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HomeMy WebLinkAboutFRONT RANGE STORAGE - PDP230011 - SUBMITTAL DOCUMENTS - ROUND 2 - SUPPORTING DOCUMENTATION (3) Front Range RV & Boat Storage – Traffic Memo 1 | P a g e Traffic Memo To: Eric Kelley, Freedom Homes, LLC From: Eli Farney, PE, PTOE Date: January 30, 2024 Front Range RV & Boat Storage Fort Collins, CO Prepared By: Eli Farney, PE, PTOE efarney@jrengineering.com JR Engineering 7200 South Alton Way, Suite C400 Centennial, CO 80112 Front Range RV & Boat Storage – Traffic Memo 2 | P a g e Table of Contents Executive Summary ................................................................................................................................................. 3 Introduction ............................................................................................................................................................ 4 Existing Conditions ................................................................................................................................................. 6 Traffic Volumes and Distribution ............................................................................................................................ 7 Traffic Operations Analysis ................................................................................................................................... 12 Conclusion ............................................................................................................................................................. 14 List of Figures Figure 1: Vicinity Map ............................................................................................................................................. 4 Figure 2: 2023 Existing Traffic Volumes and Lane Geometry ................................................................................. 8 Figure 3: 2025 Opening Day Background Traffic Volumes ..................................................................................... 9 Figure 4: Site-Generated Traffic Volumes and Distribution ................................................................................. 10 Figure 5: 2025 Opening Day Total Traffic Volumes .............................................................................................. 11 List of Tables Table 1: Routing Distributions ................................................................................................................................ 8 Table 2: 2023 Existing Levels of Service ................................................................................................................ 12 Table 3: 2025 Opening Day Levels of Service ...................................................................................................... 12 Table 4: 2023 Existing 95th Percentile Queue Lengths ......................................................................................... 13 Table 5: 2025 Opening Day 95th Percentile Queue Lengths ................................................................................. 13 List of Appendices Appendix A: Base Assumptions Appendix B: Traffic Counts Appendix C: Trip Generation Appendix D: Synchro Reports Appendix E: Parking Type Matrix Front Range RV & Boat Storage – Traffic Memo 3 | P a g e Executive Summary JR Engineering (JR) has completed a review of the traffic impacts resulting from the proposed development of Front Range RV & Boat Storage project in Fort Collins, Colorado. The objectives of this Traffic Memo are:  Estimate site-generated traffic and routing onto adjacent streets.  Perform traffic operations analysis for 2023 existing and 2025 opening day conditions.  Make roadway improvement recommendations to accommodate new traffic as needed . The methodology, content, and findings of this Memo are consistent with the following documents:  Larimer County Urban Area Street Standards (LCUASS) – Chapter 4 – Transportation Impact Study The base assumptions form according to LCUASS is included in Appendix A Key Findings of this Memo  Levels of Service o All movements maintain a Level of Service of C or better in both 2023 and 2025.  Queue Lengths o Queue lengths both before and after development of the site were acceptable.  Recommendations o The impact of the site’s development was negligible on traffic conditions. JR does not recommend any additional roadway improvements beyond those already committed and agreed upon. These are a driveway access and an emergency access along the I-25 East Frontage Road. Front Range RV & Boat Storage – Traffic Memo 4 | P a g e Introduction JR has completed a review of the existing and forecasted traffic operations in the vicinity of the planned Front Range Recreational Vehicle (RV) & Boat Storage. A vicinity, site plan, and study intersections map is included in Figure 1. Proposed Land Use The development is anticipated to contain the following land uses:  458 Units of RV and Boat Storage (ITE CODE 151 – Mini-Warehouse) Study Intersections For this study, three intersections were analyzed. Two of which are external to the site and one provides access. The study intersections, along with a site plan and vicinity map, are shown in Figure 1. Intersection 1 is located at E Frontage Road and the site Access. Along the north and southbound approaches there is one lane in each direction. The westbound approach is currently a gravel dr iveway with no traffic control; a stop sign is proposed. Intersection 2, which is at E Frontage Road and County Road 50/Mountain Vista Drive, is north of the site. It is a two-way stop controlled intersection where the north and southbound approaches have a stop sign. Each approach has one through lane. Additionally, the eastbound and westbound approaches have dedicated left turn lanes. Intersection 3 is south of the site at E Frontage Road and Vine Drive. It is a two-way stop controlled intersection. The layout of Intersection 3 is identical to that of Intersection 2, except the westbound approach does not have a dedicated left turn lane. Multiple agencies may have jurisdiction over the study area intersections. The agencies include Larimer County, City of Fort Collins, and the Colorado Department of Transportation (CDOT). A Westrian Company LEGEND Front Range RV & Boat Storage – Traffic Memo 6 | P a g e Existing Conditions Existing Land Use The project site is mostly vacant, except for an existing U-Haul Dealer. The site generates approximately ten or fewer trips in the existing condition. This amount was determined by using the traffic counts in Appendix B to see how many trips entered Frontage Road but did not exit at either Study Intersection 2 or 3. For example, the difference between trips that entered Frontage Road using Study Intersection 2 and those that exited using Study Intersection 3 gave an amount of possible turns throughout Frontage Road. This method was used for the AM and PM Peak Hour existing conditions and was applied to the existing land use for the site as seen in Figure 2. Existing Traffic Volumes Existing traffic volumes were obtained on Tuesday, July 18, 2023 by All Traffic Data Services for each of the external study intersections. Existing traffic volumes are shown in Figure 2, whereas background, site generated, and total traffic volumes are shown in Figures 3-5 respectively. Traffic counts are included in Appendix B. Front Range RV & Boat Storage – Traffic Memo 7 | P a g e Traffic Volumes and Distribution Background Traffic Growth Rate JR applied a 1.0% growth rate to the existing traffic volumes to account for future regional development. This was done because the land surrounding the site is rural, meaning minimal traffic growth is expected . Future background traffic volumes are shown in Figure 3 (2025) and the lane geometry is shown. Site-Generated Traffic Volumes Site-generated traffic volumes were estimated using ITE Trip Generation Manual, 1 1th Edition (ITE CODE 151 – Mini-Warehouse). The development of 458 RV and boat parking spaces is expected to produce the following trips:  Average Weekday Daily Trips: 82  AM Peak Entering Site: 3  AM Peak Exiting Site: 3  PM Peak Entering Site: 4  PM Peak Exiting Site: 4 Site-generated traffic volumes and distributions are shown in Figure 4. A trip generation report is included in Appendix C. Distribution of Site-Generated Traffic Site-generated traffic was routed onto adjacent streets according to the distribution in Table 1 and Figure 4. The site is located east of I-25 and north of the city of Fort Collins, thus it was estimated that a higher distribution of traffic is oriented south and west. These estimates were supported by the traffic count data. As such, JR applied the following distributions based on the existing traffic volumes: Table 1: Routing Distributions Off Site Distribution Estimate Direction Distribution Percentage NW 30% NE 5% SW 60% SE 5% Total Traffic Total traffic is the sum of background and site-generated traffic. JR forecasted total traffic volumes at the study intersections in the year 2025 (Opening Day). These volumes are shown with their lane geometry in Figure 5. A Westrian Company LEGEND FR O N T A G E R D COUNTY ROAD 50 FR O N T A G E R D U-HAUL ACCESS FR O N T A G E R D VINE DR MOUNTAIN VISTA DR A Westrian Company FR O N T A G E R D FR O N T A G E R D U-HAUL ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50 MOUNTAIN VISTA DR LEGEND A Westrian Company LEGEND FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50 MOUNTAIN VISTA DR A Westrian Company FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50 MOUNTAIN VISTA DR LEGEND Front Range RV & Boat Storage – Traffic Memo 12 | P a g e Traffic Operations Analysis Traffic operations were analyzed using HCM 6th Edition methodology. Synchro reports are included in Appendix D. Levels of Service JR analyzed each of the Study intersections for peak hour level of service (LOS). Table 2 includes the LOS for each movement in the existing condition (year 2023). Table 3 includes the forecasted LOS for background traffic and total traffic in the year 2025. Table 2: 2023 Existing Levels of Service Intersection Movement/Approach AM Peak LOS PM Peak LOS 1: E Frontage Road & Access WBLR A A SBLT A A 2: E Frontage Road & County Road 50 NBLTR C C EBL A A WBL A A SBLTR B B 3: E Frontage Road & Vine Drive NBLTR B B EBL A A WBLTR A A SBLTR B B Table 3: 2025 Opening Day Levels of Service Intersection Movement/ Approach AM Peak LOS PM Peak LOS Background Traffic Total Traffic Background Traffic Total Traffic 1: E Frontage Road & Access WBLR A A A A SBLT A A A A 2: E Frontage Road & County Road 50 NBLTR C C C C EBL A A A A WBL A A A A SBLTR B B B B 3: E Frontage Road & Vine Drive NBLTR B B B B EBL A A A A WBLTR A A A A SBLTR B B B B Discussion on Levels of Service In the existing condition, all Levels of Service are considered to be acceptable (LOS C or better). This is the same for the opening day in 2025. The LOS did not change between the background traffic versus total traffic for each movement Front Range RV & Boat Storage – Traffic Memo 13 | P a g e Queue Lengths JR analyzed each of the Study intersections for 95th percentile queue lengths using HCM 6th Edition methodology. Table 4 includes the queue lengths for the year 2023 with existing traffic. Table 5 includes the queue lengths for the year 2025 with total traffic. Table 4: 2023 Existing 95th Percentile Queue Lengths Intersection Movement/Approach AM Peak Queue (ft) PM Peak Queue (ft) 1: E Frontage Road & Access WBLR < 25 < 25 SBLT < 25 < 25 2: E Frontage Road & County Road 50 NBLTR < 25 35 EBL < 25 < 25 WBL < 25 < 25 SBLTR 30 30 3: E Frontage Road & Vine Drive NBLTR < 25 < 25 EBL < 25 < 25 WBLTR < 25 < 25 SBLTR < 25 < 25 Table 5: 2025 Opening Day 95th Percentile Queue Lengths Intersection Movement/Approach AM Peak Queue (ft) PM Peak Queue (ft) 1: E Frontage Road & Access WBLR < 25 < 25 SBLT < 25 < 25 2: E Frontage Road & County Road 50 NBLTR < 25 38 EBL < 25 < 25 WBL < 25 < 25 SBLTR 30 30 3: E Frontage Road & Vine Drive NBLTR < 25 < 25 EBL < 25 < 25 WBLTR < 25 < 25 SBLTR < 25 < 25 Discussion on Queue Lengths In 2023, all queue lengths are minimal. Most movements’ queues were under 25 feet in length. In 2025, queueing is expected to remain largely the same across movements. However, the northbound movements at Frontage Road and County Road 50 increased from 35ft to 38ft. This change is relatively small, meaning no new concerns arise from it. Front Range RV & Boat Storage – Traffic Memo 14 | P a g e Conclusion Below is a summary of the conclusions and findings of this Memo. Levels of Service 2023: At existing intersections, the studied movements maintain Levels of Service C or better and are thus satisfactory. 