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Buttenhoff Trip Generation and Access Memo MEMORANDUM TBPLS Firm No. 10074302 Date: June 30, 2021 Re: Buttenhoff Industrial Trip Generation and Access File #0024684.00 To: Daniel Parks, P.E., Senior Project Manager From: Paul Villaluz, P.E., PTOE, RSP1 Christopher Topacio This memorandum has been prepared to address the following transportation-related aspects of the proposed 82,500 square foot Buttenhoff Industrial project: • Trip Generation • Trip Distribution • Trip Assignment • Total Intersection Volumes • Left Turn Storage Bay Analysis A Preliminary Concept Site Plan is shown on the next page. Trip Generation The 10th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Manual was used to estimate the number of vehicle trips that could be generated by the project. This manual is a standard reference used by municipalities and public agencies throughout the United States. The trip generation characteristics included in the manual are summarized by general land use type and are based on actual trip generation studies performed at numerous locations in areas of various populations. Trip generation for the proposed Buttenhoff Industrial project is based on average rates during the AM and PM peak hours for a general light industrial land use (ITE Land Use Code 110). The resulting trip generation is summarized in Table 1. Calculations are provided in Appendix A. 789512899891086INFILTRATION PONDPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXSSTEEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANBUILDINGTRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROAD STATE HIGWAY NO. 212STOUGHTON AVENUE125 .00 30.00' 25.00' PARKING SETBACK BUILDING SETBACKTRUCK ENTRANCEFULL ACCESSAUTO ONLY ENTRANCEPROPOSED LOT = 9.01 AC12'62'35.29'35.25'54.93' 26'26.00'REMAINDER LOT = 15.17 ACPOSSIBLE LOT LINECITY OF CHASKA73.35'R60.00 'INFILTRATION POND82,500 SF BUILDING134 PARKING STALLSDRAIN FIELDINFILTRATION PONDPOSSIBLE LOT LINESHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0031776.00\DWG\EXHIBITS\0031776TRUCKTURNEXHIBIT.DWG CHANHASSEN, MINNESOTA05/11/2021...BUTTENHOFF INDUSTRIALCONCEPT SITE PLAN& TRUCK MOVEMENTS21000 STATE HIGHWAY 7EXCELSIOR, MN 55331BUTTENHOFF INDUSTRIAL104/27/2021.XX/XX/XX...XX/XX/XXXX/XX/XXJOEL BUTTENHOFF..© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'40'80'120'1" = 40'40'8' or 4'..........PROJECT NUMBER: 0031776.00PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TSteering AngleLock to Lock TimeArticulating AngleWB-67Trailer TrackTractor TrackTrailer WidthTractor Width19.504.00feet8.508.50:8.008.00:::0.003.0045.5015.0053.00:::6.028.475.0 June 30, 2021 Page 3 0024684.00 Table 1 – Buttenhoff Industrial Trip Generation ITE Code Land Use Size Weekday AM Peak Hour PM Peak Hour In Out Total In Out Total In Out Total 110 General Light Industrial 82.5 ksf GFA 205 204 409 51 7 58 7 45 52 Institute of Transportation Engineers (ITE) Trip Generation, 10th Edition According to the latest ITE Trip Generation Manual (see Appendix A), trucks are anticipated to comprise 3% of the AM peak hour trips and 2% of the PM peak hour trips. Using these percentages, two trucks are anticipated to access the site during the AM peak hour and one truck is anticipated to access the site during the PM peak hour. Trip Distribution The directional distribution of project traffic quantifies the percentage of project-generated traffic that arrives and departs the project site in each direction by type of use. The primary trip distribution quantifies the percentage of site-generated traffic that generally arrives and departs the project site along the same route. Primary trips are new trips to the street network and project driveways. Figure 