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Home My WebLink AboutPROSPECT INDUSTRIAL PARK, LOT 32, MIDPOINT SELF-STORAGE - PDP - 28-98B - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYHCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Site Access/ Midpint Drive analyst: short term total pm peak hour Project No.: 00134 Date: 9/11/00 East/West Street: Midpoint Drive North/South Street: Site Access Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustment Approach Eastbound Movement 1 2 3 14 L T R L Westbound 5 6 T R 'Jolume 15 5 10 15 Hourly Flow Rate, HFR 15 5 10 15 Percent Heavy Vehicles -- -- 0 -- -- Median Type Undivided RT Channelized? manes 1 0 0 1 onfiguration TR LT 7pstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 5 10 Hourly Flow Rate, HFR 5 10 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 :dedian Storage 1 Flared Approach: Exists? Nor�fl Storage PT Channelized? 1 r* 2000 manes 0 0 �` OCT -onfiguration LR - s� �u �'j.. zLn Delay, Queue Length, and Level of Service approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 mane Config LT ILR (vph) 10 15 �(m) (vph) 1609 1026 V/c 0.01 0.01 95% queue length 0.00 0.00 -ontrol Delay 7.3 8.6 lOS A A Uht Approach Delay 8.6 J1i A Approach LOS `♦ t `, 4. HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY ntersection: Timberline Road/ Midpoint Driv aalyst: Short Term Total AM Peak roject No.: 00134 ate: 9/11/00 ast/West Street: Midpoint Drive orth/South Street: Timberline Road ntersection Orientation: NS Study period (hrs): 0.25 ajor Street: Vehicle Volumes and Adjustments Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R plume ourly Flow Rate, HFR ercent Heavy Vehicles =dian Type Undivided Channelized? anes Dnfiguration Dstream Signal? 865 300 810 910 315 852 No 1 1 1 T R T No No inor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R -Dlume burly Flow Rate, HFR ercent Heavy Vehicles =_rcent Grade (�) =_dian Storage 1 _ared Approach: Exists? Storage 7 Channelized? Ines Dnfiguration 50 52 0 0 0 N Delay, Queue Length, and Level of Service pproach NB SB Westbound Eastbound :)vement 1 4 7 8 9 10 11 12 3ne Config R (vph) 52 (m) (vph) 336 !c 0.15 5% queue length 0.53 Dntrol Delay 17.7 JS C pproach Delay 17.7 pproach LOS C HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY :ntersection: Timberline Road/ Midpoint Driv _nalyst: Short Term Background PM Peak _)roject No.: 00134 )ate: 9/11/00 :ast/West Street: Midpoint Drive ;orth/South Street: Timberline Road :ntersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments lajor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R 7olume 865 50 1155 Hourly Flow Rate, HFR 910 52 1215 -)ercent Heavy Vehicles -- -- -- -- edian Type Undivided '_T Channelized? No :anes 1 1 1 'onfiguration T R T ;pstream Signal? No No iinor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R %olume 80 .ourly Flow Rate, HFR 84 ?ercent Heavy Vehicles 0 percent Grade (%) 0 0 ?edian Storage 1 ,lared Approach: Exists? Storage 2T Channelized? No :anes 1 .onfiguration R Delay, Queue Length, and Level of Service ,pproach NB SB Westbound Eastbound ?ovement 1 4 7 8 9 10 11 12 .ane Config R (iph) 84 :(m) (vph) 336 V/c 0.25 95% queue length 1.01 ontrol Delay 19.2 SOS C approach Delay 19.2 approach LOS C HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY =ntersection: Timberline Road/ Midpoint Driv -zalyst: Short Term Background AM Peak project No.: 00134 :ate: 9/11/00 ast/West Street: Midpoint Drive Borth/South Street: Timberline Road =ntersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments iajor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R iolume ourly Flow Rate, HFR percent Heavy Vehicles Median Type Undivided '.T Channelized? :anes 'onfiguration pstream Signal? Iinor Street: Approach Movement plume ourly Flow Rate, HFR ercent Heavy Vehicles lercent Grade (%) iedian Storage 1 'lared Approach: Exists? Storage 'IT Channelized? anes .onfiguration _pproach l ovement pane Config (vph) (m) (vph) 7/c 5% queue length .ontrol Delay :OS ;_pproach Delay .pproach LOS 865 300 810 910 315 852 No 1 1 1 T R T No No Westbound 7 8 9 L T R N N 45 47 0 No Eastbound 10 11 12 L T R J] lay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 7 8 9 10 11 12 R 17.4 C 47 336 0.14 0.46 17.4 C HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Timberline Road/ Midpoint Driv Analyst: existing pm peakhour Project No.: 00134 Date: 9/11/00 East/West Street: Midpoint Drive North/South Street: Timberline Road Intersection Orientation: NS Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Northbound Movement 1 2 3 4 L T R L Vo 1 ume :sourly