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Home My WebLink AboutMULBERRY AND LEMAY CROSSINGS, 2ND FILING, HOME DEPOT - MAJOR AMENDMENT - 36-96I/L - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYRocky Mountain Counts, L.L.C. 1106 Cherry Ct. Ft. Lupton, CO 80621 Phone (303) 641-0445 Fax (303) 857-9191 r-miiry Printvi_I I. hifh l File Name : mullemam Site Code : 00000000 Start Date : 10/07/2003 Page No : 1 LE3tMAY AVE MULBERRY ST LEMAY AVE MULBERRY ST Southbound Westbound Northbound Eastbound Start I Left Thr Rig I Ped ( App. I Left ft I Thr R�yg Ped APP- Left Thr Rig Ped I App. ( Left Thr I Rig Ped App. Int Time u ht s Total u ht s Total u ht s Total u ht s Toil Total Factor 1.0 1.0 I 1.0 1.0 1.0 LO 1.0 1.0 1.0 LO 1.0 1.0 1.01 1.0 1.0 1.0 07:00 AM 22 88 13 1 124I 25 139 14 0 1711 0 40 54 2 961 12 112 6 4 134 532 07:15 AM 26 111 22 0 159 57 217 13 0 287 0 84 92 0 1751 12 167 1 2 182 804 07:30 AM 32 143 22 0 197 70 253 29 1 363 3 73 82 1 159I 17 159 5 1 182 901 07:45 AM 56 149 19 2 226 89 245 43 0 377 2 108 94 1 205 22 168 7 2 199 1007 Total 136 491 76 3 7061241 864 99 1 12051 5 305 322 4 6361 63 606 19 9 6971 3244 08:00 AM 22 131 22 2 177 67 182 29 0 278 5 79 89 1 1741 19 140 6 0 155 794 08:15 AM 30 107 15 0 152 69 186 33 1 289 3 93 69 0 1651 15 98 12 0 125 731 08:30 AM 23 120 19 2 164 68 198 27 1 294 2 82 72 2 158 15 118 3 0 136 752 08:45 AM 34 98 28 1 161 60 208 24 0 292 4 103 82 1 190 29 120 4 1 154 797 Total 109 456 84 5 6541264 T74 113 2 11531 14 357 312 4 6871 78 476 25 1 590 3074 Grand 245 947 160 8 1360 505 1638 212 3 2358 19 662 634 8 1323 141 108 44 10 1277 6318 Total 2 %{PPr� % 18. 69. 11 0.6 21. 69. 9.0 O.i 1.4 5o. 47 0.6 11. 84_ 3.4 0.8 0 6 8 4 5 0 9 0 7 Total % 3.9 15 2-5 O.i 21.5 8.0 25 3.4 0.0 37.3 03 10. 10. 0.1 2D_9 22 17 0.7 02 202 9 5 0 1 MAY A Out In Total 1015 13® 1 2175 1601 9471 2451 8, Right Thru left P'hs hj I LO 0 ~� tV No th 21 �t O(7/2003 -00.= �1a7RW3 �4590 P.N m'iQ'1t _� let Umtvlted alp, �� LJ a al `f- m Left lhru RigrtPam 191 6621 5341 a 1496 13231 N191 Out in Tctal IEMAY AVE Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Phone (303) 641-0445 Fax (303) 857-9191 File Name : LEMULPM Site Code : 00000000 Start Date : 10/07/2003 Page No : 2 LEMAY AVE MULBERRY ST L 3AAY AVE ) MULBERRY ST Southbound Westbound Northbound !II Eastbound Start Time Left Thru Right Left Thra Right Topl Left Thru i Right E Left Thru Right I To�- T� Toil reaK pour rmm u4Uu rm m w:4a rm - re K I ui I Intersection 04:45 PM Volume 174 625 180 979 405 840 135 1380 48 689 444 Percent 17.8 63.8 18.4 29.3 60.9 9.8 4.1 58.3 37.6 05:15 49 189 47 285 93 222 35 350 12 180 115 Volume Peak Factor High Int 05:15 PM 04:45 PM 05.00 PM Volume 49 183 47 285 101 220 32 353 7 190 110 Peak Factor 0.859 0.977 Int Total 1181I 197 702 6 905 4445 21.8 77.6 0.7 307 51 211 1 263 1205 0.922 05:15 PM 307 51 211 1 263 0.962 I 0.8601 LEMAY AVE OId In Tad( 1021 979 180 6251 174 R*2 Trwu Led 1 4 � I O to o_y Marth L-S � o J uJ F� Or72003 4:45SD PM I1d720113 $:701n PM _ r o ¢1 ;Urafufted �a v s i r Led TMu Rlgft F-481 6891 Gt In Tadr L-EMAY AVE Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Phone (303) 641-0445 Fax (303) 857-9191 File Name : LEMULPM Site Code : 00000000 Start Date : 10/07/2003 Page No :I LEMAY AVE MULBERRY ST LEIMAY AVE MULBERRY ST Southbound Westbound Northbound Eastbound StaRTme Left Thru Rght AppLeft Thru Right "P' Left Thou Right' Left Thru t7ght InL Total Total Total Total Total Factor 1.01 1.0 1 1.0 1.0 1.0 1.01 1.0 1.0 1.01 1.0 04:00 PM 49 161 37 247 84 196 25 305 3 168 143 314 52 146 3 201 1067 04:15 PM 38 132 55 225 85 190 29 304 7 151 101 259 52 180 2 234 1022 0430 PM 38 99 41 178 79 228 42 349 4 135 109 