1 illustrates the anticipated primary project trip distribution for the Buttenhoff Industrial project. The primary trip distribution is based on anticipated access restrictions and internal circulation through each project driveway, anticipated trip origins and destinations with the surrounding areas, and engineering judgment. It is assumed that 90% of the total trip vehicles (cars and trucks) will access the site via the Audubon driveway. It is assumed that both proposed driveway locations will have full access – no left or right turn movements into and out of the driveway locations will be prohibited. Trip Assignment Project traffic assignment was calculated by applying the primary trip distribution percentages found in Figure 1 to the primary project trip generation found in Table 1. The resulting traffic assignments at the intersections are illustrated in Figure 2 for the primary trip assignment. POHPOHPOHPOHPOHPOHPOHPOHPOHXFFE=759.46FFE=760.00SSTEEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGRETAINING WALLELECTRICCABINETTRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROADSTATE HIGWAY NO. 212STOUGHTON AVENUEAREA NOT SURVEYED125.00SSSSSTSIGNROCK LANDSCAPINGGUARD RAILWEMAILTTRUCK ENTRANCEFULL ACCESSAUTO ONLY ENTRANCEPROPOSED LOT= 9.02 ACREMAINDER LOT= 15.16 ACPROPOSED LOT LINECITY OF CHASKAR60'INFILTRATIONPONDDRAIN FIELDINFILTRATION PONDPROPOSED LOT LINESTOUGHTON AVENUEPROPOSEDINDUSTRIALBUILDING81,660 SFSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0031776.00\DWG\EXHIBITS\210617_0031776AUDUBON STRIPING WITH VOLGRAPH.DWG CHANHASSEN, MINNESOTA06/22/2021...BUTTENHOFF INDUSTRIALAUDUBON DRIVE PRELIMINARYAM/PM TRIP DISTRIBUTION21000 STATE HIGHWAY 7EXCELSIOR, MN 55331BUTTENHOFF INDUSTRIAL104/27/2021..JOEL BUTTENHOFF----© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'70'140'210'1" = 70'70'14' or 7'..........PROJECT NUMBER: 0031776.00PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T STOPSTOPSTOPSTOP06/14/21 POHPOHPOHPOHPOHPOHPOHPOHPOHXFFE=759.46FFE=760.00SSTEEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGRETAINING WALLELECTRICCABINETTRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROADSTATE HIGWAY NO. 212STOUGHTON AVENUEAREA NOT SURVEYED125.00SSSSSTSIGNROCK LANDSCAPINGGUARD RAILWEMAILTTRUCK ENTRANCEFULL ACCESSAUTO ONLY ENTRANCEPROPOSED LOT= 9.02 ACREMAINDER LOT= 15.16 ACPROPOSED LOT LINECITY OF CHASKAR60'INFILTRATIONPONDDRAIN FIELDINFILTRATION PONDPROPOSED LOT LINESTOUGHTON AVENUEPROPOSEDINDUSTRIALBUILDING81,660 SFSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0031776.00\DWG\EXHIBITS\210617_0031776AUDUBON STRIPING WITH VOLGRAPH.DWG CHANHASSEN, MINNESOTA06/22/2021...BUTTENHOFF INDUSTRIALAUDUBON DRIVE PRELIMINARYTRIP ASSIGNMENT21000 STATE HIGHWAY 7EXCELSIOR, MN 55331BUTTENHOFF INDUSTRIAL204/27/2021.06/14/21.JOEL BUTTENHOFF----© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'70'140'210'1" = 70'70'14' or 7'..........PROJECT NUMBER: 0031776.00PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T STOPSTOPSTOPSTOP June 30, 2021 Page 4 0024684.00 Total Intersection Volumes In order to approximate intersection operations at the two project driveway locations, Annual Daily Traffic (ADT) information was collected at Audubon Road and at Stoughton Avenue from the Minnesota Department of Transportation (MnDOT Traffic Forecasting & Analysis, 2018). Figure 3. ADT information on Stoughton Avenue Figure 4. ADT information on Audubon Road It is assumed that both of the peak hours represent 10% of the ADT. The assumed vehicles per hour were calculated by taking 10% of the most recent ADT and dividing it by 2 to indicate how many vehicles will travel in each direction. Therefore, 189 vehicles per hour (3750 x 0.10 =375. 