Flow Rate, HFR Percent Heavy Vehicles Median Type Undivided RT Channelized? manes :onfiguration 7pstream Signal? Southbound 5' 6 T R 785 75 1050 826 78 1105 No 1 1 1 T R T No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Jo 1 ume 75 Hourly Flow Rate, HFR 78 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 :Median Storage 1 Flared Approach: Exists? Storage RT Channelized? No manes 1 -onfiguration R Delay, Queue Length, and Level of Service approach NB SB Westbound Eastbound .Movement 1 4 17 8 9 10 11 12 mane Config R 7 (vph) 78 _�(m) (vph) 375 J/c 0.21 95% queue length 0.81 -ontrol Delay 17.1 SOS C Approach Delay 17.1 Approach LOS C HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY intersection: Timberline Road/ Midpoint Driv Analyst: existing am peak hour Project No.: 00134 Date: 9/11/00 East/West Street: Midpoint Drive North/South Street: Timberline Road Intersection Orientation: NS Study period (hrs) Vehicle Volumes and Adjustments 0.25 Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 785 275 735 Hourly Flow Rate, HFR 826 289 773 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized? No Lanes 1 1 1 Configuration T R T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12. L T R L T R Volume 40 Hourly Flow Rate, HFR 42 Percent Heavy Vehicles 0 Percent Grade 0 0 Median Storage 1 Flared Approach: Exists? Storage RT Channelized? No Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config R v (vph) 42 C(m) (vph) 375 v/c 0.11 95% queue length 0.33 Control Delay 15.8 LOS C Approach Delay 15.8 Approach LOS C Timberline Road/ Midpoint Drive HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY ntersection: Sharp Point Drive/ Prospect Ro nalyst: Short Term Total PM Peak - ject No.: 00134 ate: 9/11/00 ast/West Street: Prospect Road orth/South Street: Sharp Point Drive ntersection Orientation: EW Study period (hrs): 0.25 .ajor Street: Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 25 1040 50 20 805 5 sourly Flow Rate, HFR 26 1094 52 21 847 5 ercent Heavy Vehicles 2 -- -- 2 -- -- edian Type Undivided T Channelized? No No ernes 1 1 1 1 1 1 onfiguration L T R L T R _ostream Signal? No No inor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume 105 5 100 25 5 75 curly Flow Rate, HFR 110 5 105 26 5 78 'ercent Heavy Vehicles 2 2 2 2 2 2 ercent Grade (%) 0 0 edian Storage 1 lared Approach: Exists? No No Storage T Channelized? ernes 1 1 0 1 1 0 onfiguration L TR L TR pproach ovement ane Config lay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 7 8 9 I 10 11 12 L L L TR L TR (vph) 26 21 110 110 26 83 (m) (vph) 787 610 27 221 19 261 -/c 0.03 0.03 4.07 0.50 1.37 0.32 5% queue length 0.00 0.00 11.11 2.38 2.29 1.33 ontrol Delay 9.7 11.1 36.4 628.9 25.1 OS A B E F D _pproach Delay 169.1 _a-oroach LOS F HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY :ntersection: Sharp Point Drive/ Prospect Ro nalyst: Short Term Total AM Peak roject No.: 00134 %ate: 9/11/00 'ast/West Street: Prospect Road forth/South Street: Sharp Point Drive :ntersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R iolume 10 600 295 150 915 35 -7ourly Flow Rate, HFR 10 631 310 157 963 36 percent Heavy Vehicles 2 -- -- 2 -- -- tedian Type Undivided '.T Channelized? No No :anes 1 1 1 1 1 1 onfiguration L T R L T R pstream Signal? No No Tinor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R 'olume 40 5 70 5 5 10 ;curly Flow Rate, HFR 42 5 73 5 5 10 percent Heavy Vehicles 2 2 2 2 2 2 lercent Grade 0 0 ledian Storage 1 Flared Approach: Exists? No No Storage 5 :T Channelized? ,anes 1 1 0 1 1 0 :onfiguration L TR L TR Delay, Queue Length, and Level of Service .pproach EB WB Northbound Southbound Movement 1 4 17 8 9 10 11 12 mane Config L L L TR L TR (vph) 10 157 42 78 5 1.5 :(m) (vph) 693 729 34 307 24 80 ;r/c 0.01 0.22 1.24 0.25 0.21 0.19 a5% queue length 0.00 0.89 3.18 1.02 0.32 0.51 :ontrol Delay 10.3 11.3 412.1 20.7 190.9 60.1 'OS B B F C F F -Approach Delay 157.7 92.8 approach LOS F F HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY ntersection: Sharp Point Drive/ Prospect Ro .nalyst: Short Term Background PM Peak project No.: 00134 -)ate: 9/11/00 :ast/West Street: Prospect Road forth/South Street: Sharp Point Drive Intersection Orientation: EW Study period (hrs) Major Street Vehicle Volumes and Adjustments Approach Eastbound Movement 1 2 3 4 L T R L Westbound 5" 6 T R 0.25 iolume 25 1040 40 15 805 5 :sourly Flow Rate, HFR 26 1094 42 15 847 5 percent Heavy Vehicles 2 -- -- 2 -- -- Iedian Type Undivided !T Channelized? No No Janes 1 1 1 1 1 1 .onfiguration L T R L T R ipstream Signal? No No 4inor Street: Approach Movement 7 L Northbound 8 T 9 R I 10 L Southbound 11 T 12 R Iolume 95 5 95 25 5 75 .