Issuu

Draft Report

Pinnacle Village Outline Plan Transportation Impact Assessment Prepared for Pinnacle Investments Inc. By Arcadis

May 23, 2025

ARCADIS IBI GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Document Control Page CLIENT:

Pinnacle Investments Inc.

PROJECT NAME:

Pinnacle Village

REPORT TITLE:

Transportation Impact Assessment

ARCADIS IBI REFERENCE:

133341

VERSION:

6.0

DIGITAL MASTER: ORIGINATOR:

Nabila Haue, Ivan Dorcic, Shaun Lorincz

REVIEWER:

Ainsley Brown

AUTHORIZATION: CIRCULATION LIST:

HISTORY:

1.0 Draft report – February 13, 2023 Initial draft 2.0 Draft report – March 8, 2023 Amended for Planning comments 3.0 Draft Report – July 15, 2024 Amended for County Comments 4.0 Draft Report – November 21, 2024 Amended for County Comments 5.0 Draft Report – April 2, 2025 Amended for County Comments 6.0 Draft Report – May 23, 2025 Amended for County Comments

ARCADIS IBI GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Table of Contents 1 1

2 3

Executive Summary ................................................................................................. 1 Introduction and Proposed Development ............................................................. 2 1.1 Background ................................................................................................... 2 1.2 Study Scope and Proposed Development .................................................... 2 Access Management, Highway and Municipal Plans .......................................... 5 Existing Infrastructure Conditions ........................................................................ 5 3.1 Existing Roadway Network ........................................................................... 5 3.2 Existing Intersection Configurations ............................................................. 7 Traffic Conditions .................................................................................................. 10 4.1 Background Traffic ...................................................................................... 10 4.2 Traffic Generated by Other Developments ................................................. 13 4.3 Total Background Traffic ............................... Error! Bookmark not defined. 4.4 Site Generated Traffic ................................................................................. 22 4.5 Combined Traffic ......................................................................................... 28 Analysis .................................................................................................................. 34 5.1 Intersection Capacity Analysis .................................................................... 34 5.2 Intersection Treatment Warrants ................................................................ 37 5.3 Design Considerations ................................................................................ 41 5.4 Traffic Control Needs .................................................................................. 42 5.5 Illumination Warrant Analysis...................................................................... 43 5.6 Design Vehicle Accommodation ................................................................. 43 5.7 Site Access Review .................................................................................... 43 5.8 Sightlines..................................................................................................... 44 5.9 Emergency Access ..................................................................................... 44 5.10 Active Transportation Review ..................................................................... 44 Conclusions and Recommendations .................................................................. 46

Appendices Appendix A: Traffic Counts Appendix B: Intersection Analysis – Synchro Appendix C: Intersection Analysis – Sidra Appendix D: Intersection Treatment Warrants Appendix E: Signal Warrant Calculation Appendix F: Illumination Warrant

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Executive Summary

The proposed development Pinnacle Village proposed at parcel legal description Lot 1, Block 1, Plan 182 1685 in Sturgeon County, Alberta. The proposed residential development is in the northeast quadrant of the intersection at Starkey Road & Trestle Ridge Road. The subject site is currently undeveloped and is intended for future residential development with a total area of approximately 13.88ha. The proposed development may be developed in phases, however the full development was the focus of the analysis. The traffic associated with the proposed residential development Pinnacle Village can be accommodated on the surrounding roadway network. The study intersections on Starkey Road, at East Estate Way / Trestle Ridge Road and Bellerose Drive / Pinnacle Way are able to accommodate the proposed traffic. The access to the proposed development will align with Pinnacle Way south of the subject parcel. To accommodate the additional traffic generated by the Pinnacle Village development, it is recommended that the intersection be improved to a Type IIIc intersection configuration.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Introduction and Proposed Development

1.1

Background

Arcadis IBI Group was retained by Pinnacle Investments Inc. to undertake a Traffic Impact Assessment (TIA) in support of the Pinnacle Village Outline Plan (OP) for a proposed residential development on the north side of Trestle Ridge Road directly east of Starkey Road. An OP is required as the proposed development area falls within the Valley Core Reserve in the Sturgeon Valley Area Structure Plan (ASP).

1.2

Study Scope and Proposed Development

1.2.1

Study Scope

The primary objectives of the TIA are to: •

Identify the transportation network relevant to the subject site;

•

Estimate the additional traffic associated with the proposed residential development; and

•

Address the potential for off-site traffic impacts.

1.2.2

Proposed Development

The proposed development is located in Sturgeon County, Alberta at parcel legal description Lot 1, Block 1, Plan 182 1685. The proposed residential development is located in the northeast quadrant of the Starkey Road & Trestle Ridge Road intersection as illustrated in Figure 1-1. The figure below also illustrates the existing roadways within the study area. Pinnacle Village outline plan location is also illustrated in Figure 1-2.

Figure 1-1: Context Plan

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Figure 1-2: Pinnacle Village Outline Plan The subject site is currently undeveloped and is intended for future residential development with a total area of approximately 13.88ha. As shown in Figure 1-3, the proposed development includes proposed phases. The development will include construction of 144 lots.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Figure 1-3: Proposed Development The raised median is being proposed at the site entrance road, along with sidewalks at both side of the roadway. Conceptual design of the main entrance road is illustrated in Figure 1-4.

Figure 1-4: Proposed Development Entrance Road The area south of Pinnacle Village contains the residential subdivision of Pinnacle Ridge. The area to the west contains the residential subdivisions of Upper Manor Pointe and The Banks. The areas to the north and east of the plan area are predominantly agricultural with associated farm buildings.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Access Management, Highway and Municipal Plans

The access to the proposed development will align with Pinnacle Way south of the subject parcel, identified by a red triangle in Figure 1-1. The proposed development meets the intent of the Edmonton Metropolitan Regional Growth Plan (EMRGP) and the Sturgeon County Municipal Development Plan. Based on the Sturgeon County Municipal Development Plan Trestle Ridge Road may be extended in the future and turn south providing a new connection to Township Road 543A via Range Road 245. Timing for the extension is unknown. Alberta Transportation Roadside Management Classification Map identifies the future functional classification for Highway 37 as rural arterial divided (RAD).

Existing Infrastructure Conditions

3.1

Existing Roadway Network

The existing roadway network adjacent to the subject site includes the following roadways: Highway 37 Alberta Transportation classifies Highway 37 as a Level 2 Arterial which is intended to accommodate the movement of people, and goods and services at an intra-provincial level. Access to this level of arterial road is restricted to connections with the National Highway System and collector roads. Within the vicinity of Range Road 251, Highway 37 has a 3-lane rural crosssection with two westbound lanes and one eastbound lane. The posted speed limit is 70km/h. Two streetlights are present on the north and south sides at the intersection with Range Road 251. Starkey Road / Range Road 251 Starkey Road / Range Road 251 is a 2-lane north-south collector with a posted speed limit of 70km/h which extends for approximately 4.6km between Highway 37 and Sturgeon Road. The existing roadway cross-section is approximately 7.0m wide with 1.5m paved shoulders. Starkey Road crosses the Sturgeon River approximately 320m south of the intersection with Bellerose Drive / Pinnacle Way. There is an existing crest in the roadway between East Estate Way / Trestle Ridge Road and Bellerose Drive / Pinnacle Way, as well as north of the Sturgeon River crossing. The posted speed limit is 70km/h. A shared use path (SUP) is located on the west side of the corridor, extending approximately 125m north and 560m south of East Estates Way. A mid-block crossing of the SUP is located approximately 170m north of Bellerose Drive. A concrete median is present on Starkey Road at the intersection with Sturgeon Road. Trestle Ridge Road Directly south of the subject site, Trestle Ridge Road is an east-west 2-lane rural collector with a posted speed limit of 60km/h which extends east from Range Road 251. The existing roadway cross-section is approximately 7.0m wide with 1.0m paved shoulders. There do not appear to be any significant grade changes along the existing road profile.

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There are four side street connections from the south to Trestle Ridge Road: Pinnacle Way, Riverridge Rd, Riverstone Dr W and Riverstone Drive E. At its eastern limits, Trestle Ridge Road turns north becoming the north-south Range Road 250 which dead ends at Trestle Ridge Place. Other then Pinnacle Way, there are no other through road connections. At its intersection with Range Road 251, a streetlight is present on the northeast corner, an existing Canada Post Mailbox is located on the southeast corner, and utility pedestals are located on both the northeast and southeast corners. East Estates Way Extending west of Range Road 251, opposite of Trestle Ridge Road, East Estates Way is an east-west 2-lane rural collector with a posted speed limit of 40km/hr. The existing roadway cross-section is approximately 7.0m wide and there do not appear to be any significant grade changes within close proximity to its subject intersection with Range Road 251. East Estates Way has two connections to Bellerose Drive via Villa Drive and River Lane, and two connections to Township Road 544 via Estate Way West and Estate Way Drive. Two large entrance features are located on the north and south side of the corridor west of Range Road 251. Bellerose Drive Starting at Starkey Road / Range Road 251, this existing 2-lane rural collector with a posted speed limit of 70km/h extends southwest into the City of St. Albert. The existing roadway crosssection is approximately 7.5m wide with 1.0m wide paved shoulders. The road profile falls away from the Starkey Road / Range Road 251 intersection. Streetlights are present on the northwest and southwest corners of its intersection with Starkey Road / Range Road 251. A north-south mid-block SUP crossing is located approximately 290m west of Starkey Road / Range Road 251. Pinnacle Way Extending east of Starkey Road / Range Road 251, opposite Bellerose Drive, Pinnacle Way is a 2-lane urban local subdivision roadway with a posted speed limit of 40km/h. A 30m landscaped median with street lighting is located at its intersection with Starkey Road / Range Road 251. The typical cross-section has roughly a 9.0m wide road platform. Two large entrance features are located on the north and south side of the corridor east of Starkey Road / Range Road 251. Pinnacle Way turns to the north and connects to Trestle Ridge Road. Sturgeon Road Sturgeon Road is a 2-lane east-west rural arterial roadway with a posted speed limit of 70km/h. The corridor has an approximate roadway cross-section of 7.5m with 1.2m wide paved shoulders. Partial urbanization is present at its intersection with Starkey Road, otherwise the roadway has a rural cross-section. Street lighting is present on the approaches to the intersection with Starkey Road.

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3.2

Existing Intersection Configurations

Intersection configurations within proximity to the subject site are as follows are shown in Figure 3-2.

Figure 3-2: Subject Intersections

3.2.1

Range Road 251 and East Estate Way / Trestle Ridge Road

Stop Control on East Estate Way / Trestle Ridge Road. The existing intersection appears to have a Type IVc configuration as per Alberta Transportation HGDG. o

Eastbound (East Estate Way) – one shared left / through / right lane

Westbound (Trestle Ridge Road) – one left turn / through / right turn lane, although while there are no defined turn lanes the single approach lane widens from 3.5m to 6.6m over approximately 120m. For the purposes of analysis, a left turn bay was modeled to represent the current use.

Northbound (Range Road 251) – one left turn lane (130m taper, 105m storage), one shared through / right lane

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3.2.2

Southbound (Range Road 251) – one shared left / through lane, one shared right turn lane (75m taper, 55m storage)

Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way

Stop Control on Bellerose Drive / Pinnacle Way, located approximately 710m south of East Estate Way / Trestle Ridge Road. Sight lines are minimal for vehicles on East Estates Way approaching Range Road 251 and users of the SUP along the west side of Range Road 251. The existing intersection appears to have a Type IVb configuration as per Alberta Transportation HGDG. o

Eastbound (Bellerose Drive) – one shared left turn / through lane, one right turn lane (50m taper, 100m storage)

Westbound (Pinnacle Way) – one shared left turn / through / right turn lane (while there are no defined turn lanes the approach single lane widens from 4.5m to 7.0m over approximately 30m). For the purpose of the analysis, it was assumed a left turn lane with 30 m storage and a shared through and right turn lane.

Northbound (Starkey Road) – one left turn lane (130m taper, 105m storage), one shared through / right turn lane

Southbound (Range Road 251) – one shared left turn / through lane, one right turn taper (80m)

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3.2.3

Trestle Ridge Road and Pinnacle Way

‘T’ intersection with stop control on Pinnacle Way, located approximately 310m east of Range Road 251. There are no existing turn lanes present and the intersection geometry appears to follow Alberta Transportation Geometric Design Guide (HGDG) Type Ia configuration.

3.2.4

Highway 37 and Range Road 251

Stop Control on Range Road 251, located approximately 2.6km north of East Estate Way / Trestle Ridge Road. The existing intersection appears to have a Type IVc configuration as per Alberta Transportation HGDG.

3.2.5

Eastbound (Highway 37) – one shared left turn / through lane, one right turn lane (130m taper, 95m storage)

Westbound (Highway 37) – one left turn lane (200m taper, 110m storage), one through lane, one shared through / right turn lane

Northbound (Range Road 251) – one shared left turn / through lane, one right turn lane (10 m storage)

Southbound (Range Road 251) – one shared left turn / through lane, one right turn lane (10 m storage)

Sturgeon Road and Starkey Road

Single lane roundabout located approximately 240m south of Bristol Way.

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Traffic Conditions

4.1

Background Traffic

4.1.1

Existing Background Traffic

12-hour traffic counts were conducted in 2022 at the intersections of Range Road 251 and East Estate Way / Trestle Ridge Road, Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way, and Sturgeon Road and Starkey Road. The traffic counts data were collected from 7 am to 7 pm on: •

Wednesday, October 5, 2022, at Range Road 251 and East Estate Way / Trestle Ridge Road intersection;

•

Tuesday, October 4, 2022, at Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way intersection; and

•

Thursday, September 29, 2022, at Sturgeon Road and Starkey Road intersection.

A historical traffic count for the intersection of Highway 37 and Range Road 251 (2021) was obtained from Alberta Transportation. The traffic counts have been provided in Appendix A. Due to the low volume of site-generated traffic that is anticipated to use Highway 37, it is not expected that site-generated traffic will have a significant impact to the Highway 37 & Range Road 251 intersection. This early assumption has been reviewed as part of the intersection analysis. The existing traffic volumes have been balanced between the subject intersections and are illustrated in Figures 4-1 and 4-2.

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Figure 4-1: Background Traffic Volumes (Daily)

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Figure 4-2: Background Traffic Volumes (AM/PM)

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4.1.2

Projected Background Traffic

It is anticipated (for the purposes of this study) that Phase 1 of the proposed development will open in 2025 and Phase 2 in 2026 or later. As such, project background traffic volumes were developed for 2025 commencement, 2035 and 2045. For the analysis conducted in Sturgeon County Transportation Master Plan (September 2023) a 2.0% linear traffic growth rate was applied to the highways, to determine forecasted traffic volumes. The analysis in this report follows a same approach. A compounding 2% growth rate was applied to regional traffic, including traffic along Starkey Road/Range Road 251, Bellerose Drive, and Sturgeon Road. In addition, as per the County’s request, the 2% growth rate was applied to Estates Way, Trestle Ridge Road, and Pinnacle Way to account for any additional growth within the developing areas. There aren’t planning documents identifying the proposed development northeast of Pinnacle Ridge. When plans are developed, additional traffic analysis, particularly for the Trestle Ridge Road corridor, will be required. Updated since the previous report, the AADT numbers are now based on Vistro traffic numbers and reflect more accurate results, which are less then the previous report. It is noted that that the AADT by the 2035 background becomes slightly over 10,000 AADT along Starkey Road and increases in the future years. The capacity for two lane collector roads is generally less then 10,000 AADT based on the Sturgeon County General Municipal Servicing Standard (GMSS). Based on the GMSS, the roads would have higher demand then capacity. Based on the Sturgeon County Master Plan, there are plans to expand Starkey Road to a four-lane arterial road between Coal Mine Road and Bellerose Drive. The expanded road should have enough capacity to account for the additional traffic.