375/2 = 188.5) are assumed to travel northbound and southbound during both AM and PM peak hours along Audubon Road at Project Driveway A. 115 vehicles per hour (2300 x 0.10 =230. 230/2= 115) are assumed to travel eastbound and westbound along Stoughton Avenue at Project Driveway B. These volumes have been added to trip assignment in Figure 2. Total volumes are included on Figure 5. POHPOHPOHPOHPOHPOHPOHPOHPOHXFFE=759.46FFE=760.00SSTEEEESPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHTRANSMISSIONLINE TOWERBUILDINGRETAINING WALLELECTRICCABINETTRANSMISSION LINE EASEMENTPER DOC NO. A455245AUDUBON ROADSTATE HIGWAY NO. 212STOUGHTON AVENUEAREA NOT SURVEYED125.00SSSSSTSIGNROCK LANDSCAPINGGUARD RAILWEMAILTTRUCK ENTRANCEFULL ACCESSAUTO ONLY ENTRANCEPROPOSED LOT= 9.02 ACREMAINDER LOT= 15.16 ACPROPOSED LOT LINECITY OF CHASKAR60'INFILTRATIONPONDDRAIN FIELDINFILTRATION PONDPROPOSED LOT LINESTOUGHTON AVENUEPROPOSEDINDUSTRIALBUILDING81,660 SFSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0031776.00\DWG\EXHIBITS\210617_0031776AUDUBON STRIPING WITH VOLGRAPH.DWG CHANHASSEN, MINNESOTA06/22/2021...BUTTENHOFF INDUSTRIALAUDUBON DRIVE PRELIMINARYTOTAL VOLUMES21000 STATE HIGHWAY 7EXCELSIOR, MN 55331BUTTENHOFF INDUSTRIAL504/27/2021.06/14/21.JOEL BUTTENHOFF----© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'70'140'210'1" = 70'70'14' or 7'..........PROJECT NUMBER: 0031776.00PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T STOPSTOPSTOPSTOP June 30, 2021 Page 5 0024684.00 Left Turn Storage Bay Analysis Left turn storage bay analyses for the study intersections are provided for the projected conditions with site. The analyses are based on the traffic volumes as illustrated in Figure 3. The analysis uses the 95th percentile left turn queue lengths reported by Vistro (see Appendix B). Table 2 summarizes the results of the analysis. The desired storage reported in Table 2 is the larger of the AM and PM values. Table 2 - Left Turn Storage Bay Analysis Intersection Left Turn Movement Available/Desired Storage per Lane (ft) Existing Projected Conditions with Site Storage Vistro Queue Intersection Control Unsignalized Intersection #2 Audubon Road and Project Driveway A WB On-Site 1.17’ SB 100’ 2.28’ Intersection Control Unsignalized Intersection #4 Stoughton Avenue and Project Driveway B EB Shared 0.66’ SB On-Site 0.71’ Conclusions and Recommendations Figure 6 illustrates the proposed intersection markings on Audubon Road at the Project Driveway. A 100-foot long storage bay length for southbound ingressing left turn traffic will be provided on Audubon Road. This proposed left turn storage bay is anticipated to have adequate storage for the projected demand. POHPOHPOHPOHPOHPOHPOHPOHSSTEEEAUDUBON ROADFULL ACCESSAUTO ONLY ENTRANCEINFILTRATIONPONDSTOUGHTON AVENUEPROPOSED INDUSTRIAL BUILDING81,660 SFSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0031776.00\DWG\EXHIBITS\0031776AUDUBONSTRIPING.DWG CHANHASSEN, MINNESOTA06/14/21...BUTTENHOFF INDUSTRIALAUDUBON DRIVE PRELIMINARYLANE CONFIGURATION21000 STATE HIGHWAY 7EXCELSIOR, MN 55331BUTTENHOFF INDUSTRIAL604/27/2021.06/14/21.JOEL BUTTENHOFF----© 2021 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'20'4' or 2'..........PROJECT NUMBER: 0031776.00PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T June 22, 2021 0024684.00 APPENDIX A TRIP GENERATION CALCULATIONS APPENDIX C OF TRIP GENERATION MANUAL Buttenhoff Industrial ITE Trip Generation - 10th Edition Equation Type: T = Average Vehicle Trip Ends AM Peak Hour One hour between 7AM to 9AM (Adjacent Street) T = 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations PM Peak Hour One hour between 4PM to 6PM (Adjacent Street) T = 1,000 SF GFA Entering*Exiting T = Entering*Exiting* *Rounding may occur in