-sourly Flow Rate, HFR 100 5 100 26 5 78 ?ercent Heavy Vehicles .2 2 2 2 2 2 Dercent Grade (%) 0 0 :Median Storage 1 Flared Approach: Exists? No No Storage :�T Channelized? manes 1 1 0 1 1 0 :onfiguration L TR L TR Delay, Queue Length, and Level of Servic approach EB WB Northbound Movement 1 4 7 8 9 I 10 mane Config L L L TR L Southbound 11 12 TR -r (vph) 26 15 100 105 26 2(m) (vph) 787 615 28 220 21 v/c 0.03 0.02 3.57 0.48 1.24 95% queue length 0.00 0.00 9.84 2.23 2.22 _2ontrol Delay 9.7 11.0 35.5 543.7 SOS A B E F approach Delay 148.5 Approach LOS F 83 265 0.31 1.31 24.7 C HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY _ntersection: Sharp Point Drive/ Prospect Ro ==nalyst: Short Term background AM Peak ?roject No.: 00134 Date: 9/11/00 last/West Street: Prospect Road worth/South Street: Sharp Point Drive =ntersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 5 6 L T R 14 L T R Iolume 10 600 290 150 915 35 :sourly Flow Rate, HFR 10 631 305 157 963 36 -'ercent Heavy Vehicles 2 -- -- 2 -- -- _edian Type Undivided IT Channelized? No No ,anes 1 1 1 1 1 1 'onfiguration L T R L T R pstream Signal? No No ?inor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R I L T R 'olume 35 5 70 5 5 10 sourly Flow Rate, HFR 36 5 73 5 5 10 percent Heavy Vehicles 2 2 2 2 2 2 'ercent Grade (%) 0 0 iedian Storage 1 "dared Approach: Exists? No No Storage :T Channelized? anes 1 1 0 1 1 0 onfiguration L TR L TR Delay, Queue Length, and Level of Service .pproach EB WB Northbound Southbound iovement 1 4 7 8 9 10 11 12 ,ane Config L L L TR I L TR (vph) 10 157 36 78 5 15 (m) (vph) 693 732 34 307 24 82 %/c 0.01 0.21 1.06 0.25 0.21 0.18 '5% queue length 0.00 0.89 2.64 1.02 0.32 0.49 :ontrol Delay 10.3 11.3 349.1 .20.7 190.9 58.5 10S B B F C F F >pproach Delay 124.4 91.6 ,pproach LOS F F HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY ntersection: Sharp Point Drive/ Prospect Ro zalyst: existing pm peak hour roject No.: 00134 ate: 9/11/00 ast/West Street: ;orth/South Street: Sharp Point Drive ntersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments .ajor Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R 7olume 25 .945 35 15 730 5 sourly Flow Rate, HFR 26 994 36 15 768 5 'ercent Heavy Vehicles 2 -- -- 2 -- -- edian Type Undivided .T Channelized? No No anes 1 1 1 1 1 1 onfiguration L T R L T R pstream Signal? No No :inor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R. I L T R olume 85 0 85 25 5 70 _ourly Flow Rate, HFR 89 0 89 26 5 73 - -'ercent Heavy Vehicles 2 2 2 2 2 2 ercent Grade (%) 0 0 .edian Storage 1 lared Approach: Exists? No No Storage T Channelized? anes 1 1 0 1 1 0 onfiguration L TR L TR Delay, Queue Length, and Level of Service pproach EB WB Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Config L L L TR L TR (vph) 26 15 89 89 26 78 (m) (vph) 842 674 40 297 35 304 -/c 0.03 0.02 2.22 0.30 0.74 0.26 5% queue length 0.00 0.00 7.60 1.26 1.77 1.03 "ontrol Delay 9.4 10.5 778.2 22.2 244.2 20.9 OS A B F C F C _pproach Delay 400.2 76.7 _pproach LOS F F HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Sharp Point Drive/ Prospect Ro analyst: existing am peak hour Project No.: 00134 Date: 9/11/00 mast/West Street: Prospect Road North/South Street: Sharp Point Drive Intersection Orientation: EW Study period (hrs): 0.25 Major Street Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R �701ume 5 545 265 135 830 30 Hourly Flow Rate, HFR 5 573 278 142 873 31 Percent Heavy Vehicles 2 -- -- 2 -- -- -ledian Type Undivided ZT Channelized? No No manes 1 1 1 1 1 1 :onfiguration L T R L T R Jpstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Iolume 30 5 65 5 5 10 dourly Flow Rate, HFR 31 5 68 5 5 10 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade 0 0 edian Storage 1 Flared Approach: Exists? No. No Storage RT Channelized? "manes 1 1 0 1 1 0 :onfiguration L TR L TR Delay, Queue Length, and Level of Service ,pproach EB WB Northbound Southbound 4ovement 1 4 7 .8 9 10 11 12 mane Config L L IL TR L TR -r (vph) 5 142 31 73 5 15 :(m) (vph) 752 788 51 357 36 ill v/c 0.01 0.18 0.61 0.20 0.14 0.14 95% queue length 0.00 0.71 1.74 0.79 0.23 0.35 ontrol Delay 9.8 10.6 152.0 .17.7 120.5 42.4 SOS A B F C F E approach Delay 57.7 62.0 _kpproach LOS F F r y <: Sharp #gm Ddv / Prospect Road INTERSECTION LEVEL OF SERVICE WORKSHEETS .09/01/00 FRI 11:06 FA% 303 857 9191 FAX 10005 Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : TIMPM Phone (303) 641-0445 Fax (303) 857-9191 Site Code .: 00000067 1 /2000 Start Date . 