2025: After the site opens, the operation of intersections are not anticipated to change much, if at all, from the 2023 Levels of Service. The studied movements maintained satisfactory Levels of Service. Queue Lengths By using the estimated 95th percentile queues, both 2023 and 2025 conditions maintained satisfactory levels with no concerns. Recommendations The impact of the site’s development was negligible on traffic conditions. JR does not recommend any additional roadway improvements beyond those already committed and agreed upon. These are a driveway access and an emergency access along the I-25 East Frontage Road. Front Range RV & Boat Storage – Traffic Memo Appendix A: Base Assumptions Chapter 4 – Attachments Page 4-38 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment A Transportation Impact Study Base Assumptions Project Information Project Name Project Location TIS Assumptions Type of Study Full: Intermediate: Study Area Boundaries North: South: East: West: Study Years Short Range: Long Range: Future Traffic Growth Rate Study Intersections 1. All access drives 5. 2. 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates Trip Adjustment Factors Passby: Captive Market: Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: Traffic Engineer: Local Entity Engineer: E Frontage Rd & Vine Steven Gilchrist 07/13/2023 A Westrian Company LEGEND \\ d n - n f s - 0 2 \ p r o j e c t s \ 3 9 8 0 0 0 0 . a l l \ 3 9 8 1 7 0 0 \ D r a w i n g s \ P r e s e n t a t i o n s \ T r a f f i c F i g u r e s \ M o u n t a i n V i s t a B a s e A s s u m p t i o n s F o r m . d w g , 1 1 x 1 7 P o r t r a i t , 7 / 1 3 / 2 0 2 3 1 2 : 3 3 : 2 8 P M , C r o n e i g h C 3- E Frontage Rd and Vine Detailed Land Use Data Project: Open Date: Analysis Date:Front Range Storage 7/13/2023 7/13/2025 For 4.88 Storage Units (100s) of RV and Boat Storage ( 151 ) Mini-Warehouse Day / Period Rate Avg Rate Min Rate Max Dev Std Trips Pass-By Size Avg Enter Exit % % Eq. Use Equation R2Trips Total Weekday Average Daily Trips 17.96 12.25 4.1333.33 5 50 50 False T = 18.86(X) - 4.09 0.9688 0 Trip Generation Manual 10th EditionSource : Weekday AM Peak Hour of Adjacent Street Traffic 1.39 0.81 0.331.7 6 51 49 False T = 1.98(X) - 3.79 0.987 0 Trip Generation Manual 10th EditionSource : Weekday PM Peak Hour of Adjacent Street Traffic 1.95 0.92 1.48.33 5 50 50 False T = 1.52(X) + 2.02 0.6110 0 Trip Generation Manual 10th EditionSource : Saturday Average Daily Trips 16.29 15.58 17.12 10 50 50 False79 0 Trip Generation Manual 10th EditionSource : Saturday Peak Hour of Generator 3.27 2.86 0.764.81 8 56 44 False T = 1.7(X) + 12.23 0.8816 0 Trip Generation Manual 10th EditionSource : 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition Trip Generation U Haul Rental TBD Chapter 4 – Attachments Page 4-36 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment B Transportation Impact Study Pedestrian Analysis Worksheet DESTINATION Or i g i n ( p r o j e c t l a n d u s e ) Rec. Res. Inst. Ofc/Bus. Com. Ind. Other (Specify) Recreation 1) Residential Institution (school, church, civic) Office/Business Commercial Industrial Other (specify) INSTRUCTIONS: Identify the pedestrian destinations within 1320’ (1.5 miles for schools) of the project boundary in the spaces above. The pedestrian Level of Service for the facility/corridor linking these destinations to the project site will be based on the directness, continuity, types of street crossings, walkway surface condition, visual interest/amenity, and security of the selected route(s).  12 Dwelling units or more. Front Range RV & Boat Storage – Traffic Memo Appendix B: Traffic Counts E I-25 FRONTAGE RD E I-25 FRONTAGE RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 E I-25 FRONTAGE RD & MOUNTAIN VISTA DR AM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:30 AM - 07:45 AM 224 150 19 17 7873 155 236 0.84 N S EW 0.86 0.59 0.70 0.88 (261)(430) (29) (22) (427) (261) (138)(148) 18 0 00 3 15 1 28 13 114 0 0 44 41 33 40 MOUNTAIN VISTA DR MOUNTAIN VISTA DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 5 9 0 0 100 26 0 0 0 3 96 0 0 0 04765 0 2 36 7:15 AM 0 7 6 0 0 110 31 3 0 1 1 109 0 0 0 047210 0 1 38 7:30 AM 0 16 12 0 0 140 30 3 0 0 4 142 0 0 0 04548 2 1 52 7:45 AM 0 13 6 0 0 90 27 7 0 0 7 129 0 0 0 04235 1 0 54 8:00 AM 0 6 13 0 1 120 17 0 0 0 1 92 0 0 0 03826 0 0 36 8:15 AM 0 7 6 0 0 80 31 0 0 0 3 91 0 0 0 05 1 0 30 8:30 AM 0 8 4 0 0 210 19 1 0 0 3 111 0 0 0 04 1 0 50 8:45 AM 0 11 5 0 1 120 14 2 0 0 1 88 0 0 0 07 0 0 35 Count Total 3314550 8589720617302310161950 000 0 Peak Hour 0 114 13 0 1 15 0 41 33 0 0 44 47628 3 4 180 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDVINE DRVINE DR (303) 216-2439 www.alltrafficdata.net Location:2 E I-25 FRONTAGE RD & VINE DR AM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:07:15 AM - 08:15 AM Peak 15-Minutes:07:30 AM - 07:45 AM 73 84 117 56 65134 201 182 0.89 N S EW 0.73 0.89 0.74 0.82 (149)(144) (209) (99) (336) (344) (123)(236) 48 05 14 93 10 104 50 47 0 0 20 41 23 10 VINE DR VINE DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 1 0 0 0 0 0 000 0 0 1 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 8 5 0 1 50 7 5 0 0 24 88 0 0 0 044920 4 0 9 7:15 AM 0 14 8 0 2 40 9 11 0 2 26 118 0 0 0 045629 2 0 11 7:30 AM 0 9 6 0 3 60 14 11 0 5 21 128 0 0 0 043330 7 0 16 7:45 AM 0 9 4 0 0 40 13 18 0 2 19 115 0 0 0 039030 4 0 12 8:00 AM 0 9 5 0 0 60 11 10 0 1 27 95 0 0 0 037115 1 1 9 8:15 AM 0 9 7 0 1 60 7 9 0 2 20 95 0 0 0 023 3 2 6 8:30 AM 0 10 2 0 4 40 5 7 0 1 16 85 0 0 0 015 3 2 16 8:45 AM 0 8 5 0 1 50 15 11 0 2 15 96 0 0 0 019 2 0 13 Count Total 92526181 820401204276016815082810 000 0 Peak Hour 0 47 50 0 10 93 0 41 23 0 5 20 456104 14 1 48 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 E I-25 FRONTAGE RD & MOUNTAIN VISTA DR PM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:00 PM - 05:00 PM Peak 15-Minutes:04:00 PM - 04:15 PM 184 291 18 19 9686 281 183 0.93 N S EW 0.88 0.64 0.87 0.88 (592)(327) (29) (46) (329) (552) (202)(143) 13 5 03 6 9 3 37 15 229 0 0 46 39 56 10 MOUNTAIN VISTA DR MOUNTAIN VISTA DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 1 