calculations Weekday Daily Weekday T = 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction AM AM PM PM AM AM PM PM *Rounding may occur in calculations *Rounding may occur in calculations General Light Industrial 0 Entering 0 Exiting 0% 0% Non Pass-By Trip Ends:Pass-By Trip Ends: 0 Entering 0 ExitingEntering Entering Exiting Exiting7 51 7 45 Variable (X):1,000 SF GFA Number of (X):82.5 58 52 CIT R0031776.000 Land Use Code: Average Rate 110 (X) *0.63 Trip Ends Per 13%87% Trip Ends 7 45 Trip Ends 51 Project Name: TRIP GENERATION CALCULATIONS Calculations by:Date:Project #:June 07, 2021 100% (X) *4.96 Trip Ends Per 50%50% Directional Distribution: Trip Ends 205 205409 100% Non Pass-By Trip End Percentage Pass-By Trip End Percentage 7 Directional Distribution: Directional Distribution: (X) *0.70 Trip Ends Per 88%12% June 22, 2021 0024684.00 APPENDIX B VISTRO CALCULATIONS 0.004Volume to Capacity (v/c): BLevel Of Service: 12.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Audubon Road and Project Driveway A Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100110No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Project Driveway AAudubon RoadAudubon RoadName Intersection Setup 000Pedestrian Volume [ped/h] 522094010205Total Analysis Volume [veh/h] 115210251Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 52192379189Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 5243791Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0018800188Base Volume Input [veh/h] Project Driveway AAudubon RoadAudubon RoadName Volumes Scenario 3: 3 AM WSButtenhoff Industrial 6/22/2021 1 Version 2021 (SP 0-3) Generated with BIntersection LOS 0.81d_I, Intersection Delay [s/veh] BAAApproach LOS 10.091.240.00d_A, Approach Delay [s/veh] 0.450.290.002.280.000.0095th-Percentile Queue Length [ft/ln] 0.020.010.000.090.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.3311.970.007.740.000.00d_M, Delay for Movement [s/veh] 0.010.000.000.030.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 3: 3 AM WSButtenhoff Industrial 6/22/2021 2 Version 2021 (SP 0-3) Generated with 0.001Volume to Capacity (v/c): ALevel Of Service: 8.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Stoughton Avenue and Project Driveway B Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000010No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Stoughton AvenueStoughton AvenueProject Driveway BName Intersection Setup 000Pedestrian Volume [ped/h] 1130126510Total Analysis Volume [veh/h] 03332100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1120116510Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 151510Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0115115000Base Volume Input [veh/h] Stoughton AvenueStoughton AvenueProject Driveway BName Volumes Scenario 3: 3 AM WSButtenhoff Industrial 6/22/2021 3 Version 2021 (SP 0-3) Generated with AIntersection LOS 0.18d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.298.92d_A, Approach Delay [s/veh] 0.000.000.260.260.080.0095th-Percentile Queue Length [ft/ln] 0.000.000.010.010.000.0095th-Percentile Queue Length [veh/ln] AAAAABMovement LOS 0.000.000.007.488.9210.00d_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] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 3: 3 AM WSButtenhoff Industrial 6/22/2021 4 Version 2021 (SP 0-3) Generated with Turning Movement Volume: Detail 6/22/2021Report File: N:\...\X_AM WS.pdf Scenario 3 AM WSVistro File: N:\...