08/3 Page No : 2 T1MouthbIN� Sound � MIDPOINTld 11 Nolit n RD westbound ob�� Taiei Tfj —� �._._. i iiitte ?j -i. o. Tme1 I M;10- otei .J fILO _. Pour Fr3m-T4:00 PM to 05:45 PM - Peak 1 of 1 Irdwrue[Son 04:45 PM 1048 2 1050 73 1 74 47 735 032 1956 Volume te Perm 99.8 0.2 98.6 1.4 1 5.6 94.4 29 13 186 199 5n1 1`15 10 Volume 273 0 273 28 0.976 Peak Fecor High im. 0�;00 PM r 0�:00 04'4Ii PM 14 214 Volume 273 0 273 0.982 2A 1 29 O.S38 0.228 PeakFactor 09/01/00 FRI 11:08 FAX 303 857 9191 FAX fd►OOII Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : TIMPM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 08/31/2000 Page No : 1 _ Grow&Prinmd-Unshftd _ �MBERIJNE F� r M9]�R 11M8ERUNE RD I Southbound I Nhsroound Norftound _ Stir T1m° _ Thnr� Ai I Right Loft Aop. Total Ri �Thru % > o; Total lint Tnto� FR=r I t,p I 1.0 1.9 1.00 1 1.0 �� 04:00 PM 237 0 25 3 cs 20 176 196 461 04:15 PM 235 0 19 2 21 20 169 109 445 04:30 PM 238 2 16 2 17 14 170 184 441 0445PM 249 2 17 0 17 14 214 Z28 496. Tay ' 4 76 7 83 68 729 797 1843 05.00 PM 273 0 273 28 1 29 13 186 199 601 06:15 PM 259 0 Z59 12 0 12 7 207 271 485 u5:30 PM 267 0 267 16 0 16 13 179 191 474 05:45 PM 272 0 Z72 9 0 _ 9 12 191 203 I 484 motel loll 0 1071 I 6� 1 66 45 762 807 1944 Grand Tote) Apprdt % Total % 2030 4 2334 I 141 8 149 I 113 1491 1604I 3i87 39.0 0.2 94.6 5.4 1.0 93.0 53.6 0.1 53.7 3.7 0.2 39 3.0 39.4 42.4 rIn � Toul Lam] i +`Q Vi NaM � y W11004:=14 6a1/00 0:Lt;00 PU UIMIftYC I I� J i TMN RkIM Lout , i 1 In Tad TI .09/01/00 FRI 11:05 FAX 303 857 9191 FAX 10003 Rocky Mountain Counts . 1106 Cherry Court Fort Lupton, CO 80621 File Name : TIMAM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 09/01/2000 Page No : 2 TIMHERUNE _ M07Pt71'nMBERUNE ou Sautnbnd Westbound Notlhbaundnd. �-... S AI lime II —5S Lett. AoyTatal I Riafi Left RiaM I Thru I &p Totd I�otd Peak How From 07:00 AM to 08:45 AM -Peak 1 of 1 Intemgdon Voluma 07:15AM 736 3 739 39 1 40 276 784 1059 1838 Percent 99.6 0.4 1 193 57.5 21 2.5 1 26.0 74.0 22 109 222 331 j 546 07:45 Volume 192 Peak Faeror High Int 08:00 AM 07:45 AM o7:45 AM 10.842 Voluma 194 2 196 21 1 22 109 222 331 Peak Facmr 0.943 j 0.455 1 0.800 TOW M7- I i r�@ f T sum' 1� BMW AM 7 f T r nvu FF M i • II �37 I toSo out In vial f nueex 09/01/00 FRI 11:05 FA% 303 857 9191 F.AX la 00,2 Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 Phone (303) 641-0445 Fax (303) 857-9191 TUEuUE 07:15 AM 186 0 97:30 AM 164 0 07:45AM ---w 192 1 Total 1 08:00 AM 194 2 08:15AM 167 2 09:30 AM 172 0 08:45 AM 146 0 Total 679 4 Grand Total 1378 5 Apprrh 11 99.6 0.4 Total V. 41.4 07 File Name : TIMAM Site Code : 00000067 Start Date : 09/01/2000 Page No : 1 157 0 0 0 45 163 208 186 1 0 1 39 186 225 412 164 3 0 3 56 217 273 440 193 21 1 22 109 222 331 346 700 F 25 1 26T 249 788 1037 1 1763 196 14 0 14 71 159 2360 I 141 169 11 0 11 47 179 226 406 172 4 0 4 44 172 216 392 146 13 1 141 26 _ 138 164 _ 324 6831 42 1 43 188 sae 836 1 Sfi2 1383I 67 2 69 437 1436 18731 3325 II 97.1 L9 23.3 76.7 s 41 90 0.1 2.1 13.1 43.2 56.3 Out In Tall Lad9] 13t0 7-W � s Thru Loft AIR MNlll � g� ae d� .UD T.000f1 NM /n0 8d!1'OG AM r UfWMRod .J I li 1 7 Ur fJ Out In Toth 0'9/07/00 THU 08:34 FAX 303 857 9191 FAX 2005 Peek Hour From 04:00 PM to 05:45 P Inter3eclion 04:45 PM Volume 72 1 25 Percent 73.5 1.0 25.5 05:15 ZO 0 10 Volume Peak Factor High Int 05:00 PM Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : PROSPECTPM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 08/30/2000 Page No : 2 ok' Be 30 Volume 24 1 8 33 Pee}: Factor 0.742 of 1 7 731 13 0.9 97.3 1.7 3 191 2 05:15 PM 751 196 3 191 2 196 Use 93 0 94 525 0.0 47.5 27 . 0 27 05:15 PM 27 0 27 OO.A In Til l = `-_ Rftm Thru LeR sw F- NOIM RWrA:ZW P97 ammw PM a 11 �c o � I r I IeR Thru RqM I -T 1 s; 1 ; �7] 7- 3w Our In Tmn SN40.P POINT 177 54 54 0.819 37 945 25 1007 3.7 93.8 2.5 7 251 4 262 05:15 PM 7 251 4 262 0.961 2033 542 0.938 09/07/00 THU 08:34 FA% 303 857 9191 FAX [a 004 Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : PROSPECTPM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 08/30/2000 Page No :I SRARP POINT PROSPECT SHARP INT -PROSPECT Southbound I Westbound Northbound I Eastbound PiyM 'i hiu Lett I App. Total Q� ,nt I • -g• Thru I g1t '�. Told Time f4lght Thni Left' APP' TwIld I %Pub .?y I �L�l pp. otal Int. Tuld t'eaor 04.,m Pied 1.0 5 _LO 1.0 I 0 2 7 L01 1 I I 1.0 13 l.0 1. 0 ..