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 9 16 0 1 120 55 4 0 1 3 155 0 0 0 057912 2 1 39 4:15 PM 0 5 14 0 0 80 57 2 0 0 1 137 0 0 0 05649 1 0 40 4:30 PM 0 12 15 0 1 160 57 5 0 1 2 140 0 0 0 05665 0 0 26 4:45 PM 0 13 11 0 1 100 60 4 0 1 3 147 0 0 0 056011 3 0 30 5:00 PM 0 10 17 0 0 160 52 6 0 0 6 140 0 0 0 05314 0 1 28 5:15 PM 0 14 17 0 0 80 56 4 0 0 0 139 0 0 0 07 0 1 32 5:30 PM 0 3 22 0 0 40 69 5 0 0 3 134 0 0 0 07 1 0 20 5:45 PM 0 8 13 0 4 100 54 6 0 0 1 118 0 0 0 01 0 0 21 Count Total 2363756 1,11084701257401930364600 000 0 Peak Hour 0 229 15 0 3 9 0 39 56 0 3 46 57937 6 1 135 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDVINE DRVINE DR (303) 216-2439 www.alltrafficdata.net Location:2 E I-25 FRONTAGE RD & VINE DR PM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:15 PM - 05:30 PM 88 105 90 125 95108 227 162 0.82 N S EW 0.91 0.77 0.92 0.82 (200)(161) (162) (249) (310) (435) (193)(192) 32 024 16 69 5 71 93 63 0 0 32 61 26 80 VINE DR VINE DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 1 0 001 0 0 1 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 11 10 0 3 80 14 25 0 1 13 119 0 0 0 047016 5 2 11 4:15 PM 0 12 9 0 10 50 10 30 0 1 12 115 0 0 0 04639 5 2 10 4:30 PM 0 19 5 0 9 130 14 26 0 1 18 127 0 0 0 050016 0 3 3 4:45 PM 0 11 9 0 4 40 15 20 0 0 14 109 0 0 0 049917 3 1 11 5:00 PM 0 16 3 0 4 60 17 16 0 1 17 112 0 0 0 048114 6 1 11 5:15 PM 0 15 9 0 7 90 17 31 0 3 20 152 0 0 0 024 7 3 7 5:30 PM 0 17 8 0 1 50 13 33 0 0 16 126 0 0 0 018 5 2 8 5:45 PM 0 20 5 0 2 40 9 14 0 0 12 91 0 0 0 017 2 0 6 Count Total 671433131 95154400581210122701951090 000 0 Peak Hour 0 63 93 0 5 69 0 61 26 0 24 32 50071 16 8 32 0 0 0 0 Front Range RV & Boat Storage – Traffic Memo Appendix C: Trip Generation Trip Generation Summary Open Date: Analysis Date: 1/26/2024 1/26/2024Project: Front Range Storage Alternative: RV and Boat Storage Phase: ITE Land Use Enter Exit Enter ExitEnter Exit TotalTotal Total *** Weekday Average Daily Trips Weekday AM Peak Hour of Adjacent Street Traffic Weekday PM Peak Hour of Adjacent Street Traffic 151 RV and Boat Storage 4.58 Storage Units (100s) 41 41 82 3 3 6 4 4 8 Unadjusted Volume 41 41 82 3 3 6 4 4 8 Internal Capture Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 41 82 3 3 6 4 4 8 Pass-By Trips Volume Added to Adjacent Streets Total Weekday Average Daily Trips Internal Capture = 0 Percent Total Weekday AM Peak Hour of Adjacent Street Traffic Internal Capture = 0 Percent Total Weekday PM Peak Hour of Adjacent Street Traffic Internal Capture = 0 Percent P. 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition - Custom rate used for selected time period.* Detailed Land Use Data Project: Open Date: Analysis Date:Front Range Storage 1/26/2024 1/26/2024 For 4.58 Storage Units (100s) of RV and Boat Storage ( 151 ) Mini-Warehouse Day / Period Rate Avg Rate Min Rate Max Dev Std Trips Pass-By Size Avg Enter Exit % % Eq. Use Equation R2Trips Total Weekday Average Daily Trips 17.96 12.25 4.1333.33 5 50 50 False T = 18.86(X) - 4.09 0.9682 0 Trip Generation Manual 11th Edition - CustomSource : Weekday AM Peak Hour of Adjacent Street Traffic 1.21 0.45 0.491.7 7 51 49 False T = 1.64(X) - 2.9 0.686 0 Trip Generation Manual 11th Edition - CustomSource : Weekday PM Peak Hour of Adjacent Street Traffic 1.68 0.56 1.378.33 5 50 50 False Ln(T) = 0.6 Ln(X) + 1.07 0.528 0 Trip Generation Manual 11th Edition - CustomSource : Saturday Average Daily Trips 16.29 15.58 017.12 10 50 50 False 075 0 Trip Generation Manual 11th Edition - CustomSource : Saturday Peak Hour of Generator 2.67 0.56 1.414.81 8 56 44 False T = 0.0(X) + 0.0 012 0 Trip Generation Manual 11th Edition - CustomSource : 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition Front Range RV & Boat Storage – Traffic Memo Appendix D: Synchro Reports Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 3 3 78 5 1 73 Future Volume (vph) 3 3 78 5 1 73 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.992 Flt Protected 0.976 0.999 Satd. Flow (prot) 1694 0 1848 0 0 1861 Flt Permitted 0.976 0.999 Satd. Flow (perm) 1694 0 1848 0 0 1861 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 3 3 85 5 1 79 Shared Lane Traffic (%) Lane Group Flow (vph) 6 0 90 0 0 80 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 14.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 3 78 5 1 73 Future Vol, veh/h 3 3 78 5 1 73 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 3 85 5 1 79 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 169 88 0 0 90 0 Stage 1 88 - - - - - Stage 2 81 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 821 970 - - 1505 - Stage 1 935 - - - - - Stage 2 942 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 820 970 - - 1505 - Mov Cap-2 Maneuver 820 - - - - - Stage 1 935 - - - - - Stage 2 941 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 889 1505 - HCM Lane V/C Ratio - - 0.007 0.001 - HCM Control Delay (s) - - 9.1 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 144 13 28 1 15 3 41 33 4 0 44 180 Future Volume (vph) 144 13 28 1 15 3 41 33 4 0 44 180 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.898 0.976 0.994 0.892 Flt Protected 0.950 0.950 0.974 Satd. Flow (prot) 1770 1673 0 1770 1818 0 0 1803 0 0 1662 0 Flt Permitted 0.950 0.950 0.974 Satd. Flow (perm) 1770 1673 0 1770 1818 0 0 1803 0 0 1662 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 157 14 30 1 16 3 45 36 4 0 48 196 Shared Lane Traffic (%) Lane Group Flow (vph) 157 44 0 1 19 0 0 85 0 0 244 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 9.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 144 13 28 1 15 3 41 33 4 0 44 180 Future Vol, veh/h 144 13 28 1 15 3 41 33 4 0 44 180 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 157 14 30 1 16 3 45 36 4 0 48 196 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 19 0 0 44 0 0 485 364 29 383 378 18 Stage 1 - - - - - - 343 343 - 20 20 - Stage 2 - - - - - - 142 21 - 363 358 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1597 - - 1564 - - 492 564 1046 575 554 1061 Stage 1 - - - - - - 672 637 - 999 879 - Stage 2 - - - - - - 861 878 - 656 628 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1597 - - 1564 - - 344 508 1046 501 499 1061 Mov Cap-2 Maneuver - - - - - - 344 508 - 501 499 - Stage 1 - - - - - - 606 575 - 901 878 - Stage 2 - - - - - - 664 877 - 552 566 - Approach EB WB NB SB HCM Control Delay, s 5.8 0.4 15.9 10.