Loading...
HomeMy WebLinkAboutEden Apartments Traffic Impact Study FINAL Last 146 pagesVersion 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Fair Share - Fair Share Volumes - Zone 7: Apartment Version 4.00-00 Generated with Fair Share - Fair Share % of Net New Site - Zone 7: Apartment Version 4.00-00 Generated with Fair Share - Fair Share % of Total Analysis - Zone 7: Apartment Version 4.00-00 Generated with Intersection Analysis Summary 2/22/2017Report File: \...\2023 PM.pdf Scenario 6: 2023 PMVistro File: \...\Eden Apartments.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. A9.40.018EB LeftHCM 2010Two-way stopAccess Road & 5th West4 B12.90.000SB LeftHCM 2010Two-way stopUniversity Blvd & New Access3 D27.90.123SB LeftHCM 2010Two-way stop7th South & 5th West2 C16.40.012NB LeftHCM 2010Two-way stopUniversity Blvd & 5th West1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Version 4.00-00 Generated with 0.012Volume to Capacity (v/c): CLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: University Blvd & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001101000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 52879219174381044114Total Analysis Volume [veh/h] 1722148191031131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 52879219174381044114Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.101.101.101.101.001.001.001.001.101.001.10Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 52618217474381044114Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 2.42d_I, Intersection Delay [s/veh] AABBApproach LOS 0.232.2211.8114.38d_A, Approach Delay [s/veh] 0.000.000.490.000.004.647.357.357.353.703.703.7095th-Percentile Queue Length [ft] 0.000.000.020.000.000.190.290.290.290.150.150.1595th-Percentile Queue Length [veh] AAAAAABCCACCMovement LOS 0.000.007.630.000.008.0110.4115.5015.879.6715.3416.44d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.060.050.030.010.000.030.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.123Volume to Capacity (v/c): DLevel Of Service: 27.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 7th South & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00400.00100.00100.00400.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 463221082823941744126693716Total Analysis Volume [veh/h] 12812776010191071794Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 463221082823941744126693716Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.101.101.001.001.101.101.101.001.101.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 422931082821737674124693716Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with DIntersection LOS 6.01d_I, Intersection Delay [s/veh] AACCApproach LOS 1.821.0820.6617.84d_A, Approach Delay [s/veh] 0.000.006.820.000.002.6843.6943.6943.6931.6231.6231.6295th-Percentile Queue Length [ft] 0.000.000.270.000.000.111.751.751.751.261.261.2695th-Percentile Queue Length [veh] AAAAAACDDBCCMovement LOS 0.000.008.040.000.008.1415.2625.8027.9112.9123.9524.97d_M, Delay for Movement [s/veh] 0.000.000.080.000.000.030.090.170.120.080.160.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 3: University Blvd & New Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 0338272000Total Analysis Volume [veh/h] 08568000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 0338272000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.101.101.101.101.101.10Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0307247000Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 0.00d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0011.49d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh] AAAABBMovement LOS 0.000.000.007.9510.1112.87d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.018Volume to Capacity (v/c): ALevel Of Service: 9.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 4: Access Road & 5th West Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 12151040908Total Analysis Volume [veh/h] 34310232Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 12151040908Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12151040908Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with AIntersection LOS 1.73d_I, Intersection Delay [s/veh] AAAApproach LOS 9.070.000.60d_A, Approach Delay [s/veh] 2.292.290.000.005.035.0395th-Percentile Queue Length [ft] 0.090.090.000.000.200.2095th-Percentile Queue Length [veh] AAAAAAMovement LOS 8.639.430.000.000.007.32d_M, Delay for Movement [s/veh] 0.010.020.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Version 4.00-00 Generated with Turning Movement Volume: Summary 2/22/2017Report File: \...\2023 PM.pdf Scenario 6: 2023 PMVistro File: \...\Eden Apartments.vistro 175 Total Volume 12 Right 15 Left Eastbound 10 Right 40 Thru Southbound 90 Thru 8 Left Northbound Access Road & 5th West4 Intersection NameID 610 Total Volume 0 Right 338 Thru Westbound 272 Thru 0 Left Eastbound 0 Right 0 Left Southbound University Blvd & New Access3 Intersection NameID 1047 Total Volume 46 Right 322 Thru 108 Left Westbound 28 Right 239 Thru 41 Left Eastbound 74 Right 41 Thru 26 Left Southbound 69 Right 37 Thru 16 Left Northbound 7th South & 5th West2 Intersection NameID 639 Total Volume 5 Right 287 Thru 9 Left Westbound 2 Right 191 Thru 74 Left Eastbound 38 Right 10 Thru 4 Left Southbound 4 Right 11 Thru 4 Left Northbound University Blvd & 5th West1 Intersection NameID Version 4.00-00 Generated with Turning Movement Volume: Detail 2/22/2017Report File: \...\2023 PM.pdf Scenario 6: 2023 PMVistro File: \...\Eden Apartments.vistro 175 0 0 0 - 175 Total Volume 12 0 0 0 1.00 12 Right 15 0 0 0 1.00 15 Left Eastbound 10 0 0 0 1.00 10 Right 40 0 0 0 1.00 40 Thru Southbound 90 0 0 0 1.00 90 Thru 8 0 0 0 1.00 8 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base Access Road & 5th West4 Volume TypeIntersection NameID 610 0 0 0 - 554 Total Volume 0 0 0 0 1.10 0 Right 338 0 0 0 1.10 307 Thru Westbound 272 0 0 0 1.10 247 Thru 0 0 0 0 1.10 0 Left Eastbound 0 0 0 0 1.10 0 Right 0 0 0 0 1.10 0 Left Southbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & New Access3 Volume TypeIntersection NameID 1047 0 0 0 - 979 Total Volume 46 0 0 0 1.10 42 Right 322 0 0 0 1.10 293 Thru 108 0 0 0 1.00 108 Left Westbound 28 0 0 0 1.00 28 Right 239 0 0 0 1.10 217 Thru 41 0 0 0 1.10 37 Left Eastbound 74 0 0 0 1.10 67 Right 41 0 0 0 1.00 41 Thru 26 0 0 0 1.10 24 Left Southbound 69 0 0 0 1.00 69 Right 37 0 0 0 1.00 37 Thru 16 0 0 0 1.00 16 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base 7th South & 5thWest2 Volume TypeIntersection NameID 639 0 0 0 - 595 Total Volume 5 0 0 0 1.00 5 Right 287 0 0 0 1.10 261 Thru 9 0 0 0 1.10 8 Left Westbound 2 0 0 0 1.10 2 Right 191 0 0 0 1.10 174 Thru 74 0 0 0 1.00 74 Left Eastbound 38 0 0 0 1.00 38 Right 10 0 0 0 1.00 10 Thru 4 0 0 0 1.00 4 Left Southbound 4 0 0 0 1.10 4 Right 11 0 0 0 1.00 11 Thru 4 0 0 0 1.10 4 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & 5th West1 Volume TypeIntersection NameID Version 4.00-00 Generated with Signal Warrants Report For Intersection 1: University Blvd & 5th West 521926730124 501825628923 491825128322 421521424121 401420322920 351318220519 331216819018 311116018117 25912814416 23912013515 23912013514 22811512913 20710411712 1979610811 1979610810 187931059 10453608 6229337 5227306 2111125 21894 21893 10562 10561 NSWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph S, NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach NoNoTotal Volume Condition Met 44Number of Approaches on Intersection 639639Total Entering Volume on All Approaches During Same Hour NoNoHigh Minor Volume Condition Met 5219Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:100:04VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 11.814.4Total Stopped Delay Per Vehicle on Minor Approach (s) NSOrientation Warrant 3 Condition A 0030000000Hours Met NoNoYesNoNoNoNoNoNoNo712568524 NoNoYesNoNoNoNoNoNoNo682545523 NoNoYesNoNoNoNoNoNoNo672534522 NoNoNoNoNoNoNoNoNoNo572455521 NoNoNoNoNoNoNoNoNoNo542432520 NoNoNoNoNoNoNoNoNoNo482387519 NoNoNoNoNoNoNoNoNoNo452358518 NoNoNoNoNoNoNoNoNoNo422341517 NoNoNoNoNoNoNoNoNoNo342272516 NoNoNoNoNoNoNoNoNoNo322255515 NoNoNoNoNoNoNoNoNoNo322255514 NoNoNoNoNoNoNoNoNoNo302244513 NoNoNoNoNoNoNoNoNoNo272221512 NoNoNoNoNoNoNoNoNoNo262204511 NoNoNoNoNoNoNoNoNoNo262204510 NoNoNoNoNoNoNoNoNoNo25219859 NoNoNoNoNoNoNoNoNoNo14211358 NoNoNoNoNoNoNoNoNoNo826257 NoNoNoNoNoNoNoNoNoNo725756 NoNoNoNoNoNoNoNoNoNo322355 NoNoNoNoNoNoNoNoNoNo321754 NoNoNoNoNoNoNoNoNoNo321753 NoNoNoNoNoNoNoNoNoNo121152 NoNoNoNoNoNoNoNoNoNo121151 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 2: 7th South & 5th West 2361024 2361023 4491422 4491421 56121920 1214314819 1316345218 2428629517 434910816716 445111117115 445111117114 485512018613 526113220512 556313921411 556313921410 59681482289 73851852868 77891943007 83962093246 931072343625 981132463814 1151332904473 1171352964572 1221413084761 SNWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph N, SMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach YesYesTotal Volume Condition Met 44Number of Approaches on Intersection 10471047Total Entering Volume on All Approaches During Same Hour YesYesHigh Minor Volume Condition Met 122141Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:360:48VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 17.820.7Total Stopped Delay Per Vehicle on Minor Approach (s) SNOrientation Warrant 3 Condition A 0363308530Hours Met NoNoNoNoNoNoNoNoNoNo5216624 NoNoNoNoNoNoNoNoNoNo5216623 NoNoNoNoNoNoNoNoNoNo8223622 NoNoNoNoNoNoNoNoNoNo8223621 NoNoNoNoNoNoNoNoNoNo11231620 NoNoNoNoNoNoNoNoNoNo26279619 NoNoNoNoNoNoNoNoNoNo29286618 NoNoNoNoNoNoNoNoNoNo522157617 NoNoNoNoNoNoNoNoNoNo922275616 NoNoNoNoNoNoNoNoNoNo952282615 NoNoNoNoNoNoNoNoNoNo952282614 NoNoNoNoNoNoNoNoNoNo1032306613 NoNoNoNoNoNoNoNoNoNo1132337612 NoNoNoNoNoNoNoNoNoNo1182353611 NoNoNoNoNoNoNoNoNoNo1182353610 NoNoNoNoNoNoNoNoNoNo127237669 NoNoNoNoNoNoYesNoNoNo158247168 NoNoNoNoNoNoYesNoNoNo166249467 NoNoYesNoNoNoYesNoNoNo179253366 NoNoYesNoNoNoYesYesNoNo200259665 NoNoYesNoNoNoYesYesNoNo211262764 NoYesYesYesYesNoYesYesYesNo248273763 NoYesYesYesYesNoYesYesYesNo252275362 NoYesYesYesYesNoYesYesYesNo263278461 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 3: University Blvd & New Access 05724 05723 081022 081021 0111420 0273419 0303718 0546817 09511816 09812215 09812214 010613213 011714512 012215211 012215210 01311629 01632038 01712137 01852306 02072575 02182704 02563183 02613242 02723381 NWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach NoTotal Volume Condition Met 3Number of Approaches on Intersection 610Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 0Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:00VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 11.5Total Stopped Delay Per Vehicle on Minor Approach (s) NOrientation Warrant 3 Condition A 0000000000Hours Met NoNoNoNoNoNoNoNoNoNo0112224 NoNoNoNoNoNoNoNoNoNo0112223 NoNoNoNoNoNoNoNoNoNo0118222 NoNoNoNoNoNoNoNoNoNo0118221 NoNoNoNoNoNoNoNoNoNo0125220 NoNoNoNoNoNoNoNoNoNo0161219 NoNoNoNoNoNoNoNoNoNo0167218 NoNoNoNoNoNoNoNoNoNo01122217 NoNoNoNoNoNoNoNoNoNo01213216 NoNoNoNoNoNoNoNoNoNo01220215 NoNoNoNoNoNoNoNoNoNo01220214 NoNoNoNoNoNoNoNoNoNo01238213 NoNoNoNoNoNoNoNoNoNo01262212 NoNoNoNoNoNoNoNoNoNo01274211 NoNoNoNoNoNoNoNoNoNo01274210 NoNoNoNoNoNoNoNoNoNo0129329 NoNoNoNoNoNoNoNoNoNo0136628 NoNoNoNoNoNoNoNoNoNo0138427 NoNoNoNoNoNoNoNoNoNo0141526 NoNoNoNoNoNoNoNoNoNo0146425 NoNoNoNoNoNoNoNoNoNo0148824 NoNoNoNoNoNoNoNoNoNo0157423 NoNoNoNoNoNoNoNoNoNo0158522 NoNoNoNoNoNoNoNoNoNo0161021 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 4: Access Road & 5th West 11224 11223 12322 12321 12420 351019 361118 5102017 9183416 10183515 10183514 11203813 12224212 12234411 12234410 1324479 1630598 1732627 1834676 2138745 2240784 2547923 2648942 2750981 WNS Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph WMinor Approaches S, NMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach NoTotal Volume Condition Met 3Number of Approaches on Intersection 175Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 27Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:04VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 9.1Total Stopped Delay Per Vehicle on Minor Approach (s) WOrientation Warrant 3 Condition A 0000000000Hours Met NoNoNoNoNoNoNoNoNoNo113224 NoNoNoNoNoNoNoNoNoNo113223 NoNoNoNoNoNoNoNoNoNo115222 NoNoNoNoNoNoNoNoNoNo115221 NoNoNoNoNoNoNoNoNoNo116220 NoNoNoNoNoNoNoNoNoNo3115219 NoNoNoNoNoNoNoNoNoNo3117218 NoNoNoNoNoNoNoNoNoNo5130217 NoNoNoNoNoNoNoNoNoNo9152216 NoNoNoNoNoNoNoNoNoNo10153215 NoNoNoNoNoNoNoNoNoNo10153214 NoNoNoNoNoNoNoNoNoNo11158213 NoNoNoNoNoNoNoNoNoNo12164212 NoNoNoNoNoNoNoNoNoNo12167211 NoNoNoNoNoNoNoNoNoNo12167210 NoNoNoNoNoNoNoNoNoNo1317129 NoNoNoNoNoNoNoNoNoNo1618928 NoNoNoNoNoNoNoNoNoNo1719427 NoNoNoNoNoNoNoNoNoNo18110126 NoNoNoNoNoNoNoNoNoNo21111225 NoNoNoNoNoNoNoNoNoNo22111824 NoNoNoNoNoNoNoNoNoNo25113923 NoNoNoNoNoNoNoNoNoNo26114222 NoNoNoNoNoNoNoNoNoNo27114821 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Trip Generation summary 2/22/2017Report File: \...\2023 PM.pdf Scenario 6: 2023 PMVistro File: \...\Eden Apartments.vistro 0.00000Added Trips Total 0.0000050.0050.000.0001.000ITE 2207: Apartment % of Total Trips Total TripsTrips OutTrips In% Out% InQuantityRateInd. Var.CodeLand Use variablesZone ID: Name Added Trips Version 4.00-00 Generated with Trip Distribution summary 2/22/2017Report File: \...\2023 PM.pdf Scenario 6: 2023 PMVistro File: \...\Eden Apartments.vistro 0100.000100.00Total 05.0005.006: Gate 015.00010.005: Gate 015.00010.004: Gate 030.00035.003: Gate 05.0005.002: Gate 030.00035.001: Gate TripsShare %TripsShare %Zone / Gate From Apartment:To Apartment: Zone 7: Apartment Version 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Intersection Analysis Summary 2/22/2017Report File: \...\EX AM + Project.pdf Scenario 3: EX AM + ProjectVistro File: \...\Eden Apartments.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. A9.70.092EB LeftHCM 2010Two-way stopAccess Road & 5th West4 B14.40.115SB LeftHCM 2010Two-way stopUniversity Blvd & New Access3 C20.80.104NB LeftHCM 2010Two-way stop7th South & 5th West2 C16.10.043NB LeftHCM 2010Two-way stopUniversity Blvd & 5th West1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Version 4.00-00 Generated with 0.043Volume to Capacity (v/c): CLevel Of Service: 16.