2411 45 175 1 221 996 04:45 PM 4d 150 39 232 101 220 32 353 21 156 105 282 43 172 1 216 1084 Total 169 542 172 8831 349 834 123 13111 35 610 458 11031 192 673 7 8721 4169 05:00 PM 41 149 53 243 1111 1911 30 347I 7 190 110 307 55 171 2 2211I 1125 05:15 PM 49 189 47 28S 93 222 35 350 12 180 115 307 51 211 1 263 1205 05:30 PM 40 137 41 218 93 199 38 330 8 163 114 285 48 148 2 198 1031 05:45 PM 41 135 36 212 97 208 35 340 2 167 85 254 49 124 1 174 980 Total 171 610 177 9581 401 828 138 13671 29 700 424 11531 203 654 6 863 1 4341 Grand Total 340 1152 349 1841 750 1662 266 2678 64 1310 882 2256 395 1327 13 1735 8510 A 18.5 14.01 23.0 2.8 15.4 Total % 4 0 13 5 21.6 8.8 119.5 3.1 31.51 0.8 0.4 26.5 4.6 15.6 02 20.4 Ott In Taal ,9 1 MI2 3l4 ,tSZ 340 Right TMu Left 4-1 I 4 Q O F lw F' 0`7R0015:45.00 PM N m r 09 4, T r Lmdt 1twu I ,915 OtII In Taal FMAY AVE Rocky Mountain Counts, LLC. 1106 Cherry Ct Ft. Lupton, CO 80621 Phone (303) 641-0445 Fax (303) 857-9191 File Name : muliemam Site Code : 00000000 Start Date : 10/07/2003 Page No :2 LEMAY AVE MULBERRY ST LEMAY AVE MULBERRY ST Southbound Westbound Northbound I Eastbound Start Thr Rig Ped App. Thr lag Ped App. Thr Rig Ped App Thr Rig Ped App. Int Time Left u ht s Total Left u ht s Total Left u M s Total Left u M s Total Total reaK pour r"mm ui.uu ~ ro uo:� Intersecti 07:15 AM on Volume 136 534 85 4 759 Percent 17. 70. 11. 0.5 9 4 2 07:45 56 149 19 2 226 Volume Peak Factor High bit 07:45 AM Volume 56 149 19 2 226 Peak 0.84 Factor 0 a& I ul I 283 907 114 1 1305 21. 69. 8.7 0_1 7 5 89 245 43 0 377 07:45 AM 89 245 43 0 377 0.86 5 10 344 357 3 714I 1.4 4 - 50. 0.4 2 108 94 1 205 07.45 AM 2 108 94 1 205 0.87 1 70 634 19 5 728 9.5 87. 2.6 0.7 22 168 7 2 199 07:45 AM 22 168 7 2 199 0.91 5 LEMAY AVE Out In Tad ffi ! 5341 1361 4 R'gm Lhv Left Pees Y I 4 MZ� �•J �� J C_ riU}rl LJ J � fmV 1--i C O 7:t A3 AtA .o a(7rxmrSDo3 8'02t70 A/A � • � UnshrOaf ti • 4, i r Left T}tru Fels 101 344 Yi7 3 1 � 1 714 1-5-5 Out In Tad MAY AVE 3506 1007 0.870 0 NORTH S Mulb¢CJ ROCKY MOUNTAIN COUNTS, LLC. 1106 CHERRY COURT FT. LUPTON, CO 80621 PHONE (303) 641-0445 FAX (303) 857-9191 f='c 04'zp--" a SM p4 lJ T . r Q ff�cc�E p'1 6k. �),( Cy �- LQ "^G7 N Not to Scale Ty Street Figure 3 PROJECTED TOTAL TRAFFIC (Revised proposal) Year2003 PM Peak Hour lJ N Not to Scale ry Street Figure 2 EXISTING TRAFFIC Year2003 AM 1 PM Peak Hour Q N Not to Scale rry Street Figure 1 PREVIOUSLY PROJECTED TRAFFIC Year2004 PM Peak Hour Mr. Eric Brake, City of Fort Collins — 4 — October 24, 2003 We therefore respectfully submit that the traffic impacts identified in the existing traffic study are more conservative than the impacts associated with the revised site uses. Given the reduction in total traffic, our conclusions and recommendations with the 1999 traffic impact study would remain valid. Please feel free to contact me should further information or clarification be needed. c• ;a 35767 , Karl P. Packer, P.E. Transportation Engineer Attachments Mr. Eric Brake, City of Fort Collins — 3 — October 24, 2003 A comparison of the previous trip generation table to the revised trip generation table indicates a decrease in average daily (24-hour) traffic of 4,499 trips, or 22 percent. The AM peak hour trip generation decreases by 196 trips, or 22 percent, and the critical design PM peak hour trip generation decreases by 493 trips, or 28 percent. COMPARISION OF EXISTING PREVIOUSLY PROJECTED AND PROPOSED TRAFFIC AT MULBERRY / LEMAY Traffic counts were recently taken at the intersection of Mulberry and Lemay to compare to the traffic volumes predicted for Mulberry and Lemay by the 1999 TIS. The traffic counts are attached at the end of this letter. The