4.2

Traffic Generated by Other Developments

Starkey Hills is a proposed development located on the south-west corner for the Range Road 251 and Township Road 544D/Township Road 545A intersection. Two accesses are proposed as part of this development as follows: •

A new access intersection will be provided on Range Road 251 approximately 490m north of the East Estates Way / Trestle Ridge Road intersection in 2025, and

•

By 2035, a second access intersection will be provided on Township Road 544D approximately 670m west of Range Road 251.

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Figures 4-9 and 4-10 below were provided by D&A Paulichuk Consulting Ltd. and identify the anticipated daily and peak hour trip generation for the proposed development for 2025, 2035, and 2045.

Figure 4-3: Starkey Hills 2025 Trip Generation

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Figure 4-4: Starkey Hills 2035 & 2045 Trip Generation

4.3

Total Background Traffic

The background traffic escalated from current traffic counts, and the traffic generated by the Starkey Hills development were combined to develop total background traffic volumes. The forecasted traffic data are provided in Figures 4-3 to 4-8.

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Figure 4-5: 2025 Background Traffic Volumes (Daily)

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Figure 4-6: 2025 Background Traffic Volumes (AM/PM)

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Figure 4-7: 2035 Background Traffic Volumes (Daily)

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Figure 4-8: 2035 Background Traffic Volumes (AM/PM)

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Figure 4-9: 2045 Background Traffic Volumes (Daily)

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Figure 4-10: 2045 Background Traffic Volumes (AM/PM)

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4.4

Site Generated Traffic

The proposed development will introduce a fourth leg, Pinnacle Village, to the existing ‘T’ intersection of Trestle Ridge Road and Pinnacle Way. In accordance with 2021 ASP Traffic Review by Bunt and Associates, 9.44 two-way trips per unit were used to calculate the daily traffic generation of the proposed development. As per the County’s request, this rate was increased by 27% to 12 two-way trips per unit to account for additional site traffic. Table 4-1 summarizes the trip generation for each phase of the proposed development. Table 4-1: Trip Generation Rates

Phase

Commencement

Units

Phase 1

2025

Phase 2

2026+

Total Daily Trips 1560

12.00

168

144

Total 1

130

Daily Trip Generation Rate (t/du)1 12.00

1728

From 2021 Bunt and Associates ASP Traffic Review and increased by 27% as per the County’s request

Table 4-2 summarizes the projected two-way AM peak hour and PM peak hour vehicle trips generated by the proposed development, using the trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (2021) publication. However, as per the County’s request, these rates were increased by 27% to account for additional site traffic. Table 4-2:Trip Generation Table Phase

Vehicle Trip Generation Rates2

Units

AM Peak

Total Generated Trips

PM Peak

AM Peak

PM Peak

AM Peak (t/du)

% IN

% OUT

PM Peak (t/du)

% IN

% OUT

Out

Ph 1

130

0.89

25%

75%

1.19

63%

37%

Ph 2

0.89

25%

75%

1.19

63%

37%

Total

144

109

Trip Generation Rates based on the trip rates from the ITE Trip Generation Manual, 11th Edition and increased by 27% as per the County’s request Note: Any apparent discrepancies in the subtotals are due to numbers rounding

The projected traffic generated by the proposed site was distributed and assigned to the site access and the roadway network, primarily based on the directional distribution of the existing traffic volumes as well as taking account of trips as per the Starky Hills development, as illustrated in Figure 4-11. A portion of the of the traffic from the proposed development has been allocated to the future extension of Coal Mine Road to Starkey Road, as shown in the County’s Transportation Master Plan. The extension is planned as a four-lane arterial with a connection to Neil Ross Road.

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Figure 4-11: Trip Distributions

It is anticipated that the majority of site generated traffic will travel south along Starkey Road. 43% of traffic generated from the proposed development will travel westerly towards St. Albert via Coal Mine Road (11%), Bellerose Drive (14%) and Sturgeon Road (18%). It's expected that 40% of traffic will travel to the east on Sturgeon Road to make connections to north-south Highway 28 or Anthony Henday Drive. 17% of traffic from the proposed development is anticipated to travel north towards Highway 37, where the majority will go east. Figures 4-12 to 4-15 summarize distribution of the site generated daily and peak hour traffic volumes. The County has noted there is an existing condition of additional traffic going southbound on Pinnacle Way to Bellerose Drive and an expectation the site traffic could compound the issue. The traffic was modelled to account for traffic for the most conservative route - taking Starkey Road. There is the potential that some traffic will take Pinnacle Way southbound, which will disperse traffic further than as assumed. Should there be qualitative issues experienced by residents, potential improvements could include traffic calming enhancements. Such enhancements would not be resultant from quantitative traffic concerns introduced by the development.

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Figure 4-12: 2025 Phase 1 Site Generate Traffic Volumes (Daily)

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Figure 4-13: 2025 Phase 1 Site Generated Traffic Volumes (AM/PM)

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Figure 4-14: Full Build-Out Site Generated Traffic Volumes (Daily)

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Figure 4-15: Full Build-Out/2035 Site Generated Traffic Volumes (AM/PM)

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4.5

Combined Traffic

The combined volumes were obtained by superimposing the proposed site traffic volumes with the total background traffic volumes. The resulting volumes are shown in Figures 4-16 to 4-21.

Figure 4-16: 2025 Total Traffic Volumes (Daily)

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Figure 4-17: 2025 Total Traffic Volumes (AM/PM)

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Figure 4-18: 2035 Total Traffic Volumes (Daily)

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Figure 4-19: 2035 Total Traffic Volumes (AM/PM)

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Figure 4-20: 2045 Total Traffic Volumes (Daily)

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Figure 4-21: 2045 Total Traffic Volumes (AM/PM)

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Analysis

5.1

Intersection Capacity Analysis

5.1.1

Intersection Analysis Assumptions

Synchro 11 was used to model. Intersection Capacity Analysis is based on the 2021 Alberta Transportation TIA Guidelines as well as the 2019 Sturgeon County Infrastructure Master Plan. The Synchro reports are included in Appendix B, and the settings are outlined in Table 5.1. Table 5.1: Synchro Settings Setting Percent Trucks Saturation Flow Rate Minimum Lane Width Grade Total Lost Time Adjustment Factor Peak hour Factor Lane Utilization Factor Link Speed

Recommended Value 2% 1,900 pcu/hr/ln 3.6 m 0% 0.5 1.0 1.0 As per posted speed

The following operational standards were used to evaluate intersection function. •

The maximum volume-to-capacity ratio shall be 0.85 for the intersection overall, and 0.90 for any individual movement as per Alberta Transportation.

•

The level of service shall be D or better for the intersection overall or each individual movement as per the Infrastructure Master Plan.

5.1.2

Starkey Road / Range Road 251 and East Estate Way / Trestle Ridge Road

The Synchro results included in Appendix B summarize the critical movements during the AM and PM Peak hour intersection assessments for the study years 2025, 2035, and 2045. With background and total traffic, the operational standards are met for 2025. In 2035, the background traffic shows an intersection performance of LOS A and the most restrictive movement is the westbound left with a v/c of 0.48 and LOS D. In 2035, the total traffic intersection performs at a LOS A and the most restrictive movement is the westbound left with a v/c of 0.74 and LOS E. In 2045, under the background condition, the intersection has a LOS A and the most restrictive movement is the westbound left with a v/c of 0.74 and LOS F. In the same year the intersection with total traffic has a LOS B and the most restrictive movement is the westbound left with a v/c of 1.06 and LOS F. By 2035 future background, there are performance concerns for this intersection It is only with the subsequent ongoing projected growth in the area for which the traffic exceeds the intersection capacity, rather than that associated with the proposed development. With a 2% compounding growth factor, the background traffic is modeled to increase by over 50% between 2025 and 2045 which exceeds the approved development in the area. As per the County’s request, mitigation was looked at to improve the conditions for 2035 and 2045. A single lane roundabout analysis was completed in Sidra and the results are included in Appendix C. The results include both 2035 and 2045 background and total conditions. Overall,

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the mitigation shows improved conditions, especially for the westbound left. In the 2035 and 2045 horizon years for both the background and total traffic scenarios, the roundabout performs at a LOS A, with the most constrained movements showing a LOS B, and all within operational standards. This mitigation is to show a potential solution of improvement; ultimately, it is the county that will decide on potential mitigation strategies to this intersection based on background conditions.

5.1.3

Starkey Road/Range Road 251 and Bellerose Drive / Pinnacle Way

The 2023 TMP identifies that the Starkey Road and Bellerose Drive intersection is planned to be upgraded to a single lane roundabout in 2034 and expanded to a four-lane roundabout in 2043. which is anticipated to address the intersection operations. For the 2025 and 2035 horizon, the intersection was analysed using Synchro with the existing intersection configuration and the results are included in Appendix B. North of this intersection, the pedestrian crossing along Starkey Road was modelled as well as per the County’s request and included in the Synchro results. In the 2025 horizon year for both the background and total traffic scenarios, the existing intersection configuration performs at a LOS A, with the most constrained movements showing a LOS D and the highest v/c at 0.34. By 2035 horizon year, the background and total configuration performs at a LOS B, with the most constrained movements showing a LOS F and the highest v/c at 0.64. Roundabout analysis was completed in Sidra for the 2035 and 2045 background and total conditions and the results are included in Appendix C. For the background traffic and the proposed development, a single lane roundabout was analyzed. In the 2035 and 2045 horizon years for both the background and total traffic scenarios, the roundabout performs at a LOS A, with the most constrained movements showing a LOS B, and all within operational standards.

5.1.4

Starkey Road/Range Road 251 and Sturgeon Road

The Starkey Road/Range Road 251 and Sturgeon Road intersection is currently a three-legged roundabout. The 2023 TMP identifies that the roundabout is to remain a single lane roundabout within the timeframe of the TMP which is 25 years, although incremental improvements may be added. The single lane roundabout analysis was completed in Sidra and the results are included in Appendix C. In all horizon years for the background scenario, the roundabout performs at a LOS A, with the most constrained movements showing a LOS C. For the 2025 and 2035 horizon years and the total traffic volumes, the roundabout also performs at a LOS A, with the most constrained movements showing a LOS B. For the 2045 horizon year and with the total traffic volumes, the roundabout performs at a LOS B, with all movements performing at a LOS C or better.

5.1.5

Trestle Ridge Road and Pinnacle Way/Entrance Road (TBD)

The Synchro results for the Trestle Ridge Road and Pinnacle Way/Entrance Road (TBD) intersection included in Appendix B summarize the critical movements during the AM and PM Peak hour intersection assessments for the study years 2025, 2035, and 2045. In all study years, the Starkey Road/Range Road 251 and Bellerose Drive/Entrance Road (TBD) intersection functions within operational standards, with a LOS A for the intersection and the most constrained movement the northbound approach at a v/c of 0.13 and a LOS B.

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5.1.6

Starkey Road/Range Road 251 and Highway 37

The Synchro results included in Appendix B summarize the critical movements during the AM and PM Peak hour intersection assessments for the study years 2025, 2035, and 2045. In 2025, the background traffic shows during the PM Peak an intersection performance of LOS B and the most restrictive movement is the northbound approach with a v/c of 0.47 and LOS D. In 2025, the total traffic intersection performs at a LOS B and the most restrictive movement is the northbound approach with a v/c of 0.51 and LOS D. In 2035, under the background condition, the intersection has a LOS C and the most restrictive movement is the northbound approach with a v/c of 1.11 and LOS F. In the same year, the intersection with total traffic has a LOS C and the most restrictive movement is the westbound left with a v/c of 1.20 and LOS F. The 2045 background conditions worsen. The 2025 conditions are at the threshold and 2035 and 2045 conditions become critical. It is only with the subsequent ongoing projected growth in the area for which the traffic exceeds the intersection capacity, rather than that associated with the proposed development. The existing intersection will require improvement to address the background conditions. The incremental additional traffic associated with the development will not drive the decision-making as to intersection planning. Additional guidance on the intersection configuration is included in Section 5.2.5.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

5.2

Intersection Treatment Warrants

Intersection treatment warrants were reviewed in the context of the current TRANS “Highway Geometric Design Guide” (HGDG). Intersection treatment warrants are based on annual average daily traffic volume (HGDG, Figure D-7.4) and Left Turn Warrants based on hourly traffic volume (HGDG, Figure D-7.6 and D8.6C) to determine the initial intersection treatment type. The spreadsheets for the interpolation of the Harmelink curves used in Figure D-7.6. of the HGDG are included in Appendix D.

5.2.1

Starkey Road and East Estate Way / Trestle Ridge Road

A summary of the intersection warrants for the Starkey Road and East Estate Way / Trestle Ridge Road intersection for the total background and total traffic volumes are included in Table 5-1. Table 5-1 Starkey Road / Range Road 251 and East Estate Way / Trestle Ridge Road Existing Configuration

NB • • •

Dedicated left, 105m storage Through/Right Type IVb

• • •

Dedicated right, 55m storage Through/Left Type IVd

Year 2025

Background NB • • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: None

• •

No RT Warranted Type II

• • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: None

• •

No RT Warranted Type II

• • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: 30m

• •

No RT Warranted Type II

2035

• • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: None

• •

No RT Warranted Type II

• • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: 30m

• •

No RT Warranted Type IV

• • • •

RT Lane Warranted Type IV Existing Storage: 105m Required Storage: 30m

• •

No RT Warranted Type IV

2045

Total NB

The requirements for the Starkey Road / Range Road 251 and East Estate Way / Trestle Ridge Road intersection for the total traffic volumes, at the 2045 horizon year are for a ‘Type IVb’, with an 30m left turn storage in the northbound direction and a “Type IVd’ configuration southbound.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

The current configuration of the intersection at Starkey Road / Range Road 251 and East Estate Way / Trestle Ridge Road accommodates these requirements.