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: University Blvd & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001101000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 51995103092485101951315Total Analysis Volume [veh/h] 150137762135134Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 51995103092485101951315Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 314054726512011Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21855526222795751214Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 2.89d_I, Intersection Delay [s/veh] AABBApproach LOS 0.190.5411.5714.56d_A, Approach Delay [s/veh] 0.000.000.300.000.001.3415.4615.4615.466.546.546.5495th-Percentile Queue Length [ft] 0.000.000.010.000.000.050.620.620.620.260.260.2695th-Percentile Queue Length [veh] AAAAAABBCBBCMovement LOS 0.000.007.910.000.007.6810.4214.7515.0310.6914.3116.07d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.020.100.020.050.010.030.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.104Volume to Capacity (v/c): CLevel Of Service: 20.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 7th South & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00400.00100.00100.00400.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 91762819375267217421266135Total Analysis Volume [veh/h] 244759471841132159Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 91762819375267217421266135Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 005200050303010Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 9176231737526721242963125Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 6.21d_I, Intersection Delay [s/veh] AABCApproach LOS 1.070.4714.4217.12d_A, Approach Delay [s/veh] 0.000.001.850.000.001.4325.2225.2225.2253.4553.4553.4595th-Percentile Queue Length [ft] 0.000.000.070.000.000.061.011.011.012.142.142.1495th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.008.180.000.007.6511.2017.5518.6814.5920.2420.82d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.020.080.050.130.160.170.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.115Volume to Capacity (v/c): BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 3: University Blvd & New Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 15283285155352Total Analysis Volume [veh/h] 4717141313Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 15283285155352Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 1562155352Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0277283000Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 2.08d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.3912.80d_A, Approach Delay [s/veh] 0.000.0023.1823.1816.8716.8795th-Percentile Queue Length [ft] 0.000.000.930.930.670.6795th-Percentile Queue Length [veh] AAAABBMovement LOS 0.000.000.007.8811.2514.37d_M, Delay for Movement [s/veh] 0.000.000.000.010.070.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.092Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 4: Access Road & 5th West Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 338017523610Total Analysis Volume [veh/h] 82041393Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 338017523610Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 237012006Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1010552364Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with AIntersection LOS 5.04d_I, Intersection Delay [s/veh] AAAApproach LOS 9.530.001.60d_A, Approach Delay [s/veh] 10.6110.610.000.002.322.3295th-Percentile Queue Length [ft] 0.420.420.000.000.090.0995th-Percentile Queue Length [veh] AAAAAAMovement LOS 9.159.680.000.000.007.37d_M, Delay for Movement [s/veh] 0.030.090.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Version 4.00-00 Generated with Turning Movement Volume: Summary 2/22/2017Report File: \...\EX AM + Project.pdf Scenario 3: EX AM + ProjectVistro File: \...\Eden Apartments.vistro 228 Total Volume 33 Right 80 Left Eastbound 17 Right 52 Thru Southbound 36 Thru 10 Left Northbound Access Road & 5th West4 Intersection NameID 703 Total Volume 15 Right 283 Thru Westbound 285 Thru 15 Left Eastbound 53 Right 52 Left Southbound University Blvd & New Access3 Intersection NameID 986 Total Volume 9 Right 176 Thru 28 Left Westbound 19 Right 375 Thru 26 Left Eastbound 72 Right 17 Thru 42 Left Southbound 126 Right 61 Thru 35 Left Northbound 7th South & 5th West2 Intersection NameID 699 Total Volume 5 Right 199 Thru 5 Left Westbound 10 Right 309 Thru 24 Left Eastbound 85 Right 10 Thru 19 Left Southbound 5 Right 13 Thru 15 Left Northbound University Blvd & 5th West1 Intersection NameID Version 4.00-00 Generated with Turning Movement Volume: Detail 2/22/2017Report File: \...\EX AM + Project.pdf Scenario 3: EX AM + ProjectVistro File: \...\Eden Apartments.vistro 228 0 111 0 - 117 Total Volume 33 0 23 0 1.00 10 Right 80 0 70 0 1.00 10 Left Eastbound 17 0 12 0 1.00 5 Right 52 0 0 0 1.00 52 Thru Southbound 36 0 0 0 1.00 36 Thru 10 0 6 0 1.00 4 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base Access Road & 5th West4 Volume TypeIntersection NameID 703 0 143 0 - 560 Total Volume 15 0 15 0 1.00 0 Right 283 0 6 0 1.00 277 Thru Westbound 285 0 2 0 1.00 283 Thru 15 0 15 0 1.00 0 Left Eastbound 53 0 53 0 1.00 0 Right 52 0 52 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & New Access3 Volume TypeIntersection NameID 986 0 82 0 - 904 Total Volume 9 0 0 0 1.00 9 Right 176 0 0 0 1.00 176 Thru 28 0 5 0 1.00 23 Left Westbound 19 0 2 0 1.00 17 Right 375 0 0 0 1.00 375 Thru 26 0 0 0 1.00 26 Left Eastbound 72 0 0 0 1.00 72 Right 17 0 5 0 1.00 12 Thru 42 0 0 0 1.00 42 Left Southbound 126 0 30 0 1.00 96 Right 61 0 30 0 1.00 31 Thru 35 0 10 0 1.00 25 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base 7th South & 5thWest2 Volume TypeIntersection NameID 699 0 96 0 - 603 Total Volume 5 0 3 0 1.00 2 Right 199 0 14 0 1.00 185 Thru 5 0 0 0 1.00 5 Left Westbound 10 0 5 0 1.00 5 Right 309 0 47 0 1.00 262 Thru 24 0 2 0 1.00 22 Left Eastbound 85 0 6 0 1.00 79 Right 10 0 5 0 1.00 5 Thru 19 0 12 0 1.00 7 Left Southbound 5 0 0 0 1.00 5 Right 13 0 1 0 1.00 12 Thru 15 0 1 0 1.00 14 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & 5th West1 Volume TypeIntersection NameID Version 4.00-00 Generated with Trip Generation summary 2/22/2017Report File: \...\EX AM + Project.pdf Scenario 3: EX AM + ProjectVistro File: \...\Eden Apartments.vistro 100.0024719849Added Trips Total 100.002471984980.0020.00247.0001.000ITE 2207: Apartments % of Total Trips Total TripsTrips OutTrips In% Out% InQuantityRateInd. Var.CodeLand Use variablesZone ID: Name Added Trips Version 4.00-00 Generated with Trip Distribution summary 2/22/2017Report File: \...\EX AM + Project.pdf Scenario 3: EX AM + ProjectVistro File: \...\Eden Apartments.vistro 198100.0048100.00Total 105.0025.006: Gate 3015.00510.005: Gate 3015.00510.004: Gate 5930.001735.003: Gate 105.0025.002: Gate 5930.001735.001: Gate TripsShare %TripsShare %Zone / Gate From Apartments:To Apartments: Zone 7: Apartments Version 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Intersection Analysis Summary 2/22/2017Report File: \...\EX AM.pdf Scenario 1: EX AMVistro File: \...\Eden Apartments.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. A9.10.011EB LeftHCM 2010Two-way stopAccess Road & 5th West4 B12.40.000SB LeftHCM 2010Two-way stopUniversity Blvd & New Access3 C17.70.071NB LeftHCM 2010Two-way stop7th South & 5th West2 B14.60.035NB LeftHCM 2010Two-way stopUniversity Blvd & 5th West1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Version 4.00-00 Generated with 0.035Volume to Capacity (v/c): BLevel Of Service: 14.