--- 1.01 19 28 14 179 7 9 1 405 3 167 3 1731 04115 PM 7 0 1 8 0 205 3 2081 13 0 19 32 15 186 4 205 453 04:30 PM 10 0 2 12 1 151 5 1S7 25 0 28 53 4 z15 8 Z30 452 04AS PM 10 0 4 14 3 _ 7 182 3 705 14 188 7251 16 57 0 0 ` _17 33 9 146 1 11 232 9 259 494 Toted 32 0 9 41 44 - 819 ZB 891 1 1804 05:00 PM 24 1 8 33 ' 0 105 6 1911 23 0 23 05:15 PM 20 0 10 301 3 191 2 126 27 0 27 05:30 PM 18 0 3 21 1 173 2 176 27 0 17 05:46 PM 9 0 6 15 2 207 3 212 14 1 12 Trxy 71 1 27 991 6 756 13 7751 91 1 79 Grand Total 103 1 36 1401 73 1461 27 1501 158 1 158 Apprfl Y. 73.6 0.7 25.7 1 0.9 97.3 1.8 43.8 0.3 49.8 Total : 2.7 0.0 0.9 3.7 1 0.3 38.3 0.7 39.4 4.1 0.0 4,1 46 15 214 7 236 506 54 7 251 4 262 542 44 4 241 5 2bul 491 27 3 208 3 468 171 1 29 914 19 _..214 962 + 2007 317 73 1733 47 1853 3811 3.9 93.5 2.5 8.3 1.9 45.5 1.2 49.6 Out In TOW ail i7o I' zm I I ...I Jai-'J97 R Thm Lei[ • I r �7 roll 1'• � ' �� NYfal • � � I�� To �I mS43:W PM r � � h u1.0ls.e m� I.etl Tlw Rkjm 158 1 1 I I I 107] 1 _ .317j j � 618� Out In TOtel SHARP POINT '09/07/00 THU 08:34 FA% 303 857 9191 FAI Z 003 Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : PROSPECTAM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 08/30/2000 Page No : 2 Southbound I Westbound _ 9tertTime . Ri ht inn, � I l e1t ADP' Totd I � Thru Len I 'gyp' Total Peck Hour From 07:00 AM to 08:45 AM - Peck 1 of 1 Intemedion 07:15AM Volume 11 1 6 18 32 828 134 994 Percent 61.1 9.8 33.3 3.2 83.3 13.5 0&00 Volume 5 0 3 8 15 210 35 260 Peak Factor High Int. 08:00 AM 07:30 AM Volume 5 0 3 8 10 233 25 268 Peek Factor 0.563 0.927 Right I Thru I Lan I APP; { w9M ` ThN I UM I A'PP; 67 2 30 99 264 545 '71 ! 980I 1991 67.7 2.0 30.3 30.0 61.9 8.1 39 1 16 56 90 126 29 245� 569 0.875 08:00 AM 07:45 AM 39 1 16 66 121 120 23 264 0.442 0.933 ! Out _ to Total ®t �11 I 1 7 NTMLan _LO i I 0 Bld0A0 71L.Ut1 AM-3 m BrJQ= 8==AM I� ym UMhUW 6� nL V201 � I ` L*9IL=90 r-49 ota In Taw SHAFtP POIffT 09/07/00 THU 08:34 FAX 303 857 9191 FAX Q 002 SWA-0 POINT _ 80=bound Stan7ima I Right i Thru I Lett 07:15 AM 2 0 2 07:30 AM 1 1 1 07:45 AM_- 3 0 0 Tote) _ 7 7 3 08:00 AM 5 0 3 08:15AM 3 0 1 08:30 AM 5 0 0 0.8'45 AM S 0 2 _ Total 18 0 6 Grand Total 25 1 9 Apprch %. 71.4 2.9 25.7 Total % 0.7 0.0 1 Rocky Mountain Counts 1106 Cherry Court Fort Lupton, CO 80621 File Name : PROSPECTAM Phone (303) 641-0445 Fax (303) 857-9191 Site Code : 00000067 Start Date : 08/30/2000 Page No : 1 Groups Pnnta& UnshiRad Right Thru Lott Total 1.0 1.01 1.0 1 2 186 19 — 256 4 5• 170 28 203 3 10 233 25 268 Right Thry Leh l RigTow htT Thru Leh 5 1 8 15 210 35 260 39 4 8 179 16 203 10 5 3 194 15 212 4 1 1 7� 18 166 8 192 406 0 4 5 35 133 11 1791 455 0 9 31 121 120 23 264 1 561 1 14 44 191 - 562 52 805 - 1edo 1 16 56 1 90 128 29 245 569 0 9 191 34 129 17 174I 400 0 7 11 1 23 104 7 134 362 0 4_ 7 1 8 110 3 1211 314 1 35 93f 155 469 50 6741 1645 35 48 1553 193 1794 85 2 50 137' 346 1031 102 1479 3445 2.7 86.6 10.8 6.2.0 1.5 36.5 214 69.7 6.9 1.0 1.4 45.1 5.6 52.1 IS 0.1 1.5 4.0 10.0 23.9 3.0 42.9 EXISTING TRAFFIC COUNTS m � N CD = o a I / 50/85 / r m� �o 5 s» OW raanSPcan HSSOCIRrES. /nC. 3nsultlng Engineers �Sc�ole=7 \m 10/25� `35/5 600/1040�—915/805 295/50� /f150/20 I 1� \ I O 0 I \ i I /I Prospect Rd. cn 1 s o� 0 o \ O \ CD A O„ \ co a / Ips/ / 5/S ~ l0/C / t! +0 s h a Drake Rd. MINISTORAGE TRAFFIC IMPACT STUDY YEAR 2005 + SITE TRAFFIC VOLUMES Date 9/12/00 lDrown by RAC lJob # 00134 ure \ ^ A � \o� �� ,, _\o _ z5/8 e �290/40---,� �150/e �x ! Prospect %. ---- ) ® y� \ \ Z \ �45/® Z \ Z - a ~ x o¥ y I �x G m . � ( \ � - } « % °�� § } } Drake Rd. ) f w¥JOq« TRAFFIC wqc SUS r n R� YEAR 2005 BACKGROUND TRAFFIC VOLUMES �sc� Inc 0on_m Engineers Scale Cw m& Date w 2A; IDrown by 9c lJob ¥ m g4 Figure 6 m CD a a cu CD \� o 000 0/0 o ao on I �r I i � I � Prospect Rd. =r 1. 07 \ \ 0 \ / o \. O; O„ CD CD a % 4i0 �Bi,? e Rd. MINISTORAGE TRAFFIC IMPACT STUDY PrAAnsPCAn SITE GENERATED TRAFFIC VOLUMES H550ORrEQ m[. msultingEngineers IScale 1"=I000' IDcite 9/12/00 lDrown by RAC lJob # 00134 ure 5 �o �m s 20% X \. CD = ` a $ 1 m m T Prospect Rd. 3 0 %cn 20% o � S Q^ \ 30% t c+, s�. 3 z QR CD o s t o m lz Drake Rd. x MINISTORAGE TRAFFIC IMPACT STUDY � AnsPCAn TRIP DISTRIBUTION HSSOC/NTE5, Inc. ConsuttingEngineers Scale I"=i000' Date 9/12/00 Drawn by RAC Job # 00134 Fi ure 4 on -Nip a \ o 0545/945—�830/730 0/5830/730135/15 I I � 1 � Prospect Rd. co 1 d l Cr YtCD All CD ;o 54. Drake Rd. C/HTES MINISTORAGE TRAFFIC IMPACT STUDY HSSOnc �rawrEsInr EXISTING TRAFFIC VOLUMES �nsuttingEngineers Scole 1"=1000' jDate 9/12/00 lDrown by RAC I Job # 00134 Figure 3 °�e MINISTORAGE TRAFFIC IMPACT STUDY TAAnSPCAn SITE P LA N H550ORTE-5 JJX ConsuttingEngineem Scale 1"=120' Date 9/11/00 1 Drown by RAC lJob # 00134 Figure 2 Vine Dr. 1 ll N AwWk rbi�q`e I I CO O 14 Frontage Rd. \\ \ I \ - -- ' Prospect Rd. i \ Edore , Perk x CDCD 17 D S =d M _. x— G i Drake Rd. I I G \ I x s 3 , wn ° I _ PROJECT ' 1�` SITE , ; -z x % ; Horsetooth