5.2.2

Starkey Road and Bellerose Drive / Pinnacle Way

A summary of the intersection warrants for the Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way intersection for the total background and total traffic volumes are included in Table 5-2. Only the 2025 analysis is included as the intersection is planned to be upgraded to a roundabout in 2035. The results of this section are to evaluate the existing intersection configuration only. Please refer to Appendix C for the analysis results for the roundabout. Table 5-2 Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way Existing Configuration

NB • • •

Dedicated Left, 105m storage Through/Right Type IVb

• • •

Dedicated Right, 80m storage Through/Left Type IVd

Year 2025

Background NB

Total NB

• • • •

No RT Warranted Type IV Existing Storage: 105m Required Storage: 30m

• •

RT Lane Warranted Type II

• • • •

No RT Warranted Type IV Existing Storage: 105m Required Storage: 40m

• •

RT Lane Warranted Type II

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

The requirements for the Range Road 251 / Starkey Road and Bellerose Drive / Pinnacle Way intersection for the total traffic volumes, at the 2044 horizon year are for a ‘Type IVb’, with an 40m left turn storage, and right turn bay in the northbound direction and a ‘Type II’ configuration southbound. The existing intersection has the required right turn for the southbound approach and the northbound approach has an adequate left turn bay and storage.

5.2.3

Trestle Ridge Road and Pinnacle Way/Entrance Road (Name TBD)

A summary of the intersection warrants for the Trestle Ridge and Pinnacle Way/Entrance Road (TBD) intersection for the total background and total traffic volumes are included in Table 5-3. Table 5-3 Trestle Ridge Road and Pinnacle Way/Entrance Road (Name TBD) Existing Configuration

Year 2025

Type Ia ‘T’

Background

Total

EB • • •

No RT Warranted No LT movement Type II ‘T’

• •

No RT Warranted Type II

• •

No RT Warranted Type II

• • •

No RT Warranted Type III* Type II @ 50 – 60 km/h

• •

No RT Warranted Type II

• •

RT lane Warranted Type III @ 50 – 60 km/h

• •

No RT Warranted Type II

WB WB

2035

• •

No RT movement Type II ‘T’

• • •

No RT Warranted No LT movement Type II ‘T’

• •

No RT movement Type II ‘T’

• • •

No RT Warranted LT movement Type II ‘T’

2045

WB • •

No RT movement Type II ‘T’

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

The existing intersection configuration is currently a Type Ia T-intersection. For a design speed of 70km/h, based on the current speed limit, a full Type IIIc is recommended to accommodate the total 2045 traffic volumes. As per the 2023 TMP identifies that collector roadways in Sturgeon Valley are recommended to be planned for a 50 – 60km/h design speed, which is recommended based on the evolving context of Trestle Ridge Road, at least in the vicinity of the proposed development. For a 50 – 60km/h design speed, a Type IIIc intersection is recommended.

5.2.4

Range Road 251 / Starkey Road and Sturgeon Road

As the intersection at Range Road 251 / Starkey Road and Sturgeon Road is a roundabout and therefore it was not assessed for turn bays based on the warrants.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

5.2.5

Highway 37 and Range Road 251

A summary of the intersection warrants for the Highway 37 and Range Road 251/Starkey Road intersection for the total background and total traffic volumes are included in Table 5-4. Table 5-4 Highway 37 and Range Road 251/Starkey Road Existing Configuration

EB • • •

Dedicated right, 130m storage Through/Left Type IVd

• • •

Dedicated left, 110m storage Through/Right Type IVb

Year 2025

Background EB • •

RT Lane Warranted Type III, No additional storage

• • • •

No RT Warranted Type IV Existing Storage: 110m Required Storage: 30m

• •

RT Lane Warranted Type III, No additional storage

• • • •

No RT Warranted Type IV Existing Storage: 110m Required Storage: 60m

• •

RT Lane Warranted Type III, No additional storage

• • • •

No RT Warranted Type IV Existing Storage: 110m Required Storage: 90m

2035

• •

RT Lane Warranted Type III, No additional storage

• • • •

No RT Warranted Type IV Existing Storage: 110m Required Storage: 30m

• •

RT Lane Warranted Type III, No additional storage

• • • •

No RT Warranted Type IV Existing Storage: 110m Required Storage: 80m

• •

RT Lane Warranted Type IV, No additional storage

• • • • •

No RT Warranted No RT Warranted Type IV Existing Storage: 110m Required Storage: 110m

2045

Total EB

The requirements for the Highway 37 and Range Road 251/Starkey Road intersection for the total traffic volumes, at the 2045 horizon year are for a ‘Type IVb’, with an 110m left turn storage in the westbound direction and a “Type IVd’ configuration eastbound with a right turn lane warranted. The current configuration of the intersection at Highway 37 and Range Road 251/Starkey Road accommodates these requirements. The left turn bay storage just has enough

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

length to accommodate 2045 traffic; however, if there is continued growth in the future then this storage may need to be expanded to accommodate background traffic demands.

5.3

Design Considerations

Entrance Road (Name TBD) The connection to the subject site is projected to have approximately 1728 vehicles per day. The proposed cross-section has a 28m right-of-way, two 6.25m lanes, a 3m median, and separate walk on both sides. This design accommodates the anticipated traffic volumes. Trestle Ridge Road Trestle Ridge Road adjacent to the subject site will be designed as a collector road in accordance with the Sturgeon County 2024 GMSS Section 3.1.5, Volume 8, Drawing 6.1.7, which requires a 24m ROW, with a 12m carriage way, with a separate walk on one side and a 3m SUP on the opposing side. Starkey Road In accordance with the Sturgeon County 2023 Transportation Master Plan (TMP), Starkey Road between Coal Mine Road and Bellerose Drive should be upgraded to a four-lane arterial as per the development occurs in the northern section of the Sturgeon Valley Core by 2043. As per the 2023 GMSS Section 3.1.5, Volume 8, Drawing 3.1.24, the road will be designed with a 42m ROW, 20.3m roadway, and 3m SUP on either side. The current ROW adjacent to the OP area is 50m, so additional land for transportation servicing is not required, but may be required for utility servicing when the County confirms with Utility and Waste Management Services (UWMS). In addition, the Starkey Road and Bellerose Drive intersection, in reference to the 2023 TMP, is planned to be upgraded to a single lane roundabout in 2034 and expanded to a four-lane roundabout in 2043.

5.4

Traffic Control Needs

Based on the Transportation Association of Canada (TAC) signal warrant procedure, an analysis was carried out to assess the need for traffic signal control installation at the study intersections. An analysis at the Starkey Road & East Estate Way / Trestle Ridge Road and Trestle Ridge Road & Pinnacle Way / Pinnacle Village intersections, under 2045 Total conditions, concluded that the signalization is not warranted.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Full signal warrant analysis calculation is presented in Appendix E.

5.5

Illumination Warrant Analysis

Based on TAC’s warrant for “Illumination of Isolated Rural Intersections”, illumination is not warranted at the intersection of Site Access & Trestle Ridge Road for the 2045 Total scenarios. For analysis purposes, a rate of at least 1.5 collisions per million entering vehicles per year was still assumed in the illumination warrant, in the absence of collision data. However, lighting is not warranted due to the projected traffic. Appendix F presents the illumination warrant calculations. All other existing study intersections have existing streetlighting.

5.6

Design Vehicle Accommodation

Standard intersection treatment types are recommended and accommodate both WB-21 and WB-23 design vehicles.

5.7

Site Access Review

Site Access Spacing Review The proposed access to the site is proposed on the Township Rd 544A/Trestle Ridge Road, which is of the lower classification between the two roads bordering the site, aligning with the requirement of County’s General Municipal Servicing Standard (GMSS) (2024). Similarly, maintain the requirement of the GMSS, the proposed access is to align with the existing Pinnacle Way south of Trestle Ridge Road. No further accesses are proposed. Table 5-4 shows the distances of the proposed site accesses, from the existing nearest intersection of Starkey Road and Trestle Ridge Road and compares it with the spacing requirements of the following: •

TAC Geometric Design Guide for Canadian Roads (2017) - Corner clearance distance is measured from the near curb of the cross roadway to the near edge of the access throat.

•

Surgeon County General Municipal Servicing Standard (GMSS) (2024) – Distance between an intersection and driveways and/or crossing accesses is measured centerline to centerline.

Table 5-4: Access Spacing Requirement Distance from the intersection at Starkey Road and Trestle Ridge Road

Site Access

~293 m

Spacing Requirements TAC (20 m)

Sturgeon County (55 m)

Yes

Based on the above, the site access meets the TAC’s and County’s access spacing requirements. Considering that this access is for the site’s general-purpose vehicles, and it aligns with the Pinnacle Way (access to the neighbourhood on the south) it is expected that this location would function adequately.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

5.8

Sightlines

In order to address sightlines at Township Rd 544A/Trestle Ridge Road and Starkey Road, the cut corner in the northeast corner of the intersection will conform to Sturgeon County’s General Municipal Servicing Standard Drawing 3.1.1.

5.9

Emergency Access

Access into the community will primarily occur via Township Rd 544A/Trestle Ridge Road. There is no direct access from Starkey Road. The community will also have the southeast and southwest emergency access roads, via the proposed 6m wide asphalt surfaced walkways (as indicated in Figure 5-1), to ensure the community has more than one option for ingress/egress should the road network be compromised. As per the County’s GMSS, this access will be provided with bollards at both access points to the PUL that will not impede emergency vehicle access.

Figure 5-1: Emergency Access

5.10

Active Transportation Review

From the Sturgeon Valley Trails System – The Path Forward (2021) study, a trail and active transportation routes along the Starkey Road / Range Road 251 and East Estates Way / Trestle Ridge Road are proposed as medium and low priority projects, as depicted in Figure 5--1.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Image Source: Sturgeon Valley Trails System – The Path Forward. Retrieved June 21, 2024

Figure 5--1: Prioritized Trails and Active Transportation Network In conformance with the requirements from the Path Forward study, a provision for future active transportation infrastructure should be provided in the immediate vicinity of the proposed site. A shared use path is proposed on the north side of Trestle Ridge Road as part of the proposed development. An east-west pedestrian crossing will be required at the north leg of the intersection at Starkey Road and Trestle Ridge Road to connect the proposed shared use path to the shared use path along the west side of Starkey Road.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Conclusions and Recommendations

The traffic associated with the proposed residential development Pinnacle Village can be accommodated on the surrounding roadway network. Traffic was reviewed for a proposed 144 units at horizon years 2025, 2035, and 2045. Five intersections were reviewed in proximity to the development, including: • • • • •

Starkey Road and East Estate Way / Trestle Ridge Road, Starkey Road and Bellerose Drive / Pinnacle Way, Starkey Road and Sturgeon Road, Pinnacle Way/Entrance Road (Name TBD) and Trestle Ridge Road, and Highway 37 and Starkey Road

Starkey Road and Trestle Ridge Road can accommodate the proposed traffic in their existing configurations through to 2035. Intersection improvements are anticipated to be required by 2045 associated with ongoing development accessing Trestle Ridge Road, rather than the proposed development. One proposed mitigation strategy is transforming the existing intersection configuration into a roundabout; however, the county can review potential mitigation strategies in the future. For Pinnacle Way/Entrance Road (Name TBD) and Trestle Ridge Road, it is recommended that the intersection be improved to a Type IIIc intersection configuration to accommodate projected traffic volumes and that the speed be reduced to 50km/h or 60 km/h adjacent to the proposed development. The improvement is recommended to be completed with the first phase of development. The Starkey Road and Bellerose Drive / Pinnacle Way intersection can accommodate the proposed development traffic in its current configuration in 2025. The intersection will require upgrades to a roundabout by 2035 to accommodate background traffic. The Starkey Road and Bellerose Drive / Pinnacle Way roundabout will accommodate the proposed development traffic as a single-lane roundabout through to 2045. The Highway 37 and Starkey Road intersection can accommodate traffic in 2025. By 2035 and 2045 intersection improvements are anticipated from growth and development in the area, rather than the proposed development. The Starkey Road and Sturgeon Road roundabout will accommodate the proposed development traffic as a single-lane roundabout through to 2045. The site access meets the TAC’s and County’s access spacing requirements. No additional illumination is required to meet operational standards.

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix A Traffic Counts

Turning Movement Summary Diagram Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000691 Intersection of: STARKEY RD & BELLEROSE DR / PINNACLE WAY

2022 AADT / ASDT ESTIMATES

7:00 am - 7:00 pm

2390

A 2317 3 B 6 C 62 D 2 E

2280

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

4970 AADT

720

A B C D E

701 0 2 NR 17 0

150

A B C D E

148 0 0 ET 2 0

BelleroseD Vol

4497 0 10 51 2

98.6 0.0 0.2 1.1 0.0

% 96.9 0.1 0.3 2.6 0.1

2390

Remarks: Based on a 12 hour count period from:

Vehicle Type

Vol 4634 3 13 123 7 4780

5210 AADT

ASDT

West On

Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

1410

4560 2280

TURNING MOVEMENT ABBREVIATIONS

720

1640

708 0 0 12 0

A 1582 0 B 7 C 46 D 5 E

A B C D E

NR NT NL

A 1397 0 B 5 SL C 7 D 1 E A 2251 WL 0 B 3 WT C 25 D 1 WR E

ER: Traffic From East Turning Right EL: Traffic From East Turning Left ET: Traffic From East Proceeding Through WR: Traffic From West Turning Right WL: Traffic From West Turning Left WT: Traffic From West Proceeding Through

WR A 1394 0 B 3 C 12 D 1 E

NT A 1591 3 B 4 C 40 D 2 E

1410

1640

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehicles per day fo period of May 1 to September 30 (153 days)

EL 255 0 0 5 0

SL ST SR A 3216 2 B 20 C 65 D 7 E

260

3310

3310 South On

TURNING MOVEMENT ABBREVIATIONS AADT: Annual Average Daily Traffic Average daily traffic expressed as vehicles per day fo period of January 1 to December 31 (365 days)

A B C D E

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

7210 AADT

Starkey Rd Vol

6456 5 27 122 10

97.5 0.1 0.4 1.8 0.2

6620

27 0 0 3 0

A B C D E ER

ER A B ET C D EL E

430 0 0 10 0

A B NL C D E

25 0 0 5 0

A B WT C D E

149 0 0 1 0

150

A B SR C D E

237 2 8 12 1

260

440 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT 440

960 AADT

PinnacleWy Vol

841 2 8 28 1

95.6 0.2 0.9 3.2 0.1

880

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

492 3 3 14 0

96.1 0.6 0.6 2.7 0.0

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000691 Intersection of: STARKEY RD & BELLEROSE DR / PINNACLE WAY

512

Total

2022 a.m. 100th Highest Hour ESTIMATES

286

226 61

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

A B C D E

193 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

A B C D E

70 0 1 NR 0 0

A B C D E

17 0 0 ET 0 0

BelleroseD Vol

417 0 3 2 0

98.8 0.0 0.7 0.5 0.0

105

422 229

TURNING MOVEMENT ABBREVIATIONS

A B C D E

102 0 2 SL 1 0

A B C D E

228 WL 0 0 WT 1 0 WR

272 3 3 8 0

61 0 0 0 0

A B C D E

NR NT NL

161 A B C D E

155 0 0 6 0 ST

A B C D E

WR 147 0 0 1 0 148

A B C D E

NT 202 3 2 8 0 215

EL A B C D E

39 0 0 0 0

SL ST SR A 277 0 B 3 C 8 D 0 E

402

288 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Starkey Rd Vol

665 3 5 17 0

96.4 0.4 0.7 2.5 0.0

690

4 0 0 0 0

A B C D E ER

ER A B ET C D EL E

60 0 0 0 0

A B NL C D E

0 0 0 0 0

A B WT C D E

20 0 0 0 0

A B SR C D E

20 0 1 1 0

60 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 42

PinnacleWy Vol

100 0 1 1 0

98.0 0.0 1.0 1.0 0.0

102

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

468 0 2 11 3

96.7 0.0 0.4 2.3 0.6

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000691 Intersection of: STARKEY RD & BELLEROSE DR / PINNACLE WAY