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: University Blvd & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001101000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 21855526222795751214Total Analysis Volume [veh/h] 146116662012134Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 21855526222795751214Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21855526222795751214Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 2.59d_I, Intersection Delay [s/veh] AABBApproach LOS 0.200.5810.3213.41d_A, Approach Delay [s/veh] 0.000.000.290.000.001.2110.0510.0510.055.415.415.4195th-Percentile Queue Length [ft] 0.000.000.010.000.000.050.400.400.400.220.220.2295th-Percentile Queue Length [veh] AAAAAAABBBBBMovement LOS 0.000.007.790.000.007.649.8413.4713.5910.2013.3714.59d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.020.090.010.020.010.030.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.071Volume to Capacity (v/c): CLevel Of Service: 17.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 7th South & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00400.00100.00100.00400.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 9176231737526721242963125Total Analysis Volume [veh/h] 24464947183112486Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 9176231737526721242963125Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 9176231737526721242963125Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 4.60d_I, Intersection Delay [s/veh] AABBApproach LOS 0.900.4813.1113.95d_A, Approach Delay [s/veh] 0.000.001.510.000.001.4321.0021.0021.0027.7927.7927.7995th-Percentile Queue Length [ft] 0.000.000.060.000.000.060.840.840.841.111.111.1195th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.008.160.000.007.6510.5916.7316.4011.8817.3417.72d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.020.080.030.110.120.090.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 12.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 3: University Blvd & New Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 0277283000Total Analysis Volume [veh/h] 06971000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 0277283000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0277283000Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 0.00d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0011.04d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.809.7312.36d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.011Volume to Capacity (v/c): ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 4: Access Road & 5th West Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1010552364Total Analysis Volume [veh/h] 3311391Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 1010552364Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1010552364Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with AIntersection LOS 1.77d_I, Intersection Delay [s/veh] AAAApproach LOS 8.860.000.73d_A, Approach Delay [s/veh] 1.611.610.000.001.991.9995th-Percentile Queue Length [ft] 0.060.060.000.000.080.0895th-Percentile Queue Length [veh] AAAAAAMovement LOS 8.649.090.000.000.007.33d_M, Delay for Movement [s/veh] 0.010.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Version 4.00-00 Generated with Turning Movement Volume: Summary 2/22/2017Report File: \...\EX AM.pdf Scenario 1: EX AMVistro File: \...\Eden Apartments.vistro 117 Total Volume 10 Right 10 Left Eastbound 5 Right 52 Thru Southbound 36 Thru 4 Left Northbound Access Road & 5th West4 Intersection NameID 560 Total Volume 0 Right 277 Thru Westbound 283 Thru 0 Left Eastbound 0 Right 0 Left Southbound University Blvd & New Access3 Intersection NameID 904 Total Volume 9 Right 176 Thru 23 Left Westbound 17 Right 375 Thru 26 Left Eastbound 72 Right 12 Thru 42 Left Southbound 96 Right 31 Thru 25 Left Northbound 7th South & 5th West2 Intersection NameID 603 Total Volume 2 Right 185 Thru 5 Left Westbound 5 Right 262 Thru 22 Left Eastbound 79 Right 5 Thru 7 Left Southbound 5 Right 12 Thru 14 Left Northbound University Blvd & 5th West1 Intersection NameID Version 4.00-00 Generated with Turning Movement Volume: Detail 2/22/2017Report File: \...\EX AM.pdf Scenario 1: EX AMVistro File: \...\Eden Apartments.vistro 117 0 0 0 - 117 Total Volume 10 0 0 0 1.00 10 Right 10 0 0 0 1.00 10 Left Eastbound 5 0 0 0 1.00 5 Right 52 0 0 0 1.00 52 Thru Southbound 36 0 0 0 1.00 36 Thru 4 0 0 0 1.00 4 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base Access Road & 5th West4 Volume TypeIntersection NameID 560 0 0 0 - 560 Total Volume 0 0 0 0 1.00 0 Right 277 0 0 0 1.00 277 Thru Westbound 283 0 0 0 1.00 283 Thru 0 0 0 0 1.00 0 Left Eastbound 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & New Access3 Volume TypeIntersection NameID 904 0 0 0 - 904 Total Volume 9 0 0 0 1.00 9 Right 176 0 0 0 1.00 176 Thru 23 0 0 0 1.00 23 Left Westbound 17 0 0 0 1.00 17 Right 375 0 0 0 1.00 375 Thru 26 0 0 0 1.00 26 Left Eastbound 72 0 0 0 1.00 72 Right 12 0 0 0 1.00 12 Thru 42 0 0 0 1.00 42 Left Southbound 96 0 0 0 1.00 96 Right 31 0 0 0 1.00 31 Thru 25 0 0 0 1.00 25 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base 7th South & 5thWest2 Volume TypeIntersection NameID 603 0 0 0 - 603 Total Volume 2 0 0 0 1.00 2 Right 185 0 0 0 1.00 185 Thru 5 0 0 0 1.00 5 Left Westbound 5 0 0 0 1.00 5 Right 262 0 0 0 1.00 262 Thru 22 0 0 0 1.00 22 Left Eastbound 79 0 0 0 1.00 79 Right 5 0 0 0 1.00 5 Thru 7 0 0 0 1.00 7 Left Southbound 5 0 0 0 1.00 5 Right 12 0 0 0 1.00 12 Thru 14 0 0 0 1.00 14 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & 5th West1 Volume TypeIntersection NameID Version 4.00-00 Generated with Trip Generation summary 2/22/2017Report File: \...\EX AM.pdf Scenario 1: EX AMVistro File: \...\Eden Apartments.vistro 0.00000Added Trips Total 0.0000050.0050.000.0001.000ITE 2207: Apartment % of Total Trips Total TripsTrips OutTrips In% Out% InQuantityRateInd. Var.CodeLand Use variablesZone ID: Name Added Trips Version 4.00-00 Generated with Trip Distribution summary 2/22/2017Report File: \...\EX AM.pdf Scenario 1: EX AMVistro File: \...\Eden Apartments.vistro 0100.000100.00Total 05.0005.006: Gate 015.00010.005: Gate 015.00010.004: Gate 030.00035.003: Gate 05.0005.002: Gate 030.00035.001: Gate TripsShare %TripsShare %Zone / Gate From Apartment:To Apartment: Zone 7: Apartment Version 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Intersection Analysis Summary 2/22/2017Report File: \...\EX PM + Project.pdf Scenario 4: EX PM+ ProjectVistro File: \...\Eden Apartments.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B10.30.070EB LeftHCM 2010Two-way stopAccess Road & 5th West4 C15.60.072SB LeftHCM 2010Two-way stopUniversity Blvd & New Access3 D32.10.123SB LeftHCM 2010Two-way stop7th South & 5th West2 C18.20.031NB LeftHCM 2010Two-way stopUniversity Blvd & 5th West1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Version 4.00-00 Generated with 0.031Volume to Capacity (v/c): CLevel Of Service: 18.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: University Blvd & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001101000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1931585199814113104169Total Analysis Volume [veh/h] 5792150201033142Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 1931585199814113104169Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 145403257336055Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 52618217474381044114Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 2.84d_I, Intersection Delay [s/veh] AABCApproach LOS 0.182.3213.2516.32d_A, Approach Delay [s/veh] 0.000.000.440.000.005.3010.9210.9210.926.806.806.8095th-Percentile Queue Length [ft] 0.000.000.020.000.000.210.440.440.440.270.270.2795th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.650.000.008.1511.0816.8217.5210.2216.7718.23d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.070.060.040.030.000.050.