Rd. 1 \ colllm" x Golf Course - \ �AnsPCAn MINISTORAGE TRAFFIC IMPACT STUDY VICINITY MAP HSS,'C/NTEs inc. Scale 1"=2500' Dote 9/11/00 1 Drawn by RAC Job # 00134 Figure 1 ConsuttingEngineers FIGURES TP-00134 Midpoint Self Storage Solutions Project 9/13/00 Traffic Impact Analysis Table 2 - Trip Generation Estimate Land Use Size Independent Variable Average Daily Trips A.M. Peak Hour Trips P.M. Peak Hour Trips Rate Total In T T Out Rate TO I Rate Total Mini -Storage Apartment Unit 125.00 1.00 1,000 Sf du 2.50 313 ------- 7 157 4 156 3 0.15 0.51 19 11 8 0.23 29 15 14 6.63 --- 2- 1 1 0.62 2 Total Trips 320 161 1591 21 12 9 31 001341ripgen TP-00124 Midpoint Set( Storage Solutions Project Traffic Impact Study Table 1 - Peak Hour Intersection Level of Service Summary 9113/00 Intersection and Critical Movements Existing 2005 Background 2005 Background Plus Site AM Peak Hour I PM Peak Hour I AM Peak Hour PM Peak Hour AM Peak Hour I PM Peak Hour Delay a LOS I Delay a `LOS I Delay a : LOS I Delay a LOS I Delay a LOS I Delay a LOS STOP SIGN CONTROL - - --- --- - - -- --- -- . Sharp Point Drive/ Prospect Road .-._........----- - - -- -- - - - --- - - -- -...-- --- --- -- -- -- - - -- Eastbound Left Westbound Left Northbound Left Northbound Through -Right Southbound Left Southbound Through -Right 9.8 10.6 152.0 17.7 120.5 42.4 A B F C F E 9.4 10.5 778.2 22.2 244.2 20.9 A B F C F C 10.3 11.3 349.1 20.7 190.9 58.5 B B F C F F 9.7 11.0 999.0 35.5 543.7 24.7 A B F E F C 10.3 11.3 412.1 20.9 190.9 60.1 B B F C F F 9.7 11.1 999.0 36.4 628.9 25.1 A B F E F D Timberline Road/ Midpoint Drive Westbound Right _ _ 15.8 -� -� 17.1 I - C- -17_4 1 C (-19. C I _17_7 C I 19.5 C Drive Site Access/ Midpoint__J n/a n/a n/a n/a 7.4 9.1 A 8.6 A Westbound Left Northbound Left -Right (a) Delay represented in average seconds per vehicle. 00 U4los TABLES ATTACHMENTS Mr. Bruxvoort Page 5 of 5 September 15, 2000 If you have any questions or comments regarding this draft traffic analysis, please give me a call. Sincerely, TransPlan Associates, Inc. Janet M. Hruby, P.E. Project Engineer Attachments: Tables Figures Existing Traffic Counts LOS Capacity Worksheets Midpoint Self Storage Solutions Project TransPlan Associates, Inc. DRAFT Traffic Impact Study Letter; TP# 00134 Mr. Bruxvoort September 15, 2000 Page 4 of 5 intersections. The LOS analysis results shown on Table 1 indicate that for short-term background conditions, the westbound right turn at Timberline Road/Midpoint Drive will continue to operate at LOS C during the peak hours. As through traffic volumes increase over the short term, the delays on the Sharp Point Drive approaches to Prospect Road are shown to increase. While there will continue to be delays for the minor street movements, the overall intersection will operate acceptably. As mentioned in the discussion for existing conditions, there are alternate routes to access the developments along Sharp Point Drive and Midpoint Drive that are expected to be utilized as delays at the intersection of Sharp Point Drive/ Prospect Road increase. With the addition of the minimal peak hour site traffic volume, the intersections will continue to operate as described for short-term background conditions. No modifications are recommended at the study intersections. Site Access and Circulation Access to the mini -storage area and office/apartment is provided by one new curb cut onto Midpoint Drive. From this access, a 25 foot drive aisle is generally provided throughout the site. This spacing of the drive aisles is generally sufficient to accommodate the tuming radius of a passenger car with trailer, a motor home, or a single -unit truck. Some maneuvering may be necessary depending on the storage space being accessed. The proposed security gate is setback over 50 feet from Midpoint Drive which should provide adequate off-street stacking for vehicles while the gate is opened. Conclusions The Midpoint Self Storage Solutions Project is a proposed mini -storage facility on Midpoint Drive just west of the intersection with Sharp Point Drive in Fort Collins, Colorado. The site plan includes approximately 100,000 square feet of indoor storage units, a 25,000 square feet outdoor storage area, and an office with an apartment unit. There are no development plans for the eastern portion of the site at this time. The site is estimated to generate 320 vehicle trips per day with approximately 20 trips in the AM peak hour and 30 trips in the PM peak hour. The westbound right turn movement at the intersection of Timberline Road/ Midpoint Drive is currently operating at LOS C during the peak