attached Figure 1 is the orciected total traffic for 2004 taken from the 1999 traffic impact study. Figure 2 depicts the existing traffic based on the recent counts (2003). The existing counts were then added to the revised trip generation in Figure 3 utilizing distribution from the 1999 study. A tabled comparison of the PM peak hour approach volumes for 2004 is depicted below: Mulberry Street at Lemay Avenue Approach Volume Comparison: PM Peak Hour Projected total using Lane Group Existing Counts Projected 2004 total revised trip generation (2003) From 1999 TIS 2004 Eastbound 905 1176 953 Approach Westbound 1380 1660 1408 Approach Northbound 1181 1146 1229 Approach Southbound 979 1009 1087 Approach TOTAL 4,445 4,991 4,67 This comparison shows that the revised uses are projected to result in six percent less total traffic at this intersection than that projected in the 1999 study. Ms. Eric Brake, City of Fort Collins — 2 — October 24, 2003 Since 1999, a 194.5-thousand-square-foot (194.5 KSF) Wal-Mart (free-standing discount superstore) and a fast food restaurant have been constructed. Now, the development proposal for the vacant portions of this site include a Home Depot Store, and three retail pad sites. This revised trip generation is depicted in the following table, and includes a correction for the size of the constructed Wal-Mart: TABLE 2 REVISED USE TRIP GENERATION SUMMARY TRIP GENERATION RATES 24 AM PEAK HOUR PM PEAK HOUR ITE ENTER EXIT TOTAL ENTER EXIT TOTAL CODE LAND USE UNIT HOUR 813 Wal-Mart KSF 46.96 0.9384 0.9016 1.84 1.8718 1.9482 3.82 814 Specialty Retail KSF 40.67 1.1137 1.4763 2.59 834 Fast Food with Drive KSF 496.12 25.4286 24.4314 49.86 17.4096 16.0704 33.48 Through 862 Home Depot KSF 35.05 0.7992 0,6808 1.48 1.3489 1.5211 2.87 TOTAL TRIPS GENERATED 24 AM PEAK HOUR PM PEAK HOUR ITE ENTER EXIT TOTAL ENTER EXIT TOTAL CODE LAND USE SIZE HOUR EXISTING LAND -USES 813 Wal-Mart 194.5 KSF 9,134 183 175 358 364 379 743 834 Fast Food with Drive 3.5 KSF 1,736 89 86 175 61 56 117 Through Existing Subtotal: 10,870 272 261 533 425 435 860 PROPOSED ADDED LAND USES 814 Specialty Retail 8 KSF 325 ' 9 12 21 814 Specialty Retail 8 KSF 325 9 12 21 814 Specialty Retail 8.5 KSF 346 ' 9 13 22 862 Home Depot 121.5 KSF 4,259 97 83 180 164 185 349 Proposed Subtotal: 5,255 97 83 180 191 222 413 Existing and Proposed Total: 16,125 369 344 713 616 657 1,273 Key: KSF = Thousand Square Feet Gross Floor Area ' = Negligable generation in AM peak hour due to nature of business as described in ITE 6th Ed. bowers & Krager, Inc. 24 October 2003 Mr. Eric Bracke, Traffic Engineer City of Fort Collins 626 Linden Street Fort Collins, Colorado 80524 970 221 6630 fax 221 6282 RE: Mulberry and Lemay Crossings - Traffic Impact Analysis Addendum Z.0reports 2001387 Letter report.doc Dear Eric: The purpose of this letter is to provide information and analysis that will demonstrate that the Mulberry and Lemay Crossings Traffic Impact Study, dated October of 1999, is still valid. TRIP GENERATION The Mulberry and Lemay Crossings Traffic Impact Study was most recently revised in October of 1999 and depicted the following uses and traffic generation; TABLE 1 PREVIOUS TRIP GENERATION - TIS October 1999 ITE AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL LAND USE SIZE CODE ADT Free -Standing Discount 272 KSF 813 12,752 254 245 499 508 528 1,036 Superstore Spedalty Retail Center 62 KSF 814 2,534 0 0 0 175 133 308 Free -Standing Discount 26 KSF 832 5,338 205 205 410 228 194 422 Store TOTALS 20,624 459 450 909 911 855 1,766 10 PERCENT REDUCTION 18,562 413 405 818 820 770 1,589 399 Lo3an Street, Suite ZIO Denver, (,o 3ozo3-315- T003)++05-zG2.6 F (003)++o-Oz7o