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.123Volume to Capacity (v/c): DLevel Of Service: 32.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 7th South & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00400.00100.00100.00400.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 422931283821737676124855321Total Analysis Volume [veh/h] 117332105491715621135Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 422931283821737676124855321Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00201000020016165Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 422931082821737674124693716Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with DIntersection LOS 7.85d_I, Intersection Delay [s/veh] AACCApproach LOS 2.231.0224.3620.99d_A, Approach Delay [s/veh] 0.000.008.120.000.002.3456.6656.6656.6649.9449.9449.9495th-Percentile Queue Length [ft] 0.000.000.320.000.000.092.272.272.272.002.002.0095th-Percentile Queue Length [veh] AAAAAACDDCDDMovement LOS 0.000.008.050.000.008.0417.8728.4732.0615.5726.4529.16d_M, Delay for Movement [s/veh] 0.000.000.100.000.000.030.080.250.120.090.220.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.072Volume to Capacity (v/c): CLevel Of Service: 15.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 3: University Blvd & New Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 59310254612927Total Analysis Volume [veh/h] 1578641577Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 59310254612927Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 5937612927Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0307247000Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 1.68d_I, Intersection Delay [s/veh] AABApproach LOS 0.001.5913.24d_A, Approach Delay [s/veh] 0.000.0026.7526.759.559.5595th-Percentile Queue Length [ft] 0.000.001.071.070.380.3895th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.1911.0615.58d_M, Delay for Movement [s/veh] 0.000.000.000.050.040.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.070Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 4: Access Road & 5th West Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 245260409033Total Analysis Volume [veh/h] 6131510238Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 245260409033Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 1237500025Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12151040908Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 3.34d_I, Intersection Delay [s/veh] AAAApproach LOS 9.920.002.00d_A, Approach Delay [s/veh] 7.767.760.000.006.726.7295th-Percentile Queue Length [ft] 0.310.310.000.000.270.2795th-Percentile Queue Length [veh] ABAAAAMovement LOS 9.0910.300.000.000.007.47d_M, Delay for Movement [s/veh] 0.020.070.000.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Version 4.00-00 Generated with Turning Movement Volume: Summary 2/22/2017Report File: \...\EX PM + Project.pdf Scenario 4: EX PM+ ProjectVistro File: \...\Eden Apartments.vistro 299 Total Volume 24 Right 52 Left Eastbound 60 Right 40 Thru Southbound 90 Thru 33 Left Northbound Access Road & 5th West4 Intersection NameID 740 Total Volume 59 Right 310 Thru Westbound 254 Thru 61 Left Eastbound 29 Right 27 Left Southbound University Blvd & New Access3 Intersection NameID 1066 Total Volume 42 Right 293 Thru 128 Left Westbound 38 Right 217 Thru 37 Left Eastbound 67 Right 61 Thru 24 Left Southbound 85 Right 53 Thru 21 Left Northbound 7th South & 5th West2 Intersection NameID 720 Total Volume 19 Right 315 Thru 8 Left Westbound 5 Right 199 Thru 81 Left Eastbound 41 Right 13 Thru 10 Left Southbound 4 Right 16 Thru 9 Left Northbound University Blvd & 5th West1 Intersection NameID Version 4.00-00 Generated with Turning Movement Volume: Detail 2/22/2017Report File: \...\EX PM + Project.pdf Scenario 4: EX PM+ ProjectVistro File: \...\Eden Apartments.vistro 299 0 124 0 - 175 Total Volume 24 0 12 0 1.00 12 Right 52 0 37 0 1.00 15 Left Eastbound 60 0 50 0 1.00 10 Right 40 0 0 0 1.00 40 Thru Southbound 90 0 0 0 1.00 90 Thru 33 0 25 0 1.00 8 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base Access Road & 5th West4 Volume TypeIntersection NameID 740 0 186 0 - 554 Total Volume 59 0 59 0 1.00 0 Right 310 0 3 0 1.00 307 Thru Westbound 254 0 7 0 1.00 247 Thru 61 0 61 0 1.00 0 Left Eastbound 29 0 29 0 1.00 0 Right 27 0 27 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & New Access3 Volume TypeIntersection NameID 1066 0 87 0 - 979 Total Volume 42 0 0 0 1.00 42 Right 293 0 0 0 1.00 293 Thru 128 0 20 0 1.00 108 Left Westbound 38 0 10 0 1.00 28 Right 217 0 0 0 1.00 217 Thru 37 0 0 0 1.00 37 Left Eastbound 67 0 0 0 1.00 67 Right 61 0 20 0 1.00 41 Thru 24 0 0 0 1.00 24 Left Southbound 85 0 16 0 1.00 69 Right 53 0 16 0 1.00 37 Thru 21 0 5 0 1.00 16 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base 7th South & 5thWest2 Volume TypeIntersection NameID 720 0 125 0 - 595 Total Volume 19 0 14 0 1.00 5 Right 315 0 54 0 1.00 261 Thru 8 0 0 0 1.00 8 Left Westbound 5 0 3 0 1.00 2 Right 199 0 25 0 1.00 174 Thru 81 0 7 0 1.00 74 Left Eastbound 41 0 3 0 1.00 38 Right 13 0 3 0 1.00 10 Thru 10 0 6 0 1.00 4 Left Southbound 4 0 0 0 1.00 4 Right 16 0 5 0 1.00 11 Thru 9 0 5 0 1.00 4 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & 5th West1 Volume TypeIntersection NameID Version 4.00-00 Generated with Signal Warrants Report For Intersection 1: University Blvd & 5th West 642928534224 612827432823 602726832122 512322827421 492221726020 442019423319 401818021518 381717120517 311413716416 291312815415 291312815414 281212314713 251111113312 231010312311 231010312310 22101001209 13657688 7331387 6329346 3111145 219104 219103 11672 11671 NSWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph S, NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach NoNoTotal Volume Condition Met 44Number of Approaches on Intersection 720720Total Entering Volume on All Approaches During Same Hour NoNoHigh Minor Volume Condition Met 6429Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:140:07VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 13.216.3Total Stopped Delay Per Vehicle on Minor Approach (s) NSOrientation Warrant 3 Condition A 0030000000Hours Met NoNoYesNoNoNoNoNoNoNo932627524 NoNoYesNoNoNoNoNoNoNo892602523 NoNoYesNoNoNoNoNoNoNo872589522 NoNoNoNoNoNoNoNoNoNo742502521 NoNoNoNoNoNoNoNoNoNo712477520 NoNoNoNoNoNoNoNoNoNo642427519 NoNoNoNoNoNoNoNoNoNo582395518 NoNoNoNoNoNoNoNoNoNo552376517 NoNoNoNoNoNoNoNoNoNo452301516 NoNoNoNoNoNoNoNoNoNo422282515 NoNoNoNoNoNoNoNoNoNo422282514 NoNoNoNoNoNoNoNoNoNo402270513 NoNoNoNoNoNoNoNoNoNo362244512 NoNoNoNoNoNoNoNoNoNo332226511 NoNoNoNoNoNoNoNoNoNo332226510 NoNoNoNoNoNoNoNoNoNo32222059 NoNoNoNoNoNoNoNoNoNo19212558 NoNoNoNoNoNoNoNoNoNo1026957 NoNoNoNoNoNoNoNoNoNo926356 NoNoNoNoNoNoNoNoNoNo422555 NoNoNoNoNoNoNoNoNoNo321954 NoNoNoNoNoNoNoNoNoNo321953 NoNoNoNoNoNoNoNoNoNo221352 NoNoNoNoNoNoNoNoNoNo221351 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 2: 7th South & 5th West 336924 336923 5591422 5591421 66121920 1615294619 