484

Total

2022 p.m. 100th Highest Hour ESTIMATES

226

258 72

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

A B C D E

296 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

A B C D E

74 0 0 NR 2 0

A B C D E

19 0 0 ET 1 0

BelleroseD Vol

484 0 3 6 0

98.2 0.0 0.6 1.2 0.0

200

493 197

TURNING MOVEMENT ABBREVIATIONS

A B C D E

197 0 3 SL 0 0

A B C D E

194 WL 0 0 WT 3 0 WR

218 0 0 6 2

71 0 0 1 0

A B C D E

NR NT NL

181 A B C D E

175 0 2 3 1 ST

A B C D E

WR 112 0 0 2 0 114

A B C D E

NT 143 0 0 4 2 149

EL A B C D E

22 0 0 1 0

SL ST SR A 394 0 B 6 C 5 D 2 E

286

407 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Starkey Rd Vol

671 0 6 12 4

96.8 0.0 0.9 1.7 0.6

693

4 0 0 1 0

A B C D E ER

ER A B ET C D EL E

45 0 0 3 0

A B NL C D E

1 0 0 0 0

A B WT C D E

11 0 0 0 0

A B SR C D E

22 0 1 2 1

48 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 38

PinnacleWy Vol 79 0 1 5 1 86

% 91.9 0.0 1.2 5.8 1.2

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000692 Intersection of: STARKEY RD & E ESTATES WAY

2022 AADT / ASDT ESTIMATES

1030

1030 60

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

1660 AADT

A B C D E

56 0 1 NR 3 0

A B C D E

38 0 1 ET 1 0

EEstatesWy Vol

1490 1 9 18 2

98.0 0.1 0.6 1.2 0.1

941 0 5 43 41

A B C D E

760 West On

660

1520 760

TURNING MOVEMENT ABBREVIATIONS

% 92.5 0.0 0.4 4.5 2.5

2060

2250 AADT

ASDT

Vol 1906 0 9 93 52

A B C D E

654 0 2 SL 2 2

A B C D E

742 WL 1 5 WT 12 0 WR

57 0 1 2 0

A B C D E

NR NT NL

840 A B C D E

815 0 3 14 8 ST

A B C D E

WR 645 1 4 10 0

A B C D E

NT 793 0 2 15 30

660

840

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehicles per day fo period of May 1 to September 30 (153 days)

EL 731 0 3 25 1

SL ST SR A 2181 0 B 8 C 58 D 13 E

760

2260

2260 South On

TURNING MOVEMENT ABBREVIATIONS AADT: Annual Average Daily Traffic Average daily traffic expressed as vehicles per day fo period of January 1 to December 31 (365 days)

A B C D E

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

4930 AADT

Starkey Rd Vol

4350 1 17 108 44

96.2 0.0 0.4 2.4 1.0

4520

93 0 0 34 3

A B C D E ER

130

ER A B ET C D EL E

862 0 4 60 4

A B NL C D E

92 0 2 25 11

130

A B WT C D E

40 0 0 0 0

A B SR C D E

712 0 3 42 3

760

930 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT 930

2030 AADT

TwpRd 544A Vol

1706 0 9 127 18

91.7 0.0 0.5 6.8 1.0

1860

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

222 0 5 1 3

96.1 0.0 2.2 0.4 1.3

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000692 Intersection of: STARKEY RD & E ESTATES WAY

231

Total

2022 a.m. 100th Highest Hour ESTIMATES

104

127 8

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

13 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

A B C D E

2 0 0 NR 0 0

A B C D E

2 0 0 ET 0 0

EEstatesWy Vol

135 0 1 1 1

97.8 0.0 0.7 0.7 0.7

99 0 3 1 1

A B C D E

138 125

TURNING MOVEMENT ABBREVIATIONS

A B C D E

7 0 1 SL 0 1

A B C D E

124 WL 0 0 WT 1 0 WR

8 0 0 0 0

A B C D E

NR NT NL

113 A B C D E

109 0 2 0 2 ST

A B C D E

WR 115 0 0 1 0 116

NT A B C D E

92 0 2 1 1 96

A B C D E

EL 112 0 0 1 0

SL ST SR A 140 0 B 3 C 0 D 3 E

113

325

146 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Starkey Rd Vol

459 0 5 3 4

97.5 0.0 1.1 0.6 0.8

471

6 0 0 0 0

A B C D E ER

ER A B ET C D EL E

120 0 0 1 0

A B NL C D E

5 0 1 0 0

A B WT C D E

1 0 0 0 0

A B SR C D E

24 0 0 0 0

121 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 31

TwpRd 544A Vol

150 0 1 1 0

98.7 0.0 0.7 0.7 0.0

152

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

214 0 0 5 5

95.5 0.0 0.0 2.2 2.2

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000692 Intersection of: STARKEY RD & E ESTATES WAY

224

Total

2022 p.m. 100th Highest Hour ESTIMATES

108

116 3

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

A B C D E

117 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

A B C D E

9 0 0 NR 1 0

A B C D E

5 0 0 ET 0 0

EEstatesWy Vol

184 0 0 1 0

99.5 0.0 0.0 0.5 0.0

102

185 68

TURNING MOVEMENT ABBREVIATIONS

A B C D E

102 0 0 SL 0 0

A B C D E

68 WL 0 0 WT 0 0 WR

102 0 0 1 5

3 0 0 0 0

A B C D E

NR NT NL

92 92 0 0 0 0

A B C D E

WR 59 0 0 0 0 59

NT A B C D E

EL 86 0 0 0 5

A B C D E

60 0 0 0 0

SL ST SR A 263 0 B 0 C 2 D 0 E

210

265 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Starkey Rd Vol

468 0 0 2 5

98.5 0.0 0.0 0.4 1.1

475

17 0 0 4 0

A B C D E ER

ER A B ET C D EL E

82 0 0 4 0

A B NL C D E

7 0 0 0 0

A B WT C D E

6 0 0 0 0

A B SR C D E

69 0 0 2 0

86 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 84

TwpRd 544A Vol

164 0 0 6 0

96.5 0.0 0.0 3.5 0.0

170

Turning Movement Summary Diagram Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000690 Intersection of: STARKEY RD & STURGEON RD

7280 AADT

ASDT

2022 AADT / ASDT ESTIMATES

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

6450 AADT

1650

A 1577 20 B 2 NR C 49 D 2 E

1310

A 1279 0 B 7 ET C 22 D 2 E

SturgeonRd Vol

5727 20 22 138 13

96.7 0.3 0.4 2.3 0.2

% 96.3 0.4 0.4 2.7 0.2

6680 3340

1650

7:00 am - 7:00 pm

2960

Vol 6432 29 26 180 13

3340

Remarks: Based on a 12 hour count period from:

West On

Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

5920 2960

TURNING MOVEMENT ABBREVIATIONS

A B C D E

A 3199 29 B 6 C 99 D 7 E

A 1593 0 B 8 C 45 D 4 E

NR NT NL

A B C D E

1690

0 0 0 0 0

A 1640 0 B 12 C 36 D 2 E

ER A 2919 0 B 19 ET C 58 D 4 EL E

0 0 0 SL 0 0

A 2871 WL 0 B 13 WT C 67 D 9 WR E

NR: Traffic From North Turning Right NL: Traffic From North Turning Left NT: Traffic From North Proceeding Through SR: Traffic From South Turning Right SL: Traffic From South Turning Left ST: Traffic From South Proceeding Through ER: Traffic From East Turning Right EL: Traffic From East Turning Left ET: Traffic From East Proceeding Through WR: Traffic From West Turning Right WL: Traffic From West Turning Left WT: Traffic From West Proceeding Through

WR A B C D E

NT 0 0 0 0 0

A B C D E

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehicles per day fo period of May 1 to September 30 (153 days)

0 0 0 0 0

A B C D E

SL ST SR 0 A 0 B 0 C 0 D 0 E

0 South On

TURNING MOVEMENT ABBREVIATIONS AADT: Annual Average Daily Traffic Average daily traffic expressed as vehicles per day fo period of January 1 to December 31 (365 days)

EL 0 0 0 0 0

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT

AADT

Vol

% 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0

3000 East On Vehicle Type

A 1622 9 B 4 NL C 50 D 5 E

1690

A 1278 0 B 5 WT C 22 D 5 E

1310

0 0 0 0 0

A B SR C D E

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

ASDT 3000

6540 AADT

SturgeonRd Vol

5819 9 28 130 14

97.0 0.2 0.5 2.2 0.2

6000

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

675 0 4 17 2

96.7 0.0 0.6 2.4 0.3

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000690 Intersection of: STARKEY RD & STURGEON RD

698

Total

2022 a.m. 100th Highest Hour ESTIMATES

517

181 139

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

A B C D E

388 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

223

A B C D E

218 0 1 NR 4 0

165

A B C D E

163 0 1 ET 1 0

SturgeonRd Vol

651 0 5 10 1

97.6 0.0 0.7 1.5 0.1

667 279

TURNING MOVEMENT ABBREVIATIONS

A B C D E

0 0 0 SL 0 0

A B C D E

270 WL 0 3 WT 5 1 WR

501 0 1 14 1

133 0 2 3 1

A B C D E

NR NT NL

0 0 0 0 0 0

A B C D E

WR A B C D E

NT 0 0 0 0 0 0

A B C D E

EL 0 0 0 0 0

0 0 0 0 0

A B C D E

SL ST SR 0 A 0 B 0 C 0 D 0 E

0 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Vol

% 0 0 0 0 0 0

41 0 1 0 0

A B C D E ER

0.0 0.0 0.0 0.0 0.0

ER A B ET C D EL E

204 0 2 1 0

A B NL C D E

283 0 0 10 1

294

A B WT C D E

137 0 1 2 0

140

A B SR C D E

0 0 0 0 0

207 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 434

SturgeonRd Vol

624 0 3 13 1

97.3 0.0 0.5 2.0 0.2

641

Turning Movement Summary Diagram Starkey Rd

North On

D & A Paulichuk Consulting Ltd.

Vehicle Type

Vol

678 2 4 14 0

97.1 0.3 0.6 2.0 0.0

A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Reference No.: 1000690 Intersection of: STARKEY RD & STURGEON RD

698

Total

2022 p.m. 100th Highest Hour ESTIMATES

270

428 259

Remarks: Based on a 12 hour count period from: 7:00 am - 7:00 pm

A B C D E

184 West On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

A B C D E

92 0 0 NR 1 0

A B C D E

91 0 0 ET 0 0

SturgeonRd Vol

581 0 2 9 0

98.1 0.0 0.3 1.5 0.0

592 408

TURNING MOVEMENT ABBREVIATIONS

A B C D E

0 0 0 SL 0 0

A B C D E

398 WL 0 2 WT 8 0 WR

260 2 2 6 0

250 0 1 8 0

A B C D E

NR NT NL

0 0 0 0 0 0

A B C D E

WR A B C D E

NT 0 0 0 0 0 0

A B C D E

EL 0 0 0 0 0

0 0 0 0 0

A B C D E

SL ST SR 0 A 0 B 0 C 0 D 0 E

0 South On

Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total

Vol

% 0 0 0 0 0 0

A B C D E

168 0 1 0 0 ER

169

0.0 0.0 0.0 0.0 0.0

ER A B ET C D EL E

259 0 1 0 0

A B NL C D E

168 2 2 5 0

177

A B WT C D E

148 0 1 0 0

149

A B SR C D E

0 0 0 0 0

260 East On Vehicle Type A: Passenger Vehicle B: Recreational Vehicle C: Bus D: Single Unit Truck E: Tractor Trailer Unit

Total 326

SturgeonRd Vol

575 2 4 5 0

98.1 0.3 0.7 0.9 0.0

586

DIRECTIONAL TRAFFIC COUNT SUMMARY HIGHWAY: Starkey Road

Starkey Road & E Estates Way-Treste Ridge Rd.

INTERSECTION OF:

REFERENCE NO.:

Sturgeon County

LEGAL DESCRIPTION:

DAY & DATE OF COUNT: Oct. 5, 2022

12 Hours

COUNT DURATION: APPROACHING INTERSECTION

FROM THE EAST ON INTERVAL VEH CLASS 7:00 - 7:30

LEFT B C D

THROUGH B C D

FROM THE WEST ON

Twp. Rd. 544A

RIGHT B C D

LEFT B C D

THROUGH B C D

E Estates Way

RIGHT B C D

TOTALS

7:30 - 8:00 8:00 - 8:30

149 126

8:30 - 9:00 9:00 - 9:30 9:30 -10:00 10:00-10:30 10:30 -11:00 11:00 - 11:30 pm 11:30 - 12:00 12:00 - 12:30 12:30 - 1:00 1:00 - 1:30 1:30 - 2:00

2:00 - 2:30 2:30 - 3:00 3:00 - 3:30 3:30 - 4:00 4:00 - 4:30 4:30 - 5:00 5:00 - 5:30 5:30 - 6:00 6:00 - 6:30 6:30 - 7:00 VEH CLASS TOTALS

668

596

78 71 62 50 36 48 72 54 53 40 36 58 39 53 80 51 78 92 62 39 34 1544

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N):

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

WEATHER CONDITIONS: RECORDER(S):

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

COMMENTS:

APPROACHING INTERSECTION

FROM THE NORTH ON INTERVAL VEH CLASS 7:00 - 7:30 7:30 - 8:00 8:00 - 8:30 8:30 -9:00 9:00 - 9:30 9:30 -10:00 10:00-10:30 10:30 -11:00 11:00 - 11:30 pm 11:30 - 12:00 pm 12:00 - 12:30 12:30 - 1:00 1:00 - 1:30 1:30 - 2:00 2:00 - 2:30 2:30 - 3:00 3:00 - 3:30 3:30 - 4:00 4:00 - 4:30 4:30 - 5:00 5:00 - 5:30 5:30 - 6:00 6:00 - 6:30 6:30 - 7:00 VEH CLASS TOTALS

LEFT B C D

THROUGH B C D

FROM THE SOUTH ON

Starkey Road A

RIGHT B C D

THROUGH B C D

Starkey Road

GRAND

RIGHT B C D

TOTALS

74 164 128 133 57 60 81 76 80 98 78 65 115 83 93 109 101 124 148 213 213 160 119 80

157 313 254 211 128 122 131 112 128 170 132 118 155 119 151 148 154 204 199 291 305 222 158 114

E 2

2652

4196

LEFT B C D

A 55

B 0

C D 1 15 NL

E 6

A 729

B 0

C 2 NT

D 14

E 28

A 39

B 0

C 1 NR

D 2

E 0

A 490

B 0

C 2 SL

D 2

E 2

A 711

B 0

C 3 ST

D 12

E 7

A 498

B 0

C D 2 29 SR

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N): WEATHER CONDITIONS: RECORDER(S):

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

COMMENTS: Page 1 of 3

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

Turning Movement Summary Diagram Oct. 5, 2022

Intersection of: Location:

Starkey Road & E Estates Way-Trestle Ridge Rd. Sturgeon County, Alberta

NORTH LEG ON

Starkey Road

Vehicle Type

Vol.