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 415 1597 - - 1564 - - 869 HCM Lane V/C Ratio 0.204 0.098 - - 0.001 - - 0.28 HCM Control Delay (s) 15.9 7.5 - - 7.3 - - 10.7 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.8 0.3 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 47 50 104 10 93 14 41 23 1 5 20 48 Future Volume (vph) 47 50 104 10 93 14 41 23 1 5 20 48 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.899 0.984 0.998 0.911 Flt Protected 0.950 0.996 0.969 0.997 Satd. Flow (prot) 1770 1675 0 0 1826 0 0 1801 0 0 1692 0 Flt Permitted 0.950 0.996 0.969 0.997 Satd. Flow (perm) 1770 1675 0 0 1826 0 0 1801 0 0 1692 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 51 54 113 11 101 15 45 25 1 5 22 52 Shared Lane Traffic (%) Lane Group Flow (vph) 51 167 0 0 127 0 0 71 0 0 79 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 1 Front Range RV 07/18/2023 7:00 am 2023 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 50 104 10 93 14 41 23 1 5 20 48 Future Vol, veh/h 47 50 104 10 93 14 41 23 1 5 20 48 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 54 113 11 101 15 45 25 1 5 22 52 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 116 0 0 167 0 0 381 351 111 357 400 109 Stage 1 - - - - - - 213 213 - 131 131 - Stage 2 - - - - - - 168 138 - 226 269 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1473 - - 1411 - - 577 573 942 598 538 945 Stage 1 - - - - - - 789 726 - 873 788 - Stage 2 - - - - - - 834 782 - 777 687 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1473 - - 1411 - - 511 548 942 558 515 945 Mov Cap-2 Maneuver - - - - - - 511 548 - 558 515 - Stage 1 - - - - - - 761 701 - 842 782 - Stage 2 - - - - - - 760 776 - 723 663 - Approach EB WB NB SB HCM Control Delay, s 1.8 0.6 12.9 10.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 527 1473 - - 1411 - - 740 HCM Lane V/C Ratio 0.134 0.035 - - 0.008 - - 0.107 HCM Control Delay (s) 12.9 7.5 - - 7.6 0 - 10.4 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.4 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 5 5 96 6 4 86 Future Volume (vph) 5 5 96 6 4 86 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.991 Flt Protected 0.976 0.998 Satd. Flow (prot) 1694 0 1846 0 0 1859 Flt Permitted 0.976 0.998 Satd. Flow (perm) 1694 0 1846 0 0 1859 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 5 104 7 4 93 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 111 0 0 97 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 96 6 4 86 Future Vol, veh/h 5 5 96 6 4 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 104 7 4 93 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 209 108 0 0 111 0 Stage 1 108 - - - - - Stage 2 101 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 779 946 - - 1479 - Stage 1 916 - - - - - Stage 2 923 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 777 946 - - 1479 - Mov Cap-2 Maneuver 777 - - - - - Stage 1 916 - - - - - Stage 2 920 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 853 1479 - HCM Lane V/C Ratio - - 0.013 0.003 - HCM Control Delay (s) - - 9.3 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 229 15 37 3 9 6 39 56 1 3 46 135 Future Volume (vph) 229 15 37 3 9 6 39 56 1 3 46 135 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.893 0.938 0.999 0.901 Flt Protected 0.950 0.950 0.980 0.999 Satd. Flow (prot) 1770 1663 0 1770 1747 0 0 1824 0 0 1677 0 Flt Permitted 0.950 0.950 0.980 0.999 Satd. Flow (perm) 1770 1663 0 1770 1747 0 0 1824 0 0 1677 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 249 16 40 3 10 7 42 61 1 3 50 147 Shared Lane Traffic (%) Lane Group Flow (vph) 249 56 0 3 17 0 0 104 0 0 200 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 45.4% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 229 15 37 3 9 6 39 56 1 3 46 135 Future Vol, veh/h 229 15 37 3 9 6 39 56 1 3 46 135 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 249 16 40 3 10 7 42 61 1 3 50 147 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 56 0 0 652 557 36 585 574 14 Stage 1 - - - - - - 534 534 - 20 20 - Stage 2 - - - - - - 118 23 - 565 554 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1549 - - 381 439 1037 422 429 1066 Stage 1 - - - - - - 530 524 - 999 879 - Stage 2 - - - - - - 887 876 - 510 514 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - - 1549 - - 259 370 1037 325 361 1066 Mov Cap-2 Maneuver - - - - - - 259 370 - 325 361 - Stage 1 - - - - - - 447 442 - 843 877 - Stage 2 - - - - - - 720 874 - 371 434 - Approach EB WB NB SB HCM Control Delay, s 6.2 1.2 21.8 12.2 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 317 1600 - - 1549 - - 699 HCM Lane V/C Ratio 0.329 0.156 - - 0.002 - - 0.286 HCM Control Delay (s) 21.8 7.7 - - 7.3 - - 12.2 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 1.4 0.6 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 93 71 5 69 16 61 26 8 24 32 32 Future Volume (vph) 63 93 71 5 69 16 61 26 8 24 32 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.976 0.988 0.951 Flt Protected 0.950 0.997 0.969 0.987 Satd. Flow (prot) 1770 1742 0 0 1813 0 0 1783 0 0 1748 0 Flt Permitted 0.950 0.997 0.969 0.987 Satd. Flow (perm) 1770 1742 0 0 1813 0 0 1783 0 0 1748 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 68 101 77 5 75 17 66 28 9 26 35 35 Shared Lane Traffic (%) Lane Group Flow (vph) 68 178 0 0 97 0 0 103 0 0 96 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 2 Front Range RV 07/18/2023 4:00 pm 2023 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 63 93 71 5 69 16 61 26 8 24 32 32 Future Vol, veh/h 63 93 71 5 69 16 61 26 8 24 32 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 101 77 5 75 17 66 28 9 26 35 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 92 0 0 178 0 0 405 378 140 388 408 84 Stage 1 - - - - - - 276 276 - 94 94 - Stage 2 - - - - - - 129 102 - 294 314 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1503 - - 1398 - - 556 554 908 571 533 975 Stage 1 - - - - - - 730 682 - 913 817 - Stage 2 - - - - - - 875 811 - 714 656 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1503 - - 1398 - - 489 527 908 522 507 975 Mov Cap-2 Maneuver - - - - - - 489 527 - 522 507 - Stage 1 - - - - - - 697 651 - 872 814 - Stage 2 - - - - - - 804 808 - 646 626 - Approach EB WB NB SB HCM Control Delay, s 2.1 0.4 13.7 11.