1717325118 3230589317 565310216216 575510516715 575510516714 625911418113 686512619912 726813120811 726813120810 76731402229 95911752788 100961842927 1081031993156 1211162223525 1271222343704 1491432744353 1531462804442 1591522924631 SNWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph N, SMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach YesYesTotal Volume Condition Met 44Number of Approaches on Intersection 10661066Total Entering Volume on All Approaches During Same Hour YesYesHigh Minor Volume Condition Met 159152Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:551:01VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 2124.4Total Stopped Delay Per Vehicle on Minor Approach (s) SNOrientation Warrant 3 Condition A 0363208652Hours Met NoNoNoNoNoNoNoNoNoNo6215624 NoNoNoNoNoNoNoNoNoNo6215623 NoNoNoNoNoNoNoNoNoNo10223622 NoNoNoNoNoNoNoNoNoNo10223621 NoNoNoNoNoNoNoNoNoNo12231620 NoNoNoNoNoNoNoNoNoNo31275619 NoNoNoNoNoNoNoNoNoNo34283618 NoNoNoNoNoNoNoNoNoNo622151617 NoNoNoNoNoNoNoNoNoNo1092264616 NoNoNoNoNoNoNoNoNoNo1122272615 NoNoNoNoNoNoNoNoNoNo1122272614 NoNoNoNoNoNoNoNoNoNo1212295613 NoNoNoNoNoNoNoNoNoNo1332325612 NoNoNoNoNoNoNoNoNoNo1402339611 NoNoNoNoNoNoNoNoNoNo1402339610 NoNoNoNoNoNoNoNoNoNo149236269 NoNoNoNoNoNoYesNoNoNo186245368 NoNoNoNoNoNoYesNoNoNo196247667 NoNoYesNoNoNoYesYesNoNo211251466 NoNoYesNoNoNoYesYesYesNo237257465 NoNoYesNoNoNoYesYesYesNo249260464 NoYesYesYesNoNoYesYesYesNo292270963 NoYesYesYesYesNoYesYesYesYes299272462 NoYesYesYesYesNoYesYesYesYes311275561 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 3: University Blvd & New Access 16724 16723 291122 291121 2131520 6323719 6354118 11637417 2011012916 2011313315 2011313314 2212314413 2413515912 2514216611 2514216610 271511779 341892218 351982327 382142516 432392805 452522954 532963473 543023542 563153691 NWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach YesTotal Volume Condition Met 3Number of Approaches on Intersection 740Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 56Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:12VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 13.2Total Stopped Delay Per Vehicle on Minor Approach (s) NOrientation Warrant 3 Condition A 0053000000Hours Met NoNoNoNoNoNoNoNoNoNo1113224 NoNoNoNoNoNoNoNoNoNo1113223 NoNoNoNoNoNoNoNoNoNo2120222 NoNoNoNoNoNoNoNoNoNo2120221 NoNoNoNoNoNoNoNoNoNo2128220 NoNoNoNoNoNoNoNoNoNo6169219 NoNoNoNoNoNoNoNoNoNo6176218 NoNoNoNoNoNoNoNoNoNo111137217 NoNoNoNoNoNoNoNoNoNo201239216 NoNoNoNoNoNoNoNoNoNo201246215 NoNoNoNoNoNoNoNoNoNo201246214 NoNoNoNoNoNoNoNoNoNo221267213 NoNoNoNoNoNoNoNoNoNo241294212 NoNoNoNoNoNoNoNoNoNo251308211 NoNoNoNoNoNoNoNoNoNo251308210 NoNoNoNoNoNoNoNoNoNo27132829 NoNoNoNoNoNoNoNoNoNo34141028 NoNoNoNoNoNoNoNoNoNo35143027 NoNoNoNoNoNoNoNoNoNo38146526 NoNoYesNoNoNoNoNoNoNo43151925 NoNoYesNoNoNoNoNoNoNo45154724 NoNoYesYesNoNoNoNoNoNo53164323 NoNoYesYesNoNoNoNoNoNo54165622 NoNoYesYesNoNoNoNoNoNo56168421 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 4: Access Road & 5th West 22224 22223 23422 23421 34520 8101219 8111418 15202517 27354316 27364415 27364414 30394813 33435312 34455511 34455510 3648599 4660748 4863777 5268846 5876935 6180984 71941163 73961182 761001231 WNS Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph WMinor Approaches S, NMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach NoTotal Volume Condition Met 3Number of Approaches on Intersection 299Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 76Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:12VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 9.9Total Stopped Delay Per Vehicle on Minor Approach (s) WOrientation Warrant 3 Condition A 0000000000Hours Met NoNoNoNoNoNoNoNoNoNo214224 NoNoNoNoNoNoNoNoNoNo214223 NoNoNoNoNoNoNoNoNoNo217222 NoNoNoNoNoNoNoNoNoNo217221 NoNoNoNoNoNoNoNoNoNo319220 NoNoNoNoNoNoNoNoNoNo8122219 NoNoNoNoNoNoNoNoNoNo8125218 NoNoNoNoNoNoNoNoNoNo15145217 NoNoNoNoNoNoNoNoNoNo27178216 NoNoNoNoNoNoNoNoNoNo27180215 NoNoNoNoNoNoNoNoNoNo27180214 NoNoNoNoNoNoNoNoNoNo30187213 NoNoNoNoNoNoNoNoNoNo33196212 NoNoNoNoNoNoNoNoNoNo341100211 NoNoNoNoNoNoNoNoNoNo341100210 NoNoNoNoNoNoNoNoNoNo36110729 NoNoNoNoNoNoNoNoNoNo46113428 NoNoNoNoNoNoNoNoNoNo48114027 NoNoNoNoNoNoNoNoNoNo52115226 NoNoNoNoNoNoNoNoNoNo58116925 NoNoNoNoNoNoNoNoNoNo61117824 NoNoNoNoNoNoNoNoNoNo71121023 NoNoNoNoNoNoNoNoNoNo73121422 NoNoNoNoNoNoNoNoNoNo76122321 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Trip Generation summary 2/22/2017Report File: \...\EX PM + Project.pdf Scenario 4: EX PM+ ProjectVistro File: \...\Eden Apartments.vistro 100.00300105195Added Trips Total 100.0030010519535.0065.00300.0001.000ITE 2207: Apartment % of Total Trips Total TripsTrips OutTrips In% Out% InQuantityRateInd. Var.CodeLand Use variablesZone ID: Name Added Trips Version 4.00-00 Generated with Trip Distribution summary 2/22/2017Report File: \...\EX PM + Project.pdf Scenario 4: EX PM+ ProjectVistro File: \...\Eden Apartments.vistro 105100.00196100.00Total 55.00105.006: Gate 1615.002010.005: Gate 1615.002010.004: Gate 3130.006835.003: Gate 55.00105.002: Gate 3230.006835.001: Gate TripsShare %TripsShare %Zone / Gate From Apartment:To Apartment: Zone 7: Apartment Version 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Intersection Analysis Summary 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. A9.50.018EB LeftHCM 2010Two-way stopAccess Road & 5th West4 B12.30.000SB LeftHCM 2010Two-way stopUniversity Blvd & New Access3 C25.00.103SB LeftHCM 2010Two-way stop7th South & 5th West2 C15.60.011NB LeftHCM 2010Two-way stopUniversity Blvd & 5th West1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Version 4.00-00 Generated with 0.011Volume to Capacity (v/c): CLevel Of Service: 15.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: University Blvd & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001101000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 52618217474381044114Total Analysis Volume [veh/h] 1652144191031131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 52618217474381044114Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 52618217474381044114Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 2.53d_I, Intersection Delay [s/veh] AABBApproach LOS 0.222.3511.4713.80d_A, Approach Delay [s/veh] 0.000.000.430.000.004.536.986.986.983.473.473.4795th-Percentile Queue Length [ft] 0.000.000.020.000.000.180.280.280.280.140.140.1495th-Percentile Queue Length [veh] AAAAAABBCABCMovement LOS 0.000.007.590.000.007.9410.2014.8515.109.5314.7015.60d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.060.050.030.010.000.030.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.103Volume to Capacity (v/c): CLevel Of Service: 25.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 7th South & 5th West Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00400.00100.00100.00400.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 422931082821737674124693716Total Analysis Volume [veh/h] 1173277549171061794Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 422931082821737674124693716Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 422931082821737674124693716Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with CIntersection LOS 5.78d_I, Intersection Delay [s/veh] AACCApproach LOS 1.941.0518.7916.58d_A, Approach Delay [s/veh] 0.000.006.680.000.002.3436.4836.4836.4828.6628.6628.6695th-Percentile Queue Length [ft] 0.000.000.270.000.000.091.461.461.461.151.151.1595th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.970.000.008.0413.8523.2424.9812.2222.0122.78d_M, Delay for Movement [s/veh] 0.000.000.080.000.000.030.080.160.100.080.140.