A - Passenger Vehicle

1675

92.90

B - Recreational Vehicle

0 8 76 44

C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

Starkey Road

12 Hour Count: Reference No.:

0.00 0.44 4.22 2.44 1803

1803

Original 12 HOUR COUNT

E Estates Way 892

c d e

567 WEST LEG ON

E Estates Way

Vehicle Type

Vol.

A - Passenger Vehicle B - Recreational Vehicle C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

1240 97.792 1 0.08 9 0.71 16 1.26 2 0.16 1268

823 0 4 31 34

733

711 0 3 12 7

a b c d e

119 a b c d e

85 0 0 31 3

39 0 1 2 0

a b c d e

27 0 1 1 0

a b c d e

496

490 0 2 2 2

a b c d

55 0 1 15 6

a b c d e

32 0 0 0 0

a b c d e

498 0 2 29 2

531

a b c d e

780 0 4 55 4

843 EAST LEG ON Vehicle Type

1268

A - Passenger Vehicle B - Recreational Vehicle

1483

C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

701

684 1 5 11 0

a b c d e

TURNING MOVEMENT ABBREVIATIONS NR: Traffic from North Turning Right NL: Traffic from North Turning Left NT: Traffic from North Proceeding Through SR: SL: ST:

Traffic from South Turning Right Traffic from South Turning Left Traffic from South Proceeding Through

ER: EL: ET:

Traffic from East Turning Right Traffic from East Turning Left Traffic from East Proceeding Through

WR: WL: WT:

Taffic from West Turning Right Traffic from West Turning Left Traffic from West Proceeding Through

TURNING MOVEMENT ABBREVIATIONS AADT: Average Annual Daily Traffic Average daily traffic expressed as vehicles per day for period of January 1 to December 31 (365 days)

a b c d e

596 1 4 9 0 610

a b c d e

729 0 2 14 28

a 668 b 0 c 3 d 23 e 1

773

695

Twp. Rd. 544A Vol.

1365 0 7 99 12

92.04 0.00 0.47 6.68 0.81 1483

640

a 1699 b 0 c 7 d 43

2078

1760

3838

SOUTH LEG ON Vehicle Type A - Passenger Vehicle B - Recreational Vehicle C - Bus

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehilces per day for period of May 1 to September 30 (153 days)

Trestle Ridge Rd.

S 56 0 1 2 0

a b c d e

Starkey Road

a b

911

D - Single Unit Truck E - Tractor Trailer Unit Total

Starkey Road Vol.

3692 96.20 1 0.03 16 0.42 89 2.32 40 1.04 3838

AADT Conversion Factor

Starkey Rd. & E Estates Way-Trestle Ridge Rd._Oct. 5, 2022

Hourly Traffic Fluctuations - 12 Hour Count Total Vehicles 350 313

305 291

VEHICLES PER 30 Minutes

300 254

250 222 211

204

199

200 170 157

150

155 128

131

128

122 112

151

148

154

158

132 118

100

COUNT PERIOD

119

114

DIRECTIONAL TRAFFIC COUNT SUMMARY HIGHWAY: Starkey Road

Starkey Road & Belroase Drive-Pinnacle Way

INTERSECTION OF:

REFERENCE NO.:

Sturgeon County

LEGAL DESCRIPTION:

DAY & DATE OF COUNT: Oct. 4, 2022

12 Hours

COUNT DURATION: APPROACHING INTERSECTION

FROM THE EAST ON INTERVAL VEH CLASS 7:00 - 7:30

LEFT B C D

THROUGH B C D

FROM THE WEST ON

Pinnacle Way

RIGHT B C D

LEFT B C D

THROUGH B C D

Belrose Drive

RIGHT B C D

TOTALS

132

7:30 - 8:00 8:00 - 8:30

133 176

8:30 -9:00 9:00 - 9:30 9:30 -10:00 10:00-10:30 10:30 -11:00 11:00 - 11:30 pm 11:30 - 12:00 12:00 - 12:30 12:30 - 1:00 1:00 - 1:30 1:30 - 2:00

0 0

2:00 - 2:30 2:30 - 3:00 3:00 - 3:30 3:30 - 4:00 4:00 - 4:30 4:30 - 5:00 5:00 - 5:30 5:30 - 6:00 6:00 - 6:30 6:30 - 7:00 VEH CLASS TOTALS

228

112

647

138

1186

82 65 76 77 51 66 84 74 74 71 77 82 103 113 141 118 143 128 140 84 78 2368

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N):

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

WEATHER CONDITIONS: RECORDER(S):

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

COMMENTS:

APPROACHING INTERSECTION

LEFT B C D

THROUGH B C D

100

109

100

FROM THE SOUTH ON

Starkey Road A

RIGHT B C D

LEFT B C D

THROUGH B C D

A 16

B 0

C 0 NL

D 4

E 0

RECORDER(S):

GRAND

RIGHT B C D

105

100

A 1446

B 3

C 4 NT

D 36

E 2

A 598

B 0

C D 2 15 NR

E 0

A B 1267 0

C 5 SL

D 6

E 1

A 1442

B 0

C 6 ST

D 42

E 5

A 180

B 2

C 6 SR

D 9

TOTALS

232 264 303 209 138 131 144 135 133 149 152 153 140 155 149 193 236 300 331 344 322 290 275 220

364 397 479 291 203 207 221 186 199 233 226 227 211 232 231 296 349 441 449 487 450 430 359 298

E 1

5098

7466

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N): WEATHER CONDITIONS:

Starkey Road

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

COMMENTS: Page 1 of 3

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

Turning Movement Summary Diagram Oct. 4, 2022

Intersection of: Location:

Starkey Road & Belrose Drive-Pinnacle Way Sturgeon County, Alberta

NORTH LEG ON

Starkey Road

Vehicle Type

Vol.

A - Passenger Vehicle

4170

96.91

B - Recreational Vehicle

3 12 111 7

C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

Starkey Road

12 Hour Count: Reference No.:

0.07 0.28 2.58 0.16 4303

4303

Original 12 HOUR COUNT

Belrose Drive 2126 a 2060

2008 WEST LEG ON

Belrose Drive

Vehicle Type

Vol.

A - Passenger Vehicle B - Recreational Vehicle C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

598 0 2 15 0

a b c d e

114

112 0 0 2 0

a b c d e

3948 98.577 0 0.00 10 0.25 45 1.12 2 0.05 4005

4005

1495

S 647 0 0 11 0

a b c d e

1442 0 6 42 5

a b c d e

21 0 0 3 0

a b c d e

361 0 0 10 0

1267 a 0 b 1279 5 c 6 d 1 e

a b c d e

16 0 0 4 0

1971 0 3 22 1

a b c d e

138 0 0 1 0

139

a b c d e

180 2 6 9 1

198

371 EAST LEG ON

Vol.

695 2 6 24 1

95.47 0.27 0.82 3.30 0.14

B - Recreational Vehicle

728

a b c d e

TURNING MOVEMENT ABBREVIATIONS NR: Traffic from North Turning Right NL: Traffic from North Turning Left NT: Traffic from North Proceeding Through SR: SL: ST:

Traffic from South Turning Right Traffic from South Turning Left Traffic from South Proceeding Through

ER: EL: ET:

Traffic from East Turning Right Traffic from East Turning Left Traffic from East Proceeding Through

WR: WL: WT:

Taffic from West Turning Right Traffic from West Turning Left Traffic from West Proceeding Through

TURNING MOVEMENT ABBREVIATIONS AADT: Average Annual Daily Traffic Average daily traffic expressed as vehicles per day for period of January 1 to December 31 (365 days)

a 1186 0 b c 3 10 d e 1

a 1446 3 b c 4 36 d e 2

a 228 b 0 c 0 d 5 e 0

1200

1491

233

C - Bus D - Single Unit Truck E - Tractor Trailer Unit

728

357

a 2889 b 2 c 17 d 57

2924

2972

5896

SOUTH LEG ON Vehicle Type A - Passenger Vehicle B - Recreational Vehicle C - Bus

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehilces per day for period of May 1 to September 30 (153 days)

Pinnacle Way

Vehicle Type A - Passenger Vehicle

Total

1997

Pinnacle Way

Starkey Road

c d e

615

658

3 6 55 2

2177

D - Single Unit Truck E - Tractor Trailer Unit Total

Starkey Road Vol.

5749 97.51 5 0.08 24 0.41 108 1.83 10 0.17 5896

AADT Conversion Factor

Starkey Rd. & Belrose Dr.-Pinnacle Way_Oct. 4, 2022

Hourly Traffic Fluctuations - 12 Hour Count Total Vehicles 600

VEHICLES PER 30 Minutes

487

479

500

441

449

450 430

397

400

364

349 296

291

300 203

207

233

221 186

199

226

232

227 211

200

100

COUNT PERIOD

231

359 298

DIRECTIONAL TRAFFIC COUNT SUMMARY HIGHWAY: Starkey Road

Starkey Road & Sturgeon Road

INTERSECTION OF:

REFERENCE NO.:

Sturgeon County

LEGAL DESCRIPTION:

DAY & DATE OF COUNT: Sept. 29, 2022

12 Hours

COUNT DURATION: APPROACHING INTERSECTION

FROM THE EAST ON INTERVAL VEH CLASS 7:00 - 7:30

LEFT B C D

THROUGH B C D

FROM THE WEST ON

Sturgeon Road A

RIGHT B C D

LEFT B C D

THROUGH B C D

Sturgeon Road

RIGHT B C D

TOTALS

165

7:30 - 8:00 8:00 - 8:30

241 245

8:30 -9:00 9:00 - 9:30 9:30 -10:00 10:00-10:30 10:30 -11:00 11:00 - 11:30 pm 11:30 - 12:00 12:00 - 12:30 12:30 - 1:00 1:00 - 1:30 1:30 - 2:00

2:00 - 2:30 2:30 - 3:00 3:00 - 3:30 3:30 - 4:00 4:00 - 4:30 4:30 - 5:00 5:00 - 5:30 5:30 - 6:00 6:00 - 6:30 6:30 - 7:00 VEH CLASS TOTALS

119

100

135

100

137

138

122

103

1058

1061

1818

1242

198 147 104 133 151 151 187 200 222 195 198 170 204 305 369 368 367 372 248 214 180 5334

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N):

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

WEATHER CONDITIONS: RECORDER(S):

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

COMMENTS:

APPROACHING INTERSECTION

FROM THE SOUTH ON

Starkey Road

A 0

B 0

C 0 NT

D 0

E 0

A B C D 1257 16 2 39 NR

E 2

A 0

B 0

C 0 SL

D 0

E 0

A 0

B 0

C 0 ST

D 0

E 0

A 0

B 0

C 0 SR

D 0

THROUGH B C D

RIGHT B C D

140

170

135

123

106

THROUGH B C D

LEFT B C D

111

A B C D 2101 12 5 64 NL

E 7

RECORDER(S):

TOTALS

198 270 249 222 117 88 110 107 109 140 119 132 155 137 121 128 138 159 149 148 179 122 97 111

363 511 494 420 264 192 243 258 260 327 319 354 350 335 291 332 443 528 517 515 551 370 311 291

E 0

3505

8839

VEHICLE CLASSES

LOCATION DIAGRAM ENCLOSED (Y/N): WEATHER CONDITIONS:

GRAND RIGHT B C D

LEFT B C D

A: PASSENGER VEHICLES D: SINGLE UNIT TRUCKS

COMMENTS: Page 1 of 3

B: RECREATION VEHICLES C: BUSES E: TRACTOR TRAILER COMBINATIONS

Turning Movement Summary Diagram Sept. 29, 2022

Intersection of: Location:

Starkey Road & Sturgeon Rd. Sturgeon County, Alberta

NORTH LEG ON

Starkey Road

Vehicle Type

Vol.

A - Passenger Vehicle

6237

96.22

B - Recreational Vehicle

28 24 178 15

C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

Starkey Road

12 Hour Count: Reference No.:

0.43 0.37 2.75 0.23 6482

6482

Original 12 HOUR COUNT

Sturgeon Road 3505 a 3358

c d e

1316

2400 WEST LEG ON

Sturgeon Road

Vehicle Type

Vol.

A - Passenger Vehicle B - Recreational Vehicle C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

5375 96.725 16 0.29 22 0.40 130 2.34 14 0.25 5557

1884

28 7 103 9

1093

0 0 0 0 0

a 1061 b 0 c 8 d 23 1 e

1818 0 9 52 5

a b c d e

1257 a 16 b 2 c 39 d 2 e

1058 a 0 b 1084 6 c 18 d 2 e

a 2119 b 0 c 14 d 41 e 3

2177 EAST LEG ON Vehicle Type

5557

0 0 0 0 0

2101 12 5 64 7 e

a b c d

A - Passenger Vehicle B - Recreational Vehicle

5639

2189

C - Bus D - Single Unit Truck E - Tractor Trailer Unit Total

3157

3060 0 14 73 10

a b c d e

TURNING MOVEMENT ABBREVIATIONS NR: Traffic from North Turning Right NL: Traffic from North Turning Left NT: Traffic from North Proceeding Through SR: SL: ST:

Traffic from South Turning Right Traffic from South Turning Left Traffic from South Proceeding Through

ER: EL: ET:

Traffic from East Turning Right Traffic from East Turning Left Traffic from East Proceeding Through

WR: WL: WT:

Taffic from West Turning Right Traffic from West Turning Left Traffic from West Proceeding Through

Sturgeon Road

2977

TURNING MOVEMENT ABBREVIATIONS AADT: Average Annual Daily Traffic Average daily traffic expressed as vehicles per day for period of January 1 to December 31 (365 days)

a b c d e

0 0 0 0 0 0

a b c d e

0 0 0 0 0 0

1242 0 5 21 5

1273

a b c d e

0 0 0 0 0

96.86 0.21 0.43 2.23 0.27 5639

3462

0 0 0 0 0

a b c d

SOUTH LEG ON Vehicle Type

Vol.

A - Passenger Vehicle

0 0 0 0 0

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0

B - Recreational Vehicle C - Bus

ASDT: Average Summer Daily Traffic Average daily traffic expressed as vehilces per day for period of May 1 to September 30 (153 days)

0 0 0 0 0

a b c d e

Sturgeon Road Vol.

