0 1 0 1 2 0 2 83 0 8E 07:15 am 0 14 9 9 32 0 0 50 2 52 0 3 0 0 3 0 12 130 0 142 07:30am 0 28 13 12 53 0 0 68 2 70 0 2 0 1 3 0 15 135 0 15C 07:45am 0 25 14 18 57 0 0 76 1 77 0 3 0 0 3 0 9 169 0 17E 08:00am 0 31 17 20 68 0 0 60 3 63 0 2 0 1 3 0 11 214 0 22E 08:15 am 0 73 20 16 109 0 0 81 5 86 0 9 0 4 13 0 7 244 1 252 08:30 am 0 28 11 23 62 0 0 94 4 98 0 1 0 7 8 0 8 256 0 264 08:45 am 0 36 15 30 81 0 0 83 2 85 0 3 0 3 6 0 7 264 0 271 TOTALS 0 247 115 133 495 0 0 549 19 568 0 24 0 17 41 0 71 1495 1 1567 PK HR 0 168 63 89 320 0 0 318 14 332 0 15 0 15 30 0 33 978 1 1012 PERCENT 52% 20% 28% 100% 0% 96% 4% 100% 50% 0% 50% 100% 3% 97% 0% 100% PHF 0.58 0.79 0.74 0.73 ?? 0.85 0.70 0.85 0.42 ?? 0.54 0.58 0.75 0.93 0.25 0.92 CORAL WAY & SW 1 AVENUE 11/04/03 SB WB NB EB PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL 04:00 pm 0 42 23 12 77 0 0 157 4 161 0 5 0 16 21 0 7 115 0 122 04:15 pm 0 47 17 15 79 0 0 131 7 138 0 4 0 11 15 0 9 90 0 9C. 04:30 pm 0 49 19 12 80 0 0 162 1 163 0 7 0 13 20 0 5 82 0 87 04:45 pm 0 57 33 12 102 0 0 164 6 170 0 4 0 17 21 0 9 86 1 9E 05:00 pm 0 86 29 12 127 0 0 280 1 281 0 7 0 20 27 0 12 102 0 114 05:15 pm 0 72 24 21 117 0 0 245 2 247 0 3 0 28 31 0 14 103 0 117 05:30 pm 0 76 31 11 118 0 0 247 3 250 0 1 0 18 19 0 8 112 0 12C 05:45 prn 0 56 36 9 101 0 0 216 7 223 0 9 0 12 21 0 13 112 0 12E. TOTALS 0 485 212 104 801 0 0 1602 31 1633 0 40 0 135 175 0 77 802 1 880 PK HR 0 290 120 53 463 0 0 988 13 1001 0 20 0 78 98 0 47 429 0 476 'ERCENT 63% 26% 11% 100% 0% 99% 1% 100% 20% 0% 80% 100% 10% 90% 0% 100% PHF 0.84 0.83 0.63 0.91 ?? 0.88 0.46 089 0.56 ?? 0.70 0.79 0.84 0.96 ?? 0.95 CORAL WAY & MIAMI AVENUE 11/05/03 SB WB NB EB PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL 07:00 am 0 2 7 2 11 0 15 39 2 56 0 0 30 1 31 0 13 62 17 92 07:15 am 0 5 11 1 17 0 12 35 5 52 0 1 32 2 35 0 3 86 38 127 07:30 am 0 5 5 4 14 0 13 50 0 63 0 3 33 5 41 0 9 95 26 130 07:45 am 0 2 8 3 13 0 17 52 2 71 0 2 47 4 53 0 12 134 47 193 08:00 am 0 5 21 5 31 0 27 61 0 88 0 10 54 5 69 0 10 139 69 218 08:15 am 0 7 11 5 23 0 26 73 0 99 0 10 63 5 78 0 12 183 76 271 08:30 am 0 9 12 5 26 0 21 78 3 102 0 19 90 2 111 0 12 202 86 30C 08:45 am 0 1 15 8 24 0 23 80 2 105 0 12 90 7 109 0 10 222 87 319 \TOTALS 0 36 90 33 159 0 154 468 14 636 0 57 439 31 527 0 81 1123 446 165C PK H R 0 22 59 23 104 0 97 292 5 394 0 51 297 19 367 0 44 746 318 1108 PERCENT 21% 57% 22% 100% 25% 74% 1% 100% 14% 81% 5% 100% 4% 67% 29% 100% PHF 0.61 0.70 0.72 0.84 0.90 0.91 0.42 0.94 0.67 0.82 0.68 0.83 0.92 0.84 0.91 0.87 CORAL. WAY & MIAMI AVENUE 11/05/03 SB WB NB EB PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL PEDS RT T LTTOTAL 04:00 pm 0 18 21 5 44 0 21 133 4 158 0 7 31 7 45 0 7 83 24 114 04:15 pm 0 18 17 1 36 0 27 142 2 171 0 8 26 12 46 0 6 78 18 102 04:30 pm 0 24 16 4 44 0 31 128 2 161 0 11 18 13 42 0 10 79 32 121 04:45pm 0 25 13 3 41 0 23 149 4 176 0 6 20 14 40 0 12 80 23 115 05:00 pm 0 66 34 4 104 0 31 230 6 267 0 16 36 11 63 0 10 103 20 133 05:15 pm 0 47 33 3 83 0 25 246 2 273 0 7 40 16 63 0 9 101 24 134 05:30 pm 0 25 26 2 53 0 33 228 6 267 0 3 37 16 56 0 10 87 24 121 05:45 pm 0 24 27 3 54 0 42 157 6 205 0 4 24 10 38 0 9 106 24 139 TOTALS 0 247 187 25 '459 0 233 1413 32 1678 0 62 232 99 393 0 73 717 189 979 PK H R 0 162 120 12 294 0 131 861 20 1012 0 30 137 53 220 0 38 397 92 527 PERCENT 55% 41% 4% 100% 13% 85% 2% 100% 14% 62% 24% 100% 7'/0 75% 17% 100Y UHF 0.61 0.88 0.75 0.71 0.78 0.88 0.83 0.93 0,47 0.86 0.83 0.87 0.95 0.94 0.96 0.9 ,