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 12.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 3: University Blvd & New Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 0307247000Total Analysis Volume [veh/h] 07762000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 0307247000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0307247000Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with BIntersection LOS 0.00d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0011.10d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.879.9112.30d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Version 4.00-00 Generated with 0.018Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 4: Access Road & 5th West Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 12151045908Total Analysis Volume [veh/h] 34311232Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.0000Peak Hour Factor 12151045908Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12151045908Base Volume Input [veh/h] Name volumes Version 4.00-00 Generated with AIntersection LOS 1.69d_I, Intersection Delay [s/veh] AAAApproach LOS 9.100.000.60d_A, Approach Delay [s/veh] 2.302.300.000.005.065.0695th-Percentile Queue Length [ft] 0.090.090.000.000.200.2095th-Percentile Queue Length [veh] AAAAAAMovement LOS 8.669.460.000.000.007.33d_M, Delay for Movement [s/veh] 0.010.020.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Version 4.00-00 Generated with Turning Movement Volume: Summary 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 180 Total Volume 12 Right 15 Left Eastbound 10 Right 45 Thru Southbound 90 Thru 8 Left Northbound Access Road & 5th West4 Intersection NameID 554 Total Volume 0 Right 307 Thru Westbound 247 Thru 0 Left Eastbound 0 Right 0 Left Southbound University Blvd & New Access3 Intersection NameID 979 Total Volume 42 Right 293 Thru 108 Left Westbound 28 Right 217 Thru 37 Left Eastbound 67 Right 41 Thru 24 Left Southbound 69 Right 37 Thru 16 Left Northbound 7th South & 5th West2 Intersection NameID 595 Total Volume 5 Right 261 Thru 8 Left Westbound 2 Right 174 Thru 74 Left Eastbound 38 Right 10 Thru 4 Left Southbound 4 Right 11 Thru 4 Left Northbound University Blvd & 5th West1 Intersection NameID Version 4.00-00 Generated with Turning Movement Volume: Detail 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 180 0 0 0 - 180 Total Volume 12 0 0 0 1.00 12 Right 15 0 0 0 1.00 15 Left Eastbound 10 0 0 0 1.00 10 Right 45 0 0 0 1.00 45 Thru Southbound 90 0 0 0 1.00 90 Thru 8 0 0 0 1.00 8 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base Access Road & 5th West4 Volume TypeIntersection NameID 554 0 0 0 - 554 Total Volume 0 0 0 0 1.00 0 Right 307 0 0 0 1.00 307 Thru Westbound 247 0 0 0 1.00 247 Thru 0 0 0 0 1.00 0 Left Eastbound 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & New Access3 Volume TypeIntersection NameID 979 0 0 0 - 979 Total Volume 42 0 0 0 1.00 42 Right 293 0 0 0 1.00 293 Thru 108 0 0 0 1.00 108 Left Westbound 28 0 0 0 1.00 28 Right 217 0 0 0 1.00 217 Thru 37 0 0 0 1.00 37 Left Eastbound 67 0 0 0 1.00 67 Right 41 0 0 0 1.00 41 Thru 24 0 0 0 1.00 24 Left Southbound 69 0 0 0 1.00 69 Right 37 0 0 0 1.00 37 Thru 16 0 0 0 1.00 16 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base 7th South & 5thWest2 Volume TypeIntersection NameID 595 0 0 0 - 595 Total Volume 5 0 0 0 1.00 5 Right 261 0 0 0 1.00 261 Thru 8 0 0 0 1.00 8 Left Westbound 2 0 0 0 1.00 2 Right 174 0 0 0 1.00 174 Thru 74 0 0 0 1.00 74 Left Eastbound 38 0 0 0 1.00 38 Right 10 0 0 0 1.00 10 Thru 4 0 0 0 1.00 4 Left Southbound 4 0 0 0 1.00 4 Right 11 0 0 0 1.00 11 Thru 4 0 0 0 1.00 4 Left Northbound Future Total Other Net New Trips In Process Growth Rate Final Base University Blvd & 5th West1 Volume TypeIntersection NameID Version 4.00-00 Generated with Fair Share Volumes 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 12151045908Total Analysis Volume 000000Total Volume 00000007: Apartment RightLeftRightThruThruLeft EastboundSouthboundNorthbound TotalZone ID: Name Intersection 4: Access Road & 5th West 0307247000Total Analysis Volume 000000Total Volume 00000007: Apartment RightThruThruLeftRightLeft WestboundEastboundSouthbound TotalZone ID: Name Intersection 3: University Blvd & New Access 422931082821737674124693716Total Analysis Volume 000000000000Total Volume 00000000000007: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 2: 7th South & 5th West 52618217474381044114Total Analysis Volume 000000000000Total Volume 00000000000007: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 1: University Blvd & 5th West Version 4.00-00 Generated with Fair Share % of Net New Site 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 0.00%0.00%0.00%0.00%0.00%0.00%Total NaN%0%0%0%000%7: Apartment RightLeftRightThruThruLeft EastboundSouthboundNorthbound TotalZone ID: Name Intersection 4: Access Road & 5th West 0.00%0.00%0.00%0.00%0.00%0.00%Total NaN%0%0%0%0%0%0%7: Apartment RightThruThruLeftRightLeft WestboundEastboundSouthbound TotalZone ID: Name Intersection 3: University Blvd & New Access 0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%Total NaN%000%0%0000%00%0%0%7: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 2: 7th South & 5th West 0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%Total NaN%0%0%00%0%0%0%0%0%00%0%7: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 1: University Blvd & 5th West Version 4.00-00 Generated with Fair Share % of Total Analysis 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 0.00%0.00%0.00%0.00%0.00%0.00%Total 0.00%0%0%0%000%7: Apartment RightLeftRightThruThruLeft EastboundSouthboundNorthbound TotalZone ID: Name Intersection 4: Access Road & 5th West 0.00%0.00%0.00%0.00%0.00%0.00%Total 0.00%0%0%0%0%0%0%7: Apartment RightThruThruLeftRightLeft WestboundEastboundSouthbound TotalZone ID: Name Intersection 3: University Blvd & New Access 0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%Total 0.00%000%0%0000%00%0%0%7: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 2: 7th South & 5th West 0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%Total 0.00%0%0%00%0%0%0%0%0%00%0%7: Apartment RightThruLeftRightThruLeftRightThruLeftRightThruLeft WestboundEastboundSouthboundNorthbound TotalZone ID: Name Intersection 1: University Blvd & 5th West Version 4.00-00 Generated with Signal Warrants Report For Intersection 1: University Blvd & 5th West 521925027424 501824026323 491823525822 421520021921 401419020820 351317018619 331215817318 311115016417 25912013216 23911312315 23911312314 22810811813 2079810712 197909911 197909910 18788969 10450558 6228307 5225276 2110115 21884 21883 10552 10551 NSWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph S, NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach NoNoTotal Volume Condition Met 44Number of Approaches on Intersection 595595Total Entering Volume on All Approaches During Same Hour NoNoHigh Minor Volume Condition Met 5219Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:090:04VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 11.513.8Total Stopped Delay Per Vehicle