\210607 Buttenhoff Industrial Vistro.vistro Buttenhoff Industrial 243 0 13 0 - 230 Total Volume 1 0 1 0 1.00 0 Right 120 0 5 0 1.00 115 Thru Westbound 116 0 1 0 1.00 115 Thru 5 0 5 0 1.00 0 Left Eastbound 1 0 1 0 1.00 0 Right 0 0 0 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Stoughton Avenue and Project Driveway B 12 Volume TypeIntersection NameID 434 0 58 0 - 376 Total Volume 5 0 5 0 1.00 0 Right 2 0 2 0 1.00 0 Left Westbound 192 0 4 0 1.00 188 Thru 37 0 37 0 1.00 0 Left Southbound 9 0 9 0 1.00 0 Right 189 0 1 0 1.00 188 Thru Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Audubon Road and Project Driveway A 7 Volume TypeIntersection NameID Scenario 3: 3 AM WSButtenhoff Industrial 6/22/2021 5 Version 2021 (SP 0-3) Generated with 0.015Volume to Capacity (v/c): BLevel Of Service: 11.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Audubon Road and Project Driveway A Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100110No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Project Driveway AAudubon RoadAudubon RoadName Intersection Setup 000Pedestrian Volume [ped/h] 35920552209Total Analysis Volume [veh/h] 92511152Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 32818952192Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 3281524Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0018800188Base Volume Input [veh/h] Project Driveway AAudubon RoadAudubon RoadName Volumes Scenario 4: 4 PM WSButtenhoff Industrial 6/22/2021 1 Version 2021 (SP 0-3) Generated with BIntersection LOS 1.02d_I, Intersection Delay [s/veh] AAAApproach LOS 9.880.180.00d_A, Approach Delay [s/veh] 3.291.170.000.280.000.0095th-Percentile Queue Length [ft/ln] 0.130.050.000.010.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.5211.250.007.660.000.00d_M, Delay for Movement [s/veh] 0.040.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 4: 4 PM WSButtenhoff Industrial 6/22/2021 2 Version 2021 (SP 0-3) Generated with 0.001Volume to Capacity (v/c): ALevel Of Service: 9.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Stoughton Avenue and Project Driveway B Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000010No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Stoughton AvenueStoughton AvenueProject Driveway BName Intersection Setup 000Pedestrian Volume [ped/h] 0126130141Total Analysis Volume [veh/h] 03233010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 0116120141Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 015141Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0115115000Base Volume Input [veh/h] Stoughton AvenueStoughton AvenueProject Driveway BName Volumes Scenario 4: 4 PM WSButtenhoff Industrial 6/22/2021 3 Version 2021 (SP 0-3) Generated with AIntersection LOS 0.20d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.069.12d_A, Approach Delay [s/veh] 0.000.000.050.050.330.1095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.010.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 0.000.000.007.478.919.94d_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] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 4: 4 PM WSButtenhoff Industrial 6/22/2021 4 Version 2021 (SP 0-3) Generated with Turning Movement Volume: Detail 6/22/2021Report File: N:\...\X_PM WS.pdf Scenario 4 PM WSVistro File: N:\...\210607 Buttenhoff Industrial Vistro.vistro Buttenhoff Industrial 242 0 12 0 - 230 Total Volume 0 0 0 0 1.00 0 Right 116 0 1 0 1.00 115 Thru Westbound 120 0 5 0 1.00 115 Thru 1 0 1 0 1.00 0 Left Eastbound 4 0 4 0 1.00 0 Right 1 0 1 0 1.00 0 Left Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Stoughton Avenue and Project Driveway B 12 Volume TypeIntersection NameID 428 0 52 0 - 376 Total Volume 32 0 32 0 1.00 0 Right 8 0 8 0 1.00 0 Left Westbound 189 0 1 0 1.00 188 Thru 5 0 5 0 1.00 0 Left Southbound 2 0 2 0 1.00 0 Right 192 0 4 0 1.00 188 Thru Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Audubon Road and Project Driveway A 7 Volume TypeIntersection NameID Scenario 4: 4 PM WSButtenhoff Industrial 6/22/2021 5 Version 2021 (SP 0-3) Generated with