5462 12 24 126 15

D - Single Unit Truck E - Tractor Trailer Unit Total

AADT Conversion Factor

Starkey Rd. & Sturgeon Rd. Sept. 29, 2022

Hourly Traffic Fluctuations - 12 Hour Count Total Vehicles 600 551 528 511

517

515

494

VEHICLES PER 30 Minutes

500 443 420

400

370

363

354 327

350

335

332

319

311 291

300

264 243

258

260

192

200

100

COUNT PERIOD

291

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix B Intersection Analysis - Synchro

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (m) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

1 1 1900 3.7

119 119 1900 0.3 0.0 0

2 2 1900 3.7

6 6 1900 0.3 0.0 0

37 37 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.887

1.00

1.00 0.974

1.00

7 7 1900 3.7 0.0 0 0.0 0.95

122 122 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

175 175 1900 3.7

1.00 0.874 0.997 1641 0.997 1641 40 160.1 14.4 1.00 1

113 113 1900 3.7 15.0 1 0.0 1.00

0.95

1671

1834

1671 60 308.8 18.5 1.00 2

0.950 1789 0.950 1789

1.00 6

1.00 14

1834 70 536.6 27.6 1.00 175

1.00 37

1.00 7

0.95 0.997 0.997 3557 0.997 3557 70 477.5 24.6 1.00 122

0 No Left

1.75 26

0 0

1.00 8

0.950 1789 0.950 1789

1.00 119

1.00 113

128 No Left 3.7 0.0 2.4

0 No Right

113 No Left

8 No Left 3.7 0.0 2.4

0 No Right

14 No Left

212 No Left 3.7 0.0 2.4

0 No Right

0 No Left

132 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.8% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

Movement Lane Configurations Traffic Volume (veh/h) Future Volume (Veh/h) Sign Control Grade Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (m) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/h) Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

1 1 Stop 0% 1.00 1

119 119

113 113

6 6

14 14

7 7

1.00 6

1.00 14

1.00 37

1.00 7

122 122 Free 0% 1.00 122

3 3

1.00 113

175 175 Free 0% 1.00 175

37 37

1.00 119

2 2 Stop 0% 1.00 2

1.00 8

None

348

378

416

360

194

125

212

348 7.5

378 6.5

62 6.9

416 7.5

360 6.5

194 6.9

125 4.1

212 4.1

3.5 99 570

4.0 100 545

3.3 88 989

3.5 75 452

4.0 100 557

3.3 99 815

2.2 99 1459

2.2 99 1356

EB 1 128 8 119 940 0.14 3.6 9.4 A 9.4 A

WB 1 113 113 0 452 0.25 7.4 15.6 C 15.2 C

WB 2 8 0 6 731 0.01 0.3 10.0 A

NB 1 14 14 0 1459 0.01 0.2 7.5 A 0.5

NB 2 212 0 37 1700 0.12 0.0 0.0

SB 1 68 7 0 1356 0.01 0.1 0.8 A 0.4

SB 2 64 0 3 1700 0.04 0.0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

5.3 32.8% 15

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

34 34 1900 3.7 1.00 0.965

11 11 1900 3.7 1.00

7 7 1900 3.7 1.00

89 89 1900 3.7 1.00

0 0 1900 0.3 1.00

32 32 1900 3.7 1.00

5 5 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1818

1883

1818 60 308.8 18.5 1.00 2% 34

0.90 2% 8

1.00 0% 0

0.90 2% 36

0.90 2% 6

1.00 0% 0

1883 40 69.7 6.3 0.90 2% 0

0.90 2% 12

0 0 1900 3.7 1.00 0.981 0.959 1772 0.959 1772 40 78.4 7.1 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 89

1.00 0% 0

0 No Left

46 No Left 3.7 0.0 2.4

0 No Right

0 No Left

97 No Left 3.7 0.0 2.4

0 No Right

0 No Left

42 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.5% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

34 34 Free 0% 1.00 34

11 11

7 7

0 0

32 32

0 0

1.00 0

0.90 36

0.90 6

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 8

0 0 Stop 0% 0.90 0

5 5

0.90 12

89 89 Free 0% 1.00 89

1.00 0

None

145

151

89 4.1

46 4.1

145 7.1

145 6.5

40 6.2

151 7.1

151 6.5

89 6.2

2.2 100 1519

2.2 99 1562

3.5 96 821

4.0 100 742

3.3 99 1031

3.5 100 813

4.0 100 737

3.3 100 975

EB 1 46 0 12 1519 0.00 0.0 0.0 0.0

WB 1 97 8 0 1562 0.01 0.1 0.6 A 0.6

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

NB 1 42 36 6 845 0.05 1.2 9.5 A 9.5 A 2.5 20.5% 15

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

365 365 1900 3.7

96 96 1900 3.7 130.0 1

251 251 1900 3.7

2 2 1900 0.3 0.0 0

52 52 1900 3.7 10.0 1

16 16 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

5 5 1900 0.3 0.0 0 0.0 1.00

22 22 1900 3.7

1.00 0.850

129 129 1900 0.3 0.0 0 0.0 1.00

8 8 1900 3.7

1.00

14 14 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 365

1601

0.950 1789 0.950 1789

1.00 96

1.00 14

1882 70 245.1 12.6 1.00 251

0 No Left

368 No Left 3.7 0.0 2.4

96 No Right

14 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 3

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.5% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

1.00 2

0.955 1799 0.955 0 1799 70 1595.3 82.0 1.00 1.00 129 8

253 No Left 3.7 0.0 2.4

0 No Right

0 No Left

137 No Left 0.0 0.0 2.4

52 No Right

0 No Left

27 No Left 0.0 0.0 2.4

16 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 52

1.00 5

0.991 1866 0.991 1866 70 138.7 7.1 1.00 22

1601 1601

1.00 16

Stop

ICU Level of Service A

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

365 365 Free 0% 1.00 365

96 96

14 14

2 2

129 129

5 5

1.00 2

1.00 129

1.00 52

1.00 5

22 22 Stop 0% 1.00 22

16 16

1.00 14

8 8 Stop 0% 1.00 8

52 52

1.00 96

251 251 Free 0% 1.00 251

1.00 3

1 None

1.00 16

None

253

461

669

652

365

681

747

252

253 4.1

461 4.1

669 7.1

652 6.5

365 6.2

681 7.1

747 6.5

252 6.2

2.2 100 1312

2.2 99 1100

3.5 62 342

4.0 98 381

3.3 92 680

3.5 98 327

4.0 93 336

3.3 98 787

EB 1 368 3 0 1312 0.00 0.1 0.1 A 0.1

EB 2 96 0 96 1700 0.06 0.0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

WB 1 14 14 0 1100 0.01 0.3 8.3 A 0.4

4.6 42.5% 15

WB 2 253 0 2 1700 0.15 0.0 0.0

NB 1 189 129 52 436 0.43 16.3 19.4 C 19.4 C

SB 1 43 5 16 533 0.08 2.0 14.1 B 14.1 B

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

61 61 1900 0.3

20 20 1900 3.7 0.0 1 0.0 1.00

152 152 1900 3.7 50.0 1

105 105 1900 3.7 105.0 1 0.0 1.00

161 161 1900 3.7

22 22 1900 0.3 0.0 0

267 267 1900 3.7

86 86 1900 3.7 35.0 1

4 4 1900 0.3

1.00

1.00 0.850

39 39 1900 3.7 30.0 1 0.0 1.00

17 17 1900 3.7 0.0 1

1.00 0.982

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1850

1883

1601

1850 70 675.7 34.8 1.00 161

1601

1.00 22

1.00 1

1883 70 171.1 8.8 1.00 267

1.00 17

1.00 4

1.00

0 0

1.00 61

0.950 1789 0.950 1789 70 288.3 14.8 1.00 20

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 152

1.00 105

1601

1.00 86

0.950 1789 0.950 1789 40 207.9 18.7 1.00 39

0 No Left

81 No Left 3.7 0.0 2.4

152 No Right

105 No Left

183 No Left 3.7 0.0 2.4

0 No Right

0 No Left

268 No Left 3.7 0.0 2.4

86 No Right

39 No Left 3.7 0.0 2.4

21 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 45.1% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

61 61

20 20 Stop 0% 1.00 20

152 152

105 105

22 22

1 1

4 4

1.00 22

1.00 1

39 39 Stop 0% 1.00 39

17 17

1.00 105

267 267 Free 0% 1.00 267

86 86

1.00 152

161 161 Free 0% 1.00 161

1.00 17

1.00 4

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

1.00 61

1.00 86

7 None

None

652

662

267

353

183

737

172

652 7.1

662 6.5

267 6.2

353 4.1

183 4.1

737 7.1

737 6.5

172 6.2

3.5 82 339

4.0 94 349

3.3 80 772

2.2 91 1206

2.2 100 1392

3.5 84 240

4.0 95 316

3.3 100 872

EB 1 233 61 152 983 0.24 7.0 13.6 B 13.6 B

NB 1 105 105 0 1206 0.09 2.2 8.3 A 3.0

NB 2 183 0 22 1700 0.11 0.0 0.0

SB 1 268 1 0 1392 0.00 0.0 0.0 A 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

5.6 45.1% 15

SB 2 86 0 86 1700 0.05 0.0 0.0

SW 1 39 39 0 240 0.16 4.3 22.9 C 20.4 C

ICU Level of Service

SW 2 21 0 4 359 0.06 1.4 15.6 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

223 223 1900 1.00

0 0 1900 1.00

354 354 1900 1.00

0 0 1900 1.00

1883

0 50 17.9 1.3

0 50 34.9 2.5

1883 70 171.1 8.8

1883 70 536.6 27.6

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

248 No Left 3.7 0.0 4.8

0 No Right

0 No Left

393 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.0% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

Free

0.90 248

Free

0.90 393

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2022 Existing.syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

1 1 1900 3.7

126 126 1900 0.3 0.0 0

2 2 1900 3.7

6 6 1900 0.3 0.0 0

37 37 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.887

1.00

1.00 0.977

1.00

7 7 1900 3.7 0.0 0 0.0 0.95

165 165 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

201 201 1900 3.7

1.00 0.874 0.997 1641 0.997 1641 40 160.1 14.4 1.00 1

120 120 1900 3.7 15.0 1 0.0 1.00

0.95

1671

1840

1671 60 308.8 18.5 1.00 2

0.950 1789 0.950 1789

1.00 6

1.00 14

1840 70 537.9 27.7 1.00 201

1.00 37

1.00 7

0.95 0.997 0.998 3561 0.998 3561 70 477.5 24.6 1.00 165

0 No Left

1.75 26

0 0

1.00 8

0.950 1789 0.950 1789

1.00 126

1.00 120

135 No Left 3.7 0.0 2.4

0 No Right

120 No Left

8 No Left 3.7 0.0 2.4

0 No Right

14 No Left

238 No Left 3.7 0.0 2.4

0 No Right

0 No Left

175 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.8% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

1 1 Stop 0% 1.00 1

126 126

120 120

6 6

14 14

7 7

1.00 6

1.00 14

1.00 37

1.00 7

165 165 Free 0% 1.00 165

3 3

1.00 120

201 201 Free 0% 1.00 201

37 37

1.00 126

2 2 Stop 0% 1.00 2

1.00 8

None

416

446

470

430

220

168

238

416 7.5

446 6.5

84 6.9

470 7.5

430 6.5

220 6.9

168 4.1

238 4.1

3.5 98 509

4.0 100 498

3.3 87 958

3.5 71 408

4.0 100 509

3.3 99 785

2.2 99 1407

2.2 99 1326

EB 1 135 8 126 905 0.15 4.0 9.7 A 9.7 A

WB 1 120 120 0 408 0.29 9.2 17.4 C 17.0 C

WB 2 8 0 6 691 0.01 0.3 10.3 B

NB 1 14 14 0 1407 0.01 0.2 7.6 A 0.4

NB 2 238 0 37 1700 0.14 0.0 0.0

SB 1 90 7 0 1326 0.01 0.1 0.6 A 0.3

SB 2 86 0 3 1700 0.05 0.0 0.0

5.3 37.8% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

36 36 1900 3.7 1.00 0.964

12 12 1900 3.7 1.00

7 7 1900 3.7 1.00

94 94 1900 3.7 1.00

0 0 1900 0.3 1.00

34 34 1900 3.7 1.00

5 5 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1816

1883

1816 60 308.8 18.5 1.00 2% 36

0.90 2% 8

1.00 0% 0

0.90 2% 38

0.90 2% 6

1.00 0% 0

1883 40 69.7 6.3 0.90 2% 0

0.90 2% 13

0 0 1900 3.7 1.00 0.982 0.959 1774 0.959 1774 40 78.4 7.1 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 94

1.00 0% 0

0 No Left

49 No Left 3.7 0.0 2.4

0 No Right

0 No Left

102 No Left 3.7 0.0 2.4

0 No Right

0 No Left

44 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.7% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

36 36 Free 0% 1.00 36

12 12

7 7

0 0

34 34

0 0

1.00 0

0.90 38

0.90 6

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 8

0 0 Stop 0% 0.90 0

5 5

0.90 13

94 94 Free 0% 1.00 94

1.00 0

None

152

158

159

94 4.1

49 4.1

152 7.1

152 6.5

42 6.2

158 7.1

159 6.5

94 6.2

2.2 100 1513

2.2 99 1558

3.5 95 811

4.0 100 735

3.3 99 1028

3.5 100 804

4.0 100 729

3.3 100 968

EB 1 49 0 13 1513 0.00 0.0 0.0 0.0

WB 1 102 8 0 1558 0.01 0.1 0.6 A 0.6

NB 1 44 38 6 835 0.05 1.3 9.5 A 9.5 A 2.5 20.7% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

387 387 1900 3.7

106 106 1900 3.7 130.0 1

266 266 1900 3.7

2 2 1900 0.3 0.0 0

66 66 1900 3.7 10.0 1

17 17 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

5 5 1900 0.3 0.0 0 0.0 1.00

23 23 1900 3.7

1.00 0.850

148 148 1900 0.3 0.0 0 0.0 1.00

8 8 1900 3.7

1.00

19 19 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 387

1601

0.950 1789 0.950 1789

1.00 106

1.00 19

1882 70 245.1 12.6 1.00 266

0 No Left

390 No Left 3.7 0.0 2.4

106 No Right

19 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 3

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.7% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