on Minor Approach (s) NSOrientation Warrant 3 Condition A 0010000000Hours Met NoNoYesNoNoNoNoNoNoNo712524524 NoNoNoNoNoNoNoNoNoNo682503523 NoNoNoNoNoNoNoNoNoNo672493522 NoNoNoNoNoNoNoNoNoNo572419521 NoNoNoNoNoNoNoNoNoNo542398520 NoNoNoNoNoNoNoNoNoNo482356519 NoNoNoNoNoNoNoNoNoNo452331518 NoNoNoNoNoNoNoNoNoNo422314517 NoNoNoNoNoNoNoNoNoNo342252516 NoNoNoNoNoNoNoNoNoNo322236515 NoNoNoNoNoNoNoNoNoNo322236514 NoNoNoNoNoNoNoNoNoNo302226513 NoNoNoNoNoNoNoNoNoNo272205512 NoNoNoNoNoNoNoNoNoNo262189511 NoNoNoNoNoNoNoNoNoNo262189510 NoNoNoNoNoNoNoNoNoNo25218459 NoNoNoNoNoNoNoNoNoNo14210558 NoNoNoNoNoNoNoNoNoNo825857 NoNoNoNoNoNoNoNoNoNo725256 NoNoNoNoNoNoNoNoNoNo322155 NoNoNoNoNoNoNoNoNoNo321654 NoNoNoNoNoNoNoNoNoNo321653 NoNoNoNoNoNoNoNoNoNo121052 NoNoNoNoNoNoNoNoNoNo121051 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 2: 7th South & 5th West 236924 236923 4481322 4481321 55111820 1213284419 1315314918 2426568917 43469915516 444810215915 444810215914 485111017313 525712119012 555912719911 555912719910 59631352139 73791692668 77831782797 83901923016 931002143375 981062263544 1151242654163 1171272714252 1221322824431 SNWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph N, SMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoNoWarrant Met for Approach YesYesTotal Volume Condition Met 44Number of Approaches on Intersection 979979Total Entering Volume on All Approaches During Same Hour YesYesHigh Minor Volume Condition Met 122132Volume on Minor Street Approach During Same Hour NoNoDelay Condition Met 0:330:41VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 11Number of Lanes on Minor Street Approach 16.618.8Total Stopped Delay Per Vehicle on Minor Approach (s) SNOrientation Warrant 3 Condition A 0153106430Hours Met NoNoNoNoNoNoNoNoNoNo5215624 NoNoNoNoNoNoNoNoNoNo5215623 NoNoNoNoNoNoNoNoNoNo8221622 NoNoNoNoNoNoNoNoNoNo8221621 NoNoNoNoNoNoNoNoNoNo10229620 NoNoNoNoNoNoNoNoNoNo25272619 NoNoNoNoNoNoNoNoNoNo28280618 NoNoNoNoNoNoNoNoNoNo502145617 NoNoNoNoNoNoNoNoNoNo892254616 NoNoNoNoNoNoNoNoNoNo922261615 NoNoNoNoNoNoNoNoNoNo922261614 NoNoNoNoNoNoNoNoNoNo992283613 NoNoNoNoNoNoNoNoNoNo1092311612 NoNoNoNoNoNoNoNoNoNo1142326611 NoNoNoNoNoNoNoNoNoNo1142326610 NoNoNoNoNoNoNoNoNoNo122234869 NoNoNoNoNoNoNoNoNoNo152243568 NoNoNoNoNoNoNoNoNoNo160245767 NoNoNoNoNoNoYesNoNoNo173249366 NoNoYesNoNoNoYesNoNoNo193255165 NoNoYesNoNoNoYesYesNoNo204258064 NoNoYesYesNoNoYesYesYesNo239268163 NoNoYesYesNoNoYesYesYesNo244269662 NoYesYesYesYesNoYesYesYesNo254272561 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 3: University Blvd & New Access 05624 05623 07922 07921 0101220 0253119 0273418 0496117 08610716 08911115 08911114 09612013 010613212 011113811 011113810 01191479 01481848 01561937 01682096 01882335 01982464 02322893 02372952 02473071 NWE Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph NMinor Approaches E, WMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach NoTotal Volume Condition Met 3Number of Approaches on Intersection 554Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 0Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:00VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 11.1Total Stopped Delay Per Vehicle on Minor Approach (s) NOrientation Warrant 3 Condition A 0000000000Hours Met NoNoNoNoNoNoNoNoNoNo0111224 NoNoNoNoNoNoNoNoNoNo0111223 NoNoNoNoNoNoNoNoNoNo0116222 NoNoNoNoNoNoNoNoNoNo0116221 NoNoNoNoNoNoNoNoNoNo0122220 NoNoNoNoNoNoNoNoNoNo0156219 NoNoNoNoNoNoNoNoNoNo0161218 NoNoNoNoNoNoNoNoNoNo01110217 NoNoNoNoNoNoNoNoNoNo01193216 NoNoNoNoNoNoNoNoNoNo01200215 NoNoNoNoNoNoNoNoNoNo01200214 NoNoNoNoNoNoNoNoNoNo01216213 NoNoNoNoNoNoNoNoNoNo01238212 NoNoNoNoNoNoNoNoNoNo01249211 NoNoNoNoNoNoNoNoNoNo01249210 NoNoNoNoNoNoNoNoNoNo0126629 NoNoNoNoNoNoNoNoNoNo0133228 NoNoNoNoNoNoNoNoNoNo0134927 NoNoNoNoNoNoNoNoNoNo0137726 NoNoNoNoNoNoNoNoNoNo0142125 NoNoNoNoNoNoNoNoNoNo0144424 NoNoNoNoNoNoNoNoNoNo0152123 NoNoNoNoNoNoNoNoNoNo0153222 NoNoNoNoNoNoNoNoNoNo0155421 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Signal Warrants Report For Intersection 4: Access Road & 5th West 11224 11223 12322 12321 12420 361019 361118 5112017 9193416 10203515 10203514 11213813 12244212 12254411 12254410 1326479 1633598 1735627 1837676 2142745 2244784 2552923 2653942 2755981 WNS Minor StreetsMajor StreetsHour Warrant Analysis Traffic Volumes 100%Warrant Factor NoPopulation < 10,000 NoSpeed > 40mph WMinor Approaches S, NMajor Approaches Intersection Warrants Parameters NoPeak Hour#3 NoFour Hour Vehicular Volume#2 NoEight Hour Vehicular Volume#1 Met?NameWarrant Warrants Summary Version 4.00-00 Generated with NoWarrant Met for Intersection NoWarrant Met for Approach NoTotal Volume Condition Met 3Number of Approaches on Intersection 180Total Entering Volume on All Approaches During Same Hour NoHigh Minor Volume Condition Met 27Volume on Minor Street Approach During Same Hour NoDelay Condition Met 0:04VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1Number of Lanes on Minor Street Approach 9.1Total Stopped Delay Per Vehicle on Minor Approach (s) WOrientation Warrant 3 Condition A 0000000000Hours Met NoNoNoNoNoNoNoNoNoNo113224 NoNoNoNoNoNoNoNoNoNo113223 NoNoNoNoNoNoNoNoNoNo115222 NoNoNoNoNoNoNoNoNoNo115221 NoNoNoNoNoNoNoNoNoNo116220 NoNoNoNoNoNoNoNoNoNo3116219 NoNoNoNoNoNoNoNoNoNo3117218 NoNoNoNoNoNoNoNoNoNo5131217 NoNoNoNoNoNoNoNoNoNo9153216 NoNoNoNoNoNoNoNoNoNo10155215 NoNoNoNoNoNoNoNoNoNo10155214 NoNoNoNoNoNoNoNoNoNo11159213 NoNoNoNoNoNoNoNoNoNo12166212 NoNoNoNoNoNoNoNoNoNo12169211 NoNoNoNoNoNoNoNoNoNo12169210 NoNoNoNoNoNoNoNoNoNo1317329 NoNoNoNoNoNoNoNoNoNo1619228 NoNoNoNoNoNoNoNoNoNo1719727 NoNoNoNoNoNoNoNoNoNo18110426 NoNoNoNoNoNoNoNoNoNo21111625 NoNoNoNoNoNoNoNoNoNo22112224 NoNoNoNoNoNoNoNoNoNo25114423 NoNoNoNoNoNoNoNoNoNo26114722 NoNoNoNoNoNoNoNoNoNo27115321 Condition B56%70%80%100%56%70%80%100%VolumeNumberVolumeNumber Warrant 3Warrant 2Warrant 1 Condition BWarrant 1 Condition AMinor LanesMajor LanesHour Warrant Analysis by Hour Version 4.00-00 Generated with Trip Generation summary 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 0.00000Added Trips Total 0.0000050.0050.000.0001.000ITE 2207: Apartment % of Total Trips Total TripsTrips OutTrips In% Out% InQuantityRateInd. Var.CodeLand Use variablesZone ID: Name Added Trips Version 4.00-00 Generated with Trip Distribution summary 2/22/2017Report File: \...\EX PM.pdf Scenario 2: EX PMVistro File: \...\Eden Apartments.vistro 0100.000100.00Total 05.0005.006: Gate 015.00010.005: Gate 015.00010.004: Gate 030.00035.003: Gate 05.0005.002: Gate 030.00035.001: Gate TripsShare %TripsShare %Zone / Gate From Apartment:To Apartment: Zone 7: Apartment Version 4.00-00 Generated with Study Intersections Version 4.00-00 Generated with Lane Configuration and Traffic Control Version 4.00-00 Generated with Traffic Volume - Base Volume Version 4.00-00 Generated with Traffic Volume - In-Process Volume Version 4.00-00 Generated with Traffic Volume - Net New Site Trips Version 4.00-00 Generated with Traffic Volume - Other Volume Version 4.00-00 Generated with Traffic Volume - Future Total Volume Version 4.00-00 Generated with Traffic Conditions Version 4.00-00 Generated with Fair Share - Fair Share Volumes - Zone 7: Apartment Version 4.00-00 Generated with Fair Share - Fair Share % of Net New Site - Zone 7: Apartment Version 4.00-00 Generated with Fair Share - Fair Share % of Total Analysis - Zone 7: Apartment