hours. In the short-term (Year 2005), the intersection is expected to continue operating at LOS C for background conditions and with the addition of site traffic. While the overall intersection of Sharp Point Drive/ Prospect Road is operating acceptably, the left turn movements from Sharp Point Drive currently experience delays during the peak hours. These delays are expected to continue over the short term. The volume of site traffic is low and only a slight difference in operations are expected once the site is constructed. Based on the analysis, no modifications are recommended to the study area intersections. The site plan shows adequate on -site circulation and setback to the security gate. Midpoint Self Storage Solutions Project TransPlan Associates, Inc. DRAFT Traffic Impact Study Letter; TP# 00134 Mr. Bruxvoort September 15, 2000 Page 3 of 5 experienced at stop controlled intersections on major arterials. This difference is primarily due to the limited data set used in the software. In addition, the software does not accurately consider the gaps created by the upstream and downstream signalized intersections. As a result, the software can overestimate the delay for the minor street movement and for the overall intersection. Based on studies at other stop controlled intersections, delay is expected to be more in the range of 90 to 120 seconds. As through traffic increases and the delays are extended, instead of making a left turn movement at this unsignalized intersection, some drivers are expected to seek an alternate route on the existing road network to avoid the longer delays. This intersection is not identified by the City as a candidate for future signalization. Site Traffic Trip generation estimates were calculated for the proposed mini -storage operation using the rates contained in the Institute of Transportation Engineers trop generation manual'. The rates and estimated site trips are shown in Table 2. The traffic volumes generated by the proposed mini - storage site are low, with approximately 20 vehicle trips during the AM peak hour and 30 vehicle trips during the PM peak hour. The site trips were assigned to the surrounding road network based on the distribution percentages shown on Figure 4. The distribution was established based on existing traffic volumes and a general knowledge of area traffic patterns. Figure 5 presents the site generated traffic volumes estimated at the study intersections. Since Midpoint Drive is a right in/right out access only, trips destined for southbound Timberline Road were assigned to exit at Sharp Point Drive and travel on Prospect Road to access Timberline Road Short Term Traffic Volume Forecast Construction of the proposed mini -storage facility is planned to be completed within the next five years. Background traffic volumes were estimated for the Year 2005 using a two percent annual growth in traffic at the study area intersections. Using this growth rate on the side streets (Midpoint Drive and Sharp Point Drive) will account for development on the remaining few lots within the area. The resulting short-term (Year 2005) background traffic volumes are presented on Figure 6. The total Year 2005 traffic volumes including the background and site generated traffic are shown on Figure 7. While there are long-term plans to extend Sharp Point Drive to the south, this improvement is not expected to be initiated over the short term. As shown on Figure 7, no short- term improvements were identified within the study area and the existing laneage and traffic control were used in the analysis. Short Term Intersection Operations Both the Year 2005 background and Year 2005 background plus site generated traffic volumes were analyzed to determine future operations and identify potential capacity constraints at the study area Trip Generation, Institute of Transportation Engineers, 6' Edition.1997. Midpoint Self Storage Solutions Project TransPlan Associates, Inc. DRAFT Traffic Impact Study Letter; TP# 00134 Mr. Bruxvoort Page 2 of 5 Existing Traffic Conditions September 15, 2000 Existing Traffic Volumes Traffic counts were collected during August 2000 at the intersections ofMidpoint Drive/ Timberline Road and Sharp Point Drive/ Prospect Road. The existing counts and lane geometry are presented on Figure 3 and the count data is included as an attachment. Midpoint Drive and Sharp Point drive are designated as collector roadways. The road cross -sections are sufficiently wide to provide two travel lanes and parking lanes (or additional turn lanes at intersections). The posted speed limit is 25 miles per hour