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 519 1503 - - 1398 - - 620 HCM Lane V/C Ratio 0.199 0.046 - - 0.004 - - 0.154 HCM Control Delay (s) 13.7 7.5 - - 7.6 0 - 11.9 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.7 0.1 - - 0 - - 0.5 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 3 3 80 5 1 74 Future Volume (vph) 3 3 80 5 1 74 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.993 Flt Protected 0.976 0.999 Satd. Flow (prot) 1694 0 1850 0 0 1861 Flt Permitted 0.976 0.999 Satd. Flow (perm) 1694 0 1850 0 0 1861 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 3 3 87 5 1 80 Shared Lane Traffic (%) Lane Group Flow (vph) 6 0 92 0 0 81 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 14.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 3 80 5 1 74 Future Vol, veh/h 3 3 80 5 1 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 3 87 5 1 80 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 172 90 0 0 92 0 Stage 1 90 - - - - - Stage 2 82 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 818 968 - - 1503 - Stage 1 934 - - - - - Stage 2 941 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 817 968 - - 1503 - Mov Cap-2 Maneuver 817 - - - - - Stage 1 934 - - - - - Stage 2 940 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 886 1503 - HCM Lane V/C Ratio - - 0.007 0.001 - HCM Control Delay (s) - - 9.1 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 147 13 29 1 15 3 42 34 4 0 45 184 Future Volume (vph) 147 13 29 1 15 3 42 34 4 0 45 184 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.896 0.976 0.994 0.892 Flt Protected 0.950 0.950 0.974 Satd. Flow (prot) 1770 1669 0 1770 1818 0 0 1803 0 0 1662 0 Flt Permitted 0.950 0.950 0.974 Satd. Flow (perm) 1770 1669 0 1770 1818 0 0 1803 0 0 1662 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 160 14 32 1 16 3 46 37 4 0 49 200 Shared Lane Traffic (%) Lane Group Flow (vph) 160 46 0 1 19 0 0 87 0 0 249 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 147 13 29 1 15 3 42 34 4 0 45 184 Future Vol, veh/h 147 13 29 1 15 3 42 34 4 0 45 184 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 160 14 32 1 16 3 46 37 4 0 49 200 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 19 0 0 46 0 0 494 371 30 391 386 18 Stage 1 - - - - - - 350 350 - 20 20 - Stage 2 - - - - - - 144 21 - 371 366 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1597 - - 1562 - - 486 559 1044 568 548 1061 Stage 1 - - - - - - 666 633 - 999 879 - Stage 2 - - - - - - 859 878 - 649 623 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1597 - - 1562 - - 337 503 1044 493 493 1061 Mov Cap-2 Maneuver - - - - - - 337 503 - 493 493 - Stage 1 - - - - - - 599 570 - 899 878 - Stage 2 - - - - - - 658 877 - 544 561 - Approach EB WB NB SB HCM Control Delay, s 5.8 0.4 16.2 10.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 408 1597 - - 1562 - - 865 HCM Lane V/C Ratio 0.213 0.1 - - 0.001 - - 0.288 HCM Control Delay (s) 16.2 7.5 - - 7.3 - - 10.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.8 0.3 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 51 106 10 95 14 42 23 1 5 20 49 Future Volume (vph) 48 51 106 10 95 14 42 23 1 5 20 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.899 0.984 0.998 0.911 Flt Protected 0.950 0.996 0.969 0.997 Satd. Flow (prot) 1770 1675 0 0 1826 0 0 1801 0 0 1692 0 Flt Permitted 0.950 0.996 0.969 0.997 Satd. Flow (perm) 1770 1675 0 0 1826 0 0 1801 0 0 1692 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 55 115 11 103 15 46 25 1 5 22 53 Shared Lane Traffic (%) Lane Group Flow (vph) 52 170 0 0 129 0 0 72 0 0 80 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 3 Front Range RV 07/18/2025 7:00 am 2025 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 48 51 106 10 95 14 42 23 1 5 20 49 Future Vol, veh/h 48 51 106 10 95 14 42 23 1 5 20 49 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 52 55 115 11 103 15 46 25 1 5 22 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 118 0 0 170 0 0 387 357 113 363 407 111 Stage 1 - - - - - - 217 217 - 133 133 - Stage 2 - - - - - - 170 140 - 230 274 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1470 - - 1407 - - 572 569 940 593 533 942 Stage 1 - - - - - - 785 723 - 870 786 - Stage 2 - - - - - - 832 781 - 773 683 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1470 - - 1407 - - 505 545 940 553 510 942 Mov Cap-2 Maneuver - - - - - - 505 545 - 553 510 - Stage 1 - - - - - - 758 698 - 840 780 - Stage 2 - - - - - - 757 775 - 718 659 - Approach EB WB NB SB HCM Control Delay, s 1.8 0.6 13 10.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 522 1470 - - 1407 - - 738 HCM Lane V/C Ratio 0.137 0.035 - - 0.008 - - 0.109 HCM Control Delay (s) 13 7.5 - - 7.6 0 - 10.5 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.4 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 5 5 98 6 4 88 Future Volume (vph) 5 5 98 6 4 88 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.932 0.992 Flt Protected 0.976 0.998 Satd. Flow (prot) 1694 0 1848 0 0 1859 Flt Permitted 0.976 0.998 Satd. Flow (perm) 1694 0 1848 0 0 1859 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 5 107 7 4 96 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 114 0 0 100 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 98 6 4 88 Future Vol, veh/h 5 5 98 6 4 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 107 7 4 96 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 215 111 0 0 114 0 Stage 1 111 - - - - - Stage 2 104 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 773 942 - - 1475 - Stage 1 914 - - - - - Stage 2 920 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 771 942 - - 1475 - Mov Cap-2 Maneuver 771 - - - - - Stage 1 914 - - - - - Stage 2 917 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 848 1475 - HCM Lane V/C Ratio - - 0.013 0.003 - HCM Control Delay (s) - - 9.3 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 234 15 38 3 9 6 40 57 1 3 47 138 Future Volume (vph) 234 15 38 3 9 6 40 57 1 3 47 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.892 0.938 0.999 0.901 Flt Protected 0.950 0.950 0.980 0.999 Satd. Flow (prot) 1770 1662 0 1770 1747 0 0 1824 0 0 1677 0 Flt Permitted 0.950 0.950 0.980 0.999 Satd. Flow (perm) 1770 1662 0 1770 1747 0 0 1824 0 0 1677 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 254 16 41 3 10 7 43 62 1 3 51 150 Shared Lane Traffic (%) Lane Group Flow (vph) 254 57 0 3 17 0 0 106 0 0 204 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 10.