1.00 2

0.955 1799 0.955 0 1799 70 1595.3 82.0 1.00 1.00 148 8

268 No Left 3.7 0.0 2.4

0 No Right

0 No Left

156 No Left 0.0 0.0 2.4

66 No Right

0 No Left

28 No Left 0.0 0.0 2.4

17 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 66

1.00 5

0.991 1866 0.991 1866 70 138.7 7.1 1.00 23

1601 1601

1.00 17

Stop

ICU Level of Service A

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

387 387 Free 0% 1.00 387

106 106

19 19

2 2

148 148

5 5

1.00 2

1.00 148

1.00 66

1.00 5

23 23 Stop 0% 1.00 23

17 17

1.00 19

8 8 Stop 0% 1.00 8

66 66

1.00 106

266 266 Free 0% 1.00 266

1.00 3

1 None

1.00 17

None

268

493

717

699

387

735

804

267

268 4.1

493 4.1

717 7.1

699 6.5

387 6.2

735 7.1

804 6.5

267 6.2

2.2 100 1296

2.2 98 1071

3.5 53 313

4.0 98 357

3.3 90 661

3.5 98 292

4.0 93 310

3.3 98 772

EB 1 390 3 0 1296 0.00 0.1 0.1 A 0.1

EB 2 106 0 106 1700 0.06 0.0 0.0

WB 1 19 19 0 1071 0.02 0.4 8.4 A 0.6

5.8 44.7% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

WB 2 268 0 2 1700 0.16 0.0 0.0

NB 1 222 148 66 411 0.54 23.7 23.6 C 23.6 C

SB 1 45 5 17 493 0.09 2.3 14.8 B 14.8 B

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

69 69 1900 0.3

20 20 1900 3.7 0.0 1 0.0 1.00

161 161 1900 3.7 50.0 1

111 111 1900 3.7 105.0 1 0.0 1.00

182 182 1900 3.7

22 22 1900 0.3 0.0 0

309 309 1900 3.7

101 101 1900 3.7 35.0 1

4 4 1900 0.3

1.00

1.00 0.850

39 39 1900 3.7 30.0 1 0.0 1.00

17 17 1900 3.7 0.0 1

1.00 0.984

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1853

1883

1601

1853 70 675.7 34.8 1.00 182

1601

1.00 22

1.00 1

1883 70 169.8 8.7 1.00 309

1.00 17

1.00 4

1.00

0 0

1.00 69

0.950 1789 0.950 1789 70 288.3 14.8 1.00 20

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 161

1.00 111

1601

1.00 101

0.950 1789 0.950 1789 40 207.9 18.7 1.00 39

0 No Left

89 No Left 3.7 0.0 2.4

161 No Right

111 No Left

204 No Left 3.7 0.0 2.4

0 No Right

0 No Left

310 No Left 3.7 0.0 2.4

101 No Right

39 No Left 3.7 0.0 2.4

21 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.8% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

69 69

20 20 Stop 0% 1.00 20

161 161

111 111

22 22

1 1

4 4

1.00 22

1.00 1

39 39 Stop 0% 1.00 39

17 17

1.00 111

309 309 Free 0% 1.00 309

101 101

1.00 161

182 182 Free 0% 1.00 182

1.00 17

1.00 4

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

1.00 69

1.00 101

7 None

None

728

737

309

410

204

816

827

193

728 7.1

737 6.5

309 6.2

410 4.1

204 4.1

816 7.1

827 6.5

193 6.2

3.5 77 298

4.0 94 312

3.3 78 731

2.2 90 1149

2.2 100 1368

3.5 81 203

4.0 94 277

3.3 100 849

EB 1 250 69 161 846 0.30 9.4 15.1 C 15.1 C

NB 1 111 111 0 1149 0.10 2.4 8.5 A 3.0

NB 2 204 0 22 1700 0.12 0.0 0.0

SB 1 310 1 0 1368 0.00 0.0 0.0 A 0.0

5.9 48.8% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

SB 2 101 0 101 1700 0.06 0.0 0.0

SW 1 39 39 0 203 0.19 5.2 26.9 D 23.5 C

ICU Level of Service

SW 2 21 0 4 318 0.07 1.6 17.1 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

255 255 1900 1.00

0 0 1900 1.00

411 411 1900 1.00

0 0 1900 1.00

1883

0 50 19.3 1.4

0 50 73.8 5.3

1883 70 169.8 8.7

1883 70 537.9 27.7

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

283 No Left 3.7 0.0 4.8

0 No Right

0 No Left

457 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.0% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

Free

0.90 283

Free

0.90 457

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2025 Future BG (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

1 1 1900 3.7

126 126 1900 0.3 0.0 0

2 2 1900 3.7

29 29 1900 0.3 0.0 0

55 55 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.860

1.00

1.00 0.968

1.00

14 14 1900 3.7 0.0 0 0.0 0.95

165 165 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

201 201 1900 3.7

1.00 0.874 0.997 1641 0.997 1641 40 160.1 14.4 1.00 1

178 178 1900 3.7 15.0 1 0.0 1.00

0.95

1620

1823

1620 60 308.8 18.5 1.00 2

0.950 1789 0.950 1789

1.00 29

1.00 14

1823 70 533.0 27.4 1.00 201

1.00 55

1.00 14

0.95 0.998 0.996 3557 0.996 3557 70 477.5 24.6 1.00 165

0 No Left

1.75 26

0 0

1.00 8

0.950 1789 0.950 1789

1.00 126

1.00 178

135 No Left 3.7 0.0 2.4

0 No Right

178 No Left

31 No Left 3.7 0.0 2.4

0 No Right

14 No Left

256 No Left 3.7 0.0 2.4

0 No Right

0 No Left

182 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.5% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

1 1 Stop 0% 1.00 1

126 126

178 178

29 29

14 14

1.00 29

1.00 14

1.00 55

1.00 14

165 165 Free 0% 1.00 165

3 3

1.00 178

201 201 Free 0% 1.00 201

55 55

1.00 126

2 2 Stop 0% 1.00 2

1.00 8

None

454

478

494

452

228

168

256

454 7.5

478 6.5

84 6.9

494 7.5

452 6.5

228 6.9

168 4.1

256 4.1

3.5 98 463

4.0 100 475

3.3 87 958

3.5 55 391

4.0 100 491

3.3 96 774

2.2 99 1407

2.2 99 1306

EB 1 135 8 126 895 0.15 4.0 9.7 A 9.7 A

WB 1 178 178 0 391 0.45 17.5 21.6 C 19.9 C

WB 2 31 0 29 746 0.04 1.0 10.0 B

NB 1 14 14 0 1407 0.01 0.2 7.6 A 0.4

NB 2 256 0 55 1700 0.15 0.0 0.0

SB 1 96 14 0 1306 0.01 0.2 1.2 A 0.6

SB 2 86 0 3 1700 0.05 0.0 0.0

7.2 43.5% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 0.3 1.00

36 36 1900 3.7 1.00 0.976 0.983 1807 0.983 1807 60 308.8 18.5 1.00 2% 36

12 12 1900 3.7 1.00

7 7 1900 3.7 1.00

94 94 1900 3.7 1.00

0 0 1900 0.3 1.00

34 34 1900 3.7 1.00

5 5 1900 3.7 1.00

0 0 1900 3.7 1.00

5 5 1900 3.7 1.00 0.874

81 81 1900 0.3 1.00

1646

0.90 2% 8

1.00 0% 0

0.90 2% 38

0.90 2% 6

1.00 0% 0

1646 40 68.2 6.1 0.90 2% 6

0.90 2% 13

3 3 1900 3.7 1.00 0.983 0.961 1779 0.961 1779 40 74.1 6.7 0.90 2% 3

0 No Left

74 No Left 3.7 0.0 2.4

0 No Right

0 No Left

102 No Left 3.7 0.0 2.4

0 No Right

0 No Left

47 No Left 0.0 0.0 4.8

0 No Right

0 No Left

87 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 2% 25

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.4% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 94

Free

Stop

1.00 2% 81

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25

36 36 Free 0% 1.00 36

12 12

7 7

0 0

34 34

0 0

1.00 0

0.90 38

0.90 6

1.00 0

5 5 Stop 0% 0.90 6

81 81

0.90 8

3 3 Stop 0% 0.90 3

5 5

0.90 13

94 94 Free 0% 1.00 94

1.00 81

1.00 25

None

286

202

210

209

94 4.1

49 4.1

286 7.1

202 6.5

42 6.2

210 7.1

209 6.5

94 6.2

2.2 98 1500

2.2 99 1558

3.5 94 596

4.0 100 679

3.3 99 1028

3.5 100 732

4.0 99 673

3.3 92 963

EB 1 74 25 13 1500 0.02 0.4 2.6 A 2.6

WB 1 102 8 0 1558 0.01 0.1 0.6 A 0.6

NB 1 47 38 6 635 0.07 1.8 11.1 B 11.1 B 5.1 26.4% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

SB 1 87 0 81 935 0.09 2.3 9.2 A 9.2 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

387 387 1900 3.7

107 107 1900 3.7 130.0 1

266 266 1900 3.7

2 2 1900 0.3 0.0 0

76 76 1900 3.7 10.0 1

17 17 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

5 5 1900 0.3 0.0 0 0.0 1.00

23 23 1900 3.7

1.00 0.850

152 152 1900 0.3 0.0 0 0.0 1.00

8 8 1900 3.7

1.00

22 22 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 387

1601

0.950 1789 0.950 1789

1.00 107

1.00 22

1882 70 245.1 12.6 1.00 266

0 No Left

390 No Left 3.7 0.0 2.4

107 No Right

22 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 3

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.9% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

1.00 2

0.955 1799 0.955 0 1799 70 1595.3 82.0 1.00 1.00 152 8

268 No Left 3.7 0.0 2.4

0 No Right

0 No Left

160 No Left 0.0 0.0 2.4

76 No Right

0 No Left

28 No Left 0.0 0.0 2.4

17 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 76

1.00 5

0.991 1866 0.991 1866 70 138.7 7.1 1.00 23

1601 1601

1.00 17

Stop

ICU Level of Service A

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

387 387 Free 0% 1.00 387

107 107

22 22

2 2

152 152

5 5

1.00 2

1.00 152

1.00 76

1.00 5

23 23 Stop 0% 1.00 23

17 17

1.00 22

8 8 Stop 0% 1.00 8

76 76

1.00 107

266 266 Free 0% 1.00 266

1.00 3

1 None

1.00 17

None

268

494

723

705

387

746

811

267

268 4.1

494 4.1

723 7.1

705 6.5

387 6.2

746 7.1

811 6.5

267 6.2

2.2 100 1296

2.2 98 1070

3.5 51 309

4.0 98 353

3.3 89 661

3.5 98 282

4.0 92 306

3.3 98 772

EB 1 390 3 0 1296 0.00 0.1 0.1 A 0.1

EB 2 107 0 107 1700 0.06 0.0 0.0

WB 1 22 22 0 1070 0.02 0.5 8.4 A 0.6

6.2 44.9% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

WB 2 268 0 2 1700 0.16 0.0 0.0

NB 1 236 152 76 417 0.57 25.8 24.3 C 24.3 C

SB 1 45 5 17 485 0.09 2.3 15.0 B 15.0 B

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

73 73 1900 0.3

20 20 1900 3.7 0.0 1 0.0 1.00

161 161 1900 3.7 50.0 1

111 111 1900 3.7 105.0 1 0.0 1.00

196 196 1900 3.7

25 25 1900 0.3 0.0 0

355 355 1900 3.7

113 113 1900 3.7 35.0 1

4 4 1900 0.3

1.00

1.00 0.850

44 44 1900 3.7 30.0 1 0.0 1.00

17 17 1900 3.7 0.0 1

1.00 0.983

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1851

1883

1601

1851 70 675.7 34.8 1.00 196

1601

1.00 25

1.00 1

1883 70 174.7 9.0 1.00 355

1.00 17

1.00 4

1.00

0 0

1.00 73

0.950 1789 0.950 1789 70 288.3 14.8 1.00 20

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 161

1.00 111

1601

1.00 113

0.950 1789 0.950 1789 40 208.5 18.8 1.00 44

0 No Left

93 No Left 3.7 0.0 2.4

161 No Right

111 No Left

221 No Left 3.7 0.0 2.4

0 No Right

0 No Left

356 No Left 3.7 0.0 2.4

113 No Right

44 No Left 3.7 0.0 2.4

21 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

73 73

20 20 Stop 0% 1.00 20

161 161

111 111

25 25

1 1

4 4

1.00 25

1.00 1

44 44 Stop 0% 1.00 44

17 17

1.00 111

355 355 Free 0% 1.00 355

113 113

1.00 161

196 196 Free 0% 1.00 196

1.00 17

1.00 4

1.00 73

1.00 113

7 None

None

788

800

355

468

221

878

900

208

788 7.1

800 6.5

355 6.2

468 4.1

221 4.1

878 7.1

900 6.5

208 6.2

3.5 73 269

4.0 93 286

3.3 77 689

2.2 90 1094

2.2 100 1348

3.5 76 180

4.0 93 250

3.3 100 832

EB 1 254 73 161 744 0.34 11.5 16.6 C 16.6 C

NB 1 111 111 0 1094 0.10 2.6 8.7 A 2.9

NB 2 221 0 25 1700 0.13 0.0 0.0

SB 1 356 1 0 1348 0.00 0.0 0.0 A 0.0

6.2 52.4% 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

SB 2 113 0 113 1700 0.07 0.0 0.0

SW 1 44 44 0 180 0.24 7.0 31.4 D 27.2 D

ICU Level of Service

SW 2 21 0 4 288 0.07 1.8 18.5 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

273 273 1900 1.00

0 0 1900 1.00

469 469 1900 1.00

0 0 1900 1.00

1883

0 50 20.2 1.5

0 50 56.0 4.0

1883 70 174.7 9.0

1883 70 533.0 27.4

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

303 No Left 3.7 0.0 4.8

0 No Right

0 No Left

521 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

Free

0.90 303

Free

0.90 521

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2025 Future Total (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1900 0.3 0.0 0 0.0 1.00

1 1 1900 3.7

154 154 1900 0.3 0.0 0

3 3 1900 3.7

8 8 1900 0.3 0.0 0

37 37 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.891

1.00

1.00 0.982

1.00

7 7 1900 3.7 0.0 0 0.0 0.95

277 277 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

269 269 1900 3.7

1.00 0.874 0.997 1641 0.997 1641 40 160.1 14.4 1.00 1

146 146 1900 3.7 15.0 1 0.0 1.00

0.95

1678

1850

1678 60 308.8 18.5 1.00 3

0.950 1789 0.950 1789

1.00 8

1.00 14

1850 70 535.2 27.5 1.00 269

1.00 37

1.00 7

0.95 0.998 0.999 3568 0.999 3568 70 477.5 24.6 1.00 277

0 No Left

1.75 26

0 0

1.00 10

0.950 1789 0.950 1789

1.00 154

1.00 146

165 No Left 3.7 0.0 2.4

0 No Right

146 No Left

11 No Left 3.7 0.0 2.4

0 No Right

14 No Left

306 No Left 3.7 0.0 2.4

0 No Right

0 No Left

287 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.6% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10

1 1 Stop 0% 1.00 1

154 154

146 146

8 8

14 14

7 7

1.00 8

1.00 14

1.00 37

1.00 7

277 277 Free 0% 1.00 277

3 3

1.00 146

269 269 Free 0% 1.00 269

37 37

1.00 154

3 3 Stop 0% 1.00 3

1.00 10

None

599

626

140

622

610

288

280

306

599 7.5

626 6.5

140 6.9

622 7.5

610 6.5

288 6.9

280 4.1

306 4.1

3.5 97 374

4.0 100 392

3.3 83 882

3.5 52 302

4.0 99 401

3.3 99 709

2.2 99 1280

2.2 99 1252

EB 1 165 10 154 810 0.20 5.8 10.6 B 10.6 B

WB 1 146 146 0 302 0.48 19.0 27.6 D 26.5 D

WB 2 11 0 8 586 0.02 0.4 11.3 B

NB 1 14 14 0 1280 0.01 0.3 7.8 A 0.3

NB 2 306 0 37 1700 0.18 0.0 0.0

SB 1 146 7 0 1252 0.01 0.1 0.4 A 0.2

SB 2 142 0 3 1700 0.08 0.0 0.0

6.5 44.6% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

44 44 1900 3.7 1.00 0.964

14 14 1900 3.7 1.00

9 9 1900 3.7 1.00

115 115 1900 3.7 1.00

0 0 1900 0.3 1.00

41 41 1900 3.7 1.00

6 6 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1816

1883

1816 60 308.8 18.5 1.00 2% 44

0.90 2% 10

1.00 0% 0

0.90 2% 46

0.90 2% 7

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 16

0 0 1900 3.7 1.00 0.982 0.958 1772 0.958 1772 40 70.4 6.3 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 115