on the two roads. Sharp Point Drive presently terminates as a gated access to a water reclamation facility where there is also trail head parking. Timberline Road is a two-lane arterial roadway near the site with a posted speed limit of 40 miles per hour. The paved shoulders provide bike lanes. The intersection of Timberline Road/ Midpoint Drive is restricted by a "pork chop" median to right in/right out access to Midpoint Drive. Prospect Road is a two-lane arterial roadway with auxiliary right and left turn lanes in the east and westbound directions at the intersection with Sharp Point Drive. This intersection is controlled by stop signs on the Sharp Point Drive approaches. The posted speed limit is 40 miles per hour to the west of Sharp Point Drive and 45 miles per hour to the east of Sharp Point Drive. Existing Intersection Operations To evaluate the existing operations at the two study intersections, the Level of Service (LOS) was calculated. The Highway Capacity Manual (HCM)' applies LOS A through F designations, with LOS A indicating very good operations and LOS F indicating poor, congested operations. The intersection LOS is represented as a delay in seconds per vehicle for the intersection as a whole and for critical turning movements. The LOS was calculated for the peak hours at the study area intersections using the methods in the HCM manual. The City of Fort Collins Traffic Impact Study Guidelines' indicate that LOS D is the minimal acceptable overall operating condition at intersections. The results of the intersection LOS calculations are summarized in Table 1. The intersection LOS worksheets are included as an attachment. The data in Table 1 show that the westbound right turn movement at the intersection of Timberline Road and Midpoint Drive is operating acceptably at LOS C during both peak hours. At the intersection of Sharp Point Drive and Prospect Road, the minor street traffic on Sharp Point Drive experiences delay in turning onto Prospect Road as shown by the LOS F for the left turn movements during the peak hours. Although extended delays are typical for left turns onto major arterials, the delay estimated by HCS software for this movement are often much greater than actual vehicle delay Hiehwav Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board. National Research Council, 1997. City of Fort Collins -Transportation Impact Studv Guidelines. February 26, 1997. Midpoint Self Storage Solutions Project TransPlan Associates, Inc. DRAFT Traffic Impact Study Letter, TP# 00134 WRRl15PLR7 R550QRTE5, 117C. Consulting Engineers September 15, 2000 Mr. Kent Bruxvoort JR Engineering 2620 East Prospect Road, Suite 190 Fort Collins, CO 80525 RE: Draft Traffic Impact Study Letter Midpoint Self Storage Solutions Project Dear Mr. Bruxvoort: TransPlan is pleased to provide you with the following draft traffic impact study letter for the Midpoint Self Storage Solutions Project located in Fort Collins, Colorado. Based on a discussion with the city traffic engineer, this project required only a brief traffic impact study letter evaluating the short term traffic conditions at the intersections of Midpoint Drive/ Timberline Road and Sharp Point Drive/ Prospect Road. An evaluation of pedestrian and bicycle facilities was not required due to the nature and location of the project. Project Description This project proposes the construction of a mire -storage facility on lots 32 and 33 of the Prospect Industrial Park, located near the intersection of Sharp Point Drive and Midpoint Drive. A vicinity map is included as Figure 1. The area surrounding the site is mostly developed and includes light industrial and office uses. The proposed mini -storage facility will include approximately 100,000 square feet ofindoor storage, a 25,000 square foot outdoor storage area (for RVs, boats, etc), and an office/apartment unit. A preliminary site plan is presented on Figure 2. There are no current plans for development of the eastern portion of the site which may include dedication of a tract for a future right-of-way for the extension of Sharp Point Drive. Access to the site will be provided through a twenty-five foot new curb cut onto Midpoint Drive near the western property line. The entrance will access a small parking area and entry to the storage area will be restricted by a gate located approximately 50 feet from Midpoint Drive. Midpoint Self Storage Solutions Project TransPlan Associates, Inc. DRAFT Traffic Impact Studv Letter; TP# 00134 1375 Walnut Street, Suite 211 • Boulder, Colorado 80302-5263 Telephone: (303) 442-3130 0 Facsimile: (303) 442-3139