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 234 15 38 3 9 6 40 57 1 3 47 138 Future Vol, veh/h 234 15 38 3 9 6 40 57 1 3 47 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 254 16 41 3 10 7 43 62 1 3 51 150 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 57 0 0 665 568 37 596 585 14 Stage 1 - - - - - - 545 545 - 20 20 - Stage 2 - - - - - - 120 23 - 576 565 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1547 - - 374 432 1035 415 423 1066 Stage 1 - - - - - - 523 519 - 999 879 - Stage 2 - - - - - - 884 876 - 503 508 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - - 1547 - - 251 362 1035 317 355 1066 Mov Cap-2 Maneuver - - - - - - 251 362 - 317 355 - Stage 1 - - - - - - 440 436 - 840 877 - Stage 2 - - - - - - 714 874 - 363 427 - Approach EB WB NB SB HCM Control Delay, s 6.3 1.2 22.7 12.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 308 1600 - - 1547 - - 693 HCM Lane V/C Ratio 0.346 0.159 - - 0.002 - - 0.295 HCM Control Delay (s) 22.7 7.7 - - 7.3 - - 12.4 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 1.5 0.6 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 64 95 72 5 70 16 62 27 8 24 33 33 Future Volume (vph) 64 95 72 5 70 16 62 27 8 24 33 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.977 0.988 0.950 Flt Protected 0.950 0.997 0.969 0.987 Satd. Flow (prot) 1770 1742 0 0 1814 0 0 1783 0 0 1747 0 Flt Permitted 0.950 0.997 0.969 0.987 Satd. Flow (perm) 1770 1742 0 0 1814 0 0 1783 0 0 1747 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 70 103 78 5 76 17 67 29 9 26 36 36 Shared Lane Traffic (%) Lane Group Flow (vph) 70 181 0 0 98 0 0 105 0 0 98 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 4 Front Range RV 07/18/2025 4:00 pm 2025 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 64 95 72 5 70 16 62 27 8 24 33 33 Future Vol, veh/h 64 95 72 5 70 16 62 27 8 24 33 33 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 70 103 78 5 76 17 67 29 9 26 36 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 93 0 0 181 0 0 413 385 142 396 416 85 Stage 1 - - - - - - 282 282 - 95 95 - Stage 2 - - - - - - 131 103 - 301 321 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1501 - - 1394 - - 549 549 906 564 527 974 Stage 1 - - - - - - 725 678 - 912 816 - Stage 2 - - - - - - 873 810 - 708 652 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1501 - - 1394 - - 481 521 906 514 500 974 Mov Cap-2 Maneuver - - - - - - 481 521 - 514 500 - Stage 1 - - - - - - 691 646 - 869 813 - Stage 2 - - - - - - 801 807 - 638 621 - Approach EB WB NB SB HCM Control Delay, s 2.1 0.4 13.8 12 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 512 1501 - - 1394 - - 614 HCM Lane V/C Ratio 0.206 0.046 - - 0.004 - - 0.159 HCM Control Delay (s) 13.8 7.5 - - 7.6 0 - 12 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.8 0.1 - - 0 - - 0.6 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 5 4 80 7 2 74 Future Volume (vph) 5 4 80 7 2 74 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.940 0.989 Flt Protected 0.973 0.999 Satd. Flow (prot) 1704 0 1842 0 0 1861 Flt Permitted 0.973 0.999 Satd. Flow (perm) 1704 0 1842 0 0 1861 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 4 87 8 2 80 Shared Lane Traffic (%) Lane Group Flow (vph) 9 0 95 0 0 82 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 4 80 7 2 74 Future Vol, veh/h 5 4 80 7 2 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 4 87 8 2 80 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 175 91 0 0 95 0 Stage 1 91 - - - - - Stage 2 84 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 815 967 - - 1499 - Stage 1 933 - - - - - Stage 2 939 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 814 967 - - 1499 - Mov Cap-2 Maneuver 814 - - - - - Stage 1 933 - - - - - Stage 2 938 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 876 1499 - HCM Lane V/C Ratio - - 0.011 0.001 - HCM Control Delay (s) - - 9.2 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 147 13 30 1 15 3 43 34 4 0 45 184 Future Volume (vph) 147 13 30 1 15 3 43 34 4 0 45 184 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.895 0.976 0.994 0.892 Flt Protected 0.950 0.950 0.974 Satd. Flow (prot) 1770 1667 0 1770 1818 0 0 1803 0 0 1662 0 Flt Permitted 0.950 0.950 0.974 Satd. Flow (perm) 1770 1667 0 1770 1818 0 0 1803 0 0 1662 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 160 14 33 1 16 3 47 37 4 0 49 200 Shared Lane Traffic (%) Lane Group Flow (vph) 160 47 0 1 19 0 0 88 0 0 249 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 147 13 30 1 15 3 43 34 4 0 45 184 Future Vol, veh/h 147 13 30 1 15 3 43 34 4 0 45 184 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 160 14 33 1 16 3 47 37 4 0 49 200 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 19 0 0 47 0 0 495 372 31 391 387 18 Stage 1 - - - - - - 351 351 - 20 20 - Stage 2 - - - - - - 144 21 - 371 367 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1597 - - 1560 - - 485 558 1043 568 547 1061 Stage 1 - - - - - - 666 632 - 999 879 - Stage 2 - - - - - - 859 878 - 649 622 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1597 - - 1560 - - 336 502 1043 493 492 1061 Mov Cap-2 Maneuver - - - - - - 336 502 - 493 492 - Stage 1 - - - - - - 599 569 - 899 878 - Stage 2 - - - - - - 658 877 - 544 560 - Approach EB WB NB SB HCM Control Delay, s 5.8 0.4 16.3 10.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 406 1597 - - 1560 - - 865 HCM Lane V/C Ratio 0.217 0.1 - - 0.001 - - 0.288 HCM Control Delay (s) 16.3 7.5 - - 7.3 - - 10.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.8 0.3 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 50 51 106 10 95 14 42 23 1 5 20 51 Future Volume (vph) 50 51 106 10 95 14 42 23 1 5 20 51 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.899 0.984 0.998 0.909 Flt Protected 0.950 0.996 0.969 0.997 Satd. Flow (prot) 1770 1675 0 0 1826 0 0 1801 0 0 1688 0 Flt Permitted 0.950 0.996 0.969 0.997 Satd. Flow (perm) 1770 1675 0 0 1826 0 0 1801 0 0 1688 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 54 55 115 11 103 15 46 25 1 5 22 55 Shared Lane Traffic (%) Lane Group Flow (vph) 54 170 0 0 129 0 0 72 0 0 82 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 5 Front Range RV 07/18/2025 7:00 am 2025 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 51 106 10 95 14 42 23 1 5 20 51 Future Vol, veh/h 50 51 106 10 95 14 42 23 1 5 20 51 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 54 55 115 11 103 15 46 25 1 5 22 55 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 118 0 0 170 0 0 392 361 113 367 411 111 Stage 1 - - - - - - 221 221 - 133 133 - Stage 2 - - - - - - 171 140 - 234 278 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1470 - - 1407 - - 567 566 940 589 531 942 Stage 1 - - - - - - 781 720 - 870 786 - Stage 2 - - - - - - 831 781 - 769 680 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1470 - - 1407 - - 499 541 940 548 507 942 Mov Cap-2 Maneuver - - - - - - 499 541 - 548 507 - Stage 1 - - - - - - 752 693 - 838 780 - Stage 2 - - - - - - 754 775 - 713 655 - Approach EB WB NB SB HCM Control Delay, s 1.8 0.6 13.1 10.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 517 1470 - - 1407 - - 740 HCM Lane V/C Ratio 0.139 0.037 - - 0.008 - - 0.112 HCM Control Delay (s) 13.1 7.5 - - 7.6 0 - 10.5 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.5 0.1 - - 0 - - 0.4 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 8 6 98 9 5 88 Future Volume (vph) 8 6 98 9 5 88 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.941 0.988 Flt Protected 0.973 0.998 Satd. Flow (prot) 1706 0 1840 0 0 1859 Flt Permitted 0.973 0.998 Satd. Flow (perm) 1706 0 1840 0 0 1859 Link Speed (mph) 30 55 55 Link Distance (ft) 169 568 546 Travel Time (s) 3.8 7.0 6.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 9 7 107 10 5 96 Shared Lane Traffic (%) Lane Group Flow (vph) 16 0 117 0 0 101 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 1: Frontage Rd & Access 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 8 6 98 9 5 88 Future Vol, veh/h 8 6 98 9 5 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 7 107 10 5 96 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 218 112 0 0 117 0 Stage 1 112 - - - - - Stage 2 106 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 770 941 - - 1471 - Stage 1 913 - - - - - Stage 2 918 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 767 941 - - 1471 - Mov Cap-2 Maneuver 767 - - - - - Stage 1 913 - - - - - Stage 2 914 - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 833 1471 - HCM Lane V/C Ratio - - 0.018 0.004 - HCM Control Delay (s) - - 9.4 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 234 15 39 3 9 6 41 57 1 3 47 138 Future Volume (vph) 234 15 39 3 9 6 41 57 1 3 47 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.891 0.938 0.999 0.901 Flt Protected 0.950 0.950 0.980 0.999 Satd. Flow (prot) 1770 1660 0 1770 1747 0 0 1824 0 0 1677 0 Flt Permitted 0.950 0.950 0.980 0.999 Satd. Flow (perm) 1770 1660 0 1770 1747 0 0 1824 0 0 1677 0 Link Speed (mph) 40 40 55 55 Link Distance (ft) 603 935 652 458 Travel Time (s) 10.3 15.9 8.1 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 254 16 42 3 10 7 45 62 1 3 51 150 Shared Lane Traffic (%) Lane Group Flow (vph) 254 58 0 3 17 0 0 108 0 0 204 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 2: Frontage Rd & County Road 50 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 10.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 234 15 39 3 9 6 41 57 1 3 47 138 Future Vol, veh/h 234 15 39 3 9 6 41 57 1 3 47 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 254 16 42 3 10 7 45 62 1 3 51 150 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 58 0 0 665 568 37 597 586 14 Stage 1 - - - - - - 545 545 - 20 20 - Stage 2 - - - - - - 120 23 - 577 566 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1546 - - 374 432 1035 415 422 1066 Stage 1 - - - - - - 523 519 - 999 879 - Stage 2 - - - - - - 884 876 - 502 507 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - - 1546 - - 251 362 1035 317 354 1066 Mov Cap-2 Maneuver - - - - - - 251 362 - 317 354 - Stage 1 - - - - - - 440 436 - 840 877 - Stage 2 - - - - - - 714 874 - 362 426 - Approach EB WB NB SB HCM Control Delay, s 6.2 1.2 22.8 12.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 308 1600 - - 1546 - - 692 HCM Lane V/C Ratio 0.349 0.159 - - 0.002 - - 0.295 HCM Control Delay (s) 22.8 7.7 - - 7.3 - - 12.4 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 1.5 0.6 - - 0 - - 1.2 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 95 72 5 70 16 62 27 8 24 33 35 Future Volume (vph) 66 95 72 5 70 16 62 27 8 24 33 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.977 0.988 0.949 Flt Protected 0.950 0.997 0.969 0.987 Satd. Flow (prot) 1770 1742 0 0 1814 0 0 1783 0 0 1745 0 Flt Permitted 0.950 0.997 0.969 0.987 Satd. Flow (perm) 1770 1742 0 0 1814 0 0 1783 0 0 1745 0 Link Speed (mph) 55 55 55 55 Link Distance (ft) 248 649 395 456 Travel Time (s) 3.1 8.0 4.9 5.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 72 103 78 5 76 17 67 29 9 26 36 38 Shared Lane Traffic (%) Lane Group Flow (vph) 72 181 0 0 98 0 0 105 0 0 100 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC JR Engineering 3: Frontage Rd & Vine Dr 01/26/2024 Scenario 6 Front Range RV 07/18/2025 4:00 pm 2025 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 66 95 72 5 70 16 62 27 8 24 33 35 Future Vol, veh/h 66 95 72 5 70 16 62 27 8 24 33 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 72 103 78 5 76 17 67 29 9 26 36 38 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 93 0 0 181 0 0 418 389 142 400 420 85 Stage 1 - - - - - - 286 286 - 95 95 - Stage 2 - - - - - - 132 103 - 305 325 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1501 - - 1394 - - 545 546 906 560 525 974 Stage 1 - - - - - - 721 675 - 912 816 - Stage 2 - - - - - - 871 810 - 705 649 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1501 - - 1394 - - 476 518 906 510 498 974 Mov Cap-2 Maneuver - - - - - - 476 518 - 510 498 - Stage 1 - - - - - - 686 643 - 868 813 - Stage 2 - - - - - - 797 807 - 634 618 - Approach EB WB NB SB HCM Control Delay, s 2.1 0.4 14 12 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 507 1501 - - 1394 - - 616 HCM Lane V/C Ratio 0.208 0.048 - - 0.004 - - 0.162 HCM Control Delay (s) 14 7.5 - - 7.6 0 - 12 HCM Lane LOS B A - - A A - B HCM 95th %tile Q(veh) 0.8 0.1 - - 0 - - 0.6 Front Range RV & Boat Storage – Traffic Memo Appendix E: Parking Type Matrix A W e s t r i a n C o m p a n y