1.00 0% 0

0 No Left

60 No Left 3.7 0.0 2.4

0 No Right

0 No Left

125 No Left 3.7 0.0 2.4

0 No Right

0 No Left

53 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.2% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

44 44 Free 0% 1.00 44

14 14

9 9

0 0

41 41

0 0

1.00 0

0.90 46

0.90 7

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 10

0 0 Stop 0% 0.90 0

6 6

0.90 16

115 115 Free 0% 1.00 115

1.00 0

None

115

187

194

195

115

115 4.1

60 4.1

187 7.1

187 6.5

52 6.2

194 7.1

195 6.5

115 6.2

2.2 100 1487

2.2 99 1544

3.5 94 770

4.0 100 703

3.3 99 1016

3.5 100 761

4.0 100 696

3.3 100 943

EB 1 60 0 16 1487 0.00 0.0 0.0 0.0

WB 1 125 10 0 1544 0.01 0.1 0.6 A 0.6

NB 1 53 46 7 795 0.07 1.6 9.9 A 9.9 A 2.5 23.2% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4 1900 0.3 0.0 0 0.0 1.00

472 472 1900 3.7

140 140 1900 3.7 130.0 1

325 325 1900 3.7

3 3 1900 0.3 0.0 0

111 111 1900 3.7 10.0 1

21 21 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

6 6 1900 0.3 0.0 0 0.0 1.00

28 28 1900 3.7

1.00 0.850

211 211 1900 0.3 0.0 0 0.0 1.00

10 10 1900 3.7

1.00

34 34 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 472

1601

0.950 1789 0.950 1789

1.00 140

1.00 34

1882 70 245.1 12.6 1.00 325

0 No Left

476 No Left 3.7 0.0 2.4

140 No Right

34 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 4

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.8% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

1.00 3

0.954 1797 0.954 0 1797 70 1595.3 82.0 1.00 1.00 211 10

328 No Left 3.7 0.0 2.4

0 No Right

0 No Left

221 No Left 0.0 0.0 2.4

111 No Right

0 No Left

34 No Left 0.0 0.0 2.4

21 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 111

1.00 6

0.991 1866 0.991 1866 70 138.7 7.1 1.00 28

1601 1601

1.00 21

Stop

ICU Level of Service A

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

472 472 Free 0% 1.00 472

140 140

34 34

3 3

211 211

6 6

1.00 3

1.00 211

1.00 111

1.00 6

28 28 Stop 0% 1.00 28

21 21

1.00 34

10 10 Stop 0% 1.00 10

111 111

1.00 140

325 325 Free 0% 1.00 325

1.00 4

1 None

1.00 21

None

328

612

898

876

472

935

1014

326

328 4.1

612 4.1

898 7.1

876 6.5

472 6.2

935 7.1

1014 6.5

326 6.2

2.2 100 1232

2.2 96 967

3.5 5 223

4.0 96 276

3.3 81 592

3.5 97 188

4.0 88 229

3.3 97 715

EB 1 476 4 0 1232 0.00 0.1 0.1 A 0.1

EB 2 140 0 140 1700 0.08 0.0 0.0

WB 1 34 34 0 967 0.04 0.8 8.9 A 0.8

33.8 53.8% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

WB 2 328 0 3 1700 0.19 0.0 0.0

NB 1 332 211 111 291 1.14 106.4 134.6 F 134.6 F

SB 1 55 6 21 359 0.15 4.1 18.8 C 18.8 C

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

91 91 1900 0.3

20 20 1900 3.7 0.0 1 0.0 1.00

197 197 1900 3.7 50.0 1

136 136 1900 3.7 105.0 1 0.0 1.00

239 239 1900 3.7

22 22 1900 0.3 0.0 0

432 432 1900 3.7

143 143 1900 3.7 35.0 1

4 4 1900 0.3

1.00

1.00 0.850

39 39 1900 3.7 30.0 1 0.0 1.00

17 17 1900 3.7 0.0 1

1.00 0.987

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1859

1883

1601

1859 70 675.7 34.8 1.00 239

1601

1.00 22

1.00 1

1883 70 172.5 8.9 1.00 432

1.00 17

1.00 4

1.00

0 0

1.00 91

0.950 1789 0.950 1789 70 288.3 14.8 1.00 20

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 197

1.00 136

1601

1.00 143

0.950 1789 0.950 1789 40 191.0 17.2 1.00 39

0 No Left

111 No Left 3.7 0.0 2.4

197 No Right

136 No Left

261 No Left 3.7 0.0 2.4

0 No Right

0 No Left

433 No Left 3.7 0.0 2.4

143 No Right

39 No Left 3.7 0.0 2.4

21 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 59.5% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

Free

ICU Level of Service B

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

91 91

20 20 Stop 0% 1.00 20

197 197

136 136

22 22

1 1

4 4

1.00 22

1.00 1

39 39 Stop 0% 1.00 39

17 17

1.00 136

432 432 Free 0% 1.00 432

143 143

1.00 197

239 239 Free 0% 1.00 239

1.00 17

1.00 4

1.00 91

1.00 143

7 None

None

958

967

432

575

261

1064

1099

250

958 7.1

967 6.5

432 6.2

575 4.1

261 4.1

1064 7.1

1099 6.5

250 6.2

3.5 54 197

4.0 91 219

3.3 68 624

2.2 86 998

2.2 100 1303

3.5 66 114

4.0 91 183

3.3 99 789

EB 1 308 91 197 557 0.55 25.5 24.1 C 24.1 C

NB 1 136 136 0 998 0.14 3.6 9.2 A 3.1

NB 2 261 0 22 1700 0.15 0.0 0.0

SB 1 433 1 0 1303 0.00 0.0 0.0 A 0.0

8.4 59.5% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

SB 2 143 0 143 1700 0.08 0.0 0.0

SW 1 39 39 0 114 0.34 10.3 51.9 F 42.0 E

ICU Level of Service

SW 2 21 0 4 215 0.10 2.4 23.6 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

334 334 1900 1.00

0 0 1900 1.00

576 576 1900 1.00

0 0 1900 1.00

1883

0 50 19.7 1.4

0 50 79.5 5.7

1883 70 172.5 8.9

1883 70 535.2 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

371 No Left 3.7 0.0 4.8

0 No Right

0 No Left

640 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.6% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

Free

0.90 371

Free

0.90 640

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2035 Future BG (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1900 0.3 0.0 0 0.0 1.00

1 1 1900 3.7

154 154 1900 0.3 0.0 0

3 3 1900 3.7

36 36 1900 0.3 0.0 0

57 57 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.862

1.00

1.00 0.974

1.00

17 17 1900 3.7 0.0 0 0.0 0.95

277 277 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

269 269 1900 3.7

1.00 0.874 0.997 1641 0.997 1641 40 160.1 14.4 1.00 1

210 210 1900 3.7 15.0 1 0.0 1.00

0.95

1624

1834

1624 60 308.8 18.5 1.00 3

0.950 1789 0.950 1789

1.00 36

1.00 14

1834 70 536.5 27.6 1.00 269

1.00 57

1.00 17

0.95 0.998 0.997 3561 0.997 3561 70 477.5 24.6 1.00 277

0 No Left

1.75 26

0 0

1.00 10

0.950 1789 0.950 1789

1.00 154

1.00 210

165 No Left 3.7 0.0 2.4

0 No Right

210 No Left

39 No Left 3.7 0.0 2.4

0 No Right

14 No Left

326 No Left 3.7 0.0 2.4

0 No Right

0 No Left

297 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.3% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10

1 1 Stop 0% 1.00 1

154 154

210 210

36 36

14 14

17 17

1.00 36

1.00 14

1.00 57

1.00 17

277 277 Free 0% 1.00 277

3 3

1.00 210

269 269 Free 0% 1.00 269

57 57

1.00 154

3 3 Stop 0% 1.00 3

1.00 10

None

647

666

140

652

640

298

280

326

647 7.5

666 6.5

140 6.9

652 7.5

640 6.5

298 6.9

280 4.1

326 4.1

3.5 97 329

4.0 100 369

3.3 83 882

3.5 26 285

4.0 99 382

3.3 95 699

2.2 99 1280

2.2 99 1230

EB 1 165 10 154 795 0.21 5.9 10.7 B 10.7 B

WB 1 210 210 0 285 0.74 40.6 46.1 E 40.6 E

WB 2 39 0 36 657 0.06 1.4 10.8 B

NB 1 14 14 0 1280 0.01 0.3 7.8 A 0.3

NB 2 326 0 57 1700 0.19 0.0 0.0

SB 1 156 17 0 1230 0.01 0.3 1.0 A 0.5

SB 2 142 0 3 1700 0.08 0.0 0.0

11.5 52.3% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30 1900 0.3 1.00

44 44 1900 3.7 1.00 0.976 0.984 1809 0.984 1809 60 308.8 18.5 1.00 2% 44

14 14 1900 3.7 1.00

9 9 1900 3.7 1.00

115 115 1900 3.7 1.00

0 0 1900 0.3 1.00

41 41 1900 3.7 1.00

6 6 1900 3.7 1.00

0 0 1900 3.7 1.00

6 6 1900 3.7 1.00 0.875

92 92 1900 0.3 1.00

1648

0.90 2% 10

1.00 0% 0

0.90 2% 46

0.90 2% 7

1.00 0% 0

1648 40 68.2 6.1 0.90 2% 7

0.90 2% 16

3 3 1900 3.7 1.00 0.983 0.961 1779 0.961 1779 40 97.7 8.8 0.90 2% 3

0 No Left

90 No Left 3.7 0.0 2.4

0 No Right

0 No Left

125 No Left 3.7 0.0 2.4

0 No Right

0 No Left

56 No Left 0.0 0.0 4.8

0 No Right

0 No Left

99 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 2% 30

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.6% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 115

Free

Stop

1.00 2% 92

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30

44 44 Free 0% 1.00 44

14 14

9 9

0 0

41 41

0 0

1.00 0

0.90 46

0.90 7

1.00 0

6 6 Stop 0% 0.90 7

92 92

0.90 10

3 3 Stop 0% 0.90 3

6 6

0.90 16

115 115 Free 0% 1.00 115

1.00 92

1.00 30

None

115

342

247

256

255

115

115 4.1

60 4.1

342 7.1

247 6.5

52 6.2

256 7.1

255 6.5

115 6.2

2.2 98 1474

2.2 99 1544

3.5 91 536

4.0 100 638

3.3 99 1016

3.5 100 680

4.0 99 631

3.3 90 937

EB 1 90 30 16 1474 0.02 0.5 2.6 A 2.6

WB 1 125 10 0 1544 0.01 0.1 0.6 A 0.6

NB 1 56 46 7 575 0.10 2.4 11.9 B 11.9 B 5.2 27.6% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

SB 1 99 0 92 906 0.11 2.8 9.5 A 9.5 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4 1900 0.3 0.0 0 0.0 1.00

472 472 1900 3.7

142 142 1900 3.7 130.0 1

325 325 1900 3.7

3 3 1900 0.3 0.0 0

123 123 1900 3.7 10.0 1

21 21 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

6 6 1900 0.3 0.0 0 0.0 1.00

28 28 1900 3.7

1.00 0.850

216 216 1900 0.3 0.0 0 0.0 1.00

10 10 1900 3.7

1.00

38 38 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 472

1601

0.950 1789 0.950 1789

1.00 142

1.00 38

1882 70 245.1 12.6 1.00 325

0 No Left

476 No Left 3.7 0.0 2.4

142 No Right

38 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 4

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 57.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

1.00 3

0.954 1797 0.954 0 1797 70 1595.3 82.0 1.00 1.00 216 10

328 No Left 3.7 0.0 2.4

0 No Right

0 No Left

226 No Left 0.0 0.0 2.4

123 No Right

0 No Left

34 No Left 0.0 0.0 2.4

21 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 123

1.00 6

0.991 1866 0.991 1866 70 138.7 7.1 1.00 28

1601 1601

1.00 21

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

472 472 Free 0% 1.00 472

142 142

38 38

3 3

216 216

6 6

1.00 3

1.00 216

1.00 123

1.00 6

28 28 Stop 0% 1.00 28

21 21

1.00 38

10 10 Stop 0% 1.00 10

123 123

1.00 142

325 325 Free 0% 1.00 325

1.00 4

1 None

1.00 21

None

328

614

906

884

472

949

1024

326

328 4.1

614 4.1

906 7.1

884 6.5

472 6.2

949 7.1

1024 6.5

326 6.2

2.2 100 1232

2.2 96 965

3.5 1 219

4.0 96 272

3.3 79 592

3.5 97 179

4.0 88 225

3.3 97 715

EB 1 476 4 0 1232 0.00 0.1 0.1 A 0.1

EB 2 142 0 142 1700 0.08 0.0 0.0

WB 1 38 38 0 965 0.04 0.9 8.9 A 0.9

40.3 57.4% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

WB 2 328 0 3 1700 0.19 0.0 0.0

NB 1 349 216 123 291 1.20 119.1 156.3 F 156.3 F

SB 1 55 6 21 351 0.16 4.2 19.1 C 19.1 C

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

95 95 1900 0.3

20 20 1900 3.7 0.0 1 0.0 1.00

197 197 1900 3.7 50.0 1

136 136 1900 3.7 105.0 1 0.0 1.00

255 255 1900 3.7

25 25 1900 0.3 0.0 0

482 482 1900 3.7

157 157 1900 3.7 35.0 1

4 4 1900 0.3

1.00

1.00 0.850

45 45 1900 3.7 30.0 1 0.0 1.00

17 17 1900 3.7 0.0 1

1.00 0.987

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1859

1883

1601

1859 70 675.7 34.8 1.00 255

1601

1.00 25

1.00 1

1883 70 171.2 8.8 1.00 482

1.00 17

1.00 4

1.00

0 0

1.00 95

0.950 1789 0.950 1789 70 288.3 14.8 1.00 20

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 197

1.00 136

1601

1.00 157

0.950 1789 0.950 1789 40 160.5 14.4 1.00 45

0 No Left

115 No Left 3.7 0.0 2.4

197 No Right

136 No Left

280 No Left 3.7 0.0 2.4

0 No Right

0 No Left

483 No Left 3.7 0.0 2.4

157 No Right

45 No Left 3.7 0.0 2.4

21 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 63.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

Free

ICU Level of Service B

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

95 95

20 20 Stop 0% 1.00 20

197 197

136 136

25 25

1 1

4 4

1.00 25

1.00 1

45 45 Stop 0% 1.00 45

17 17

1.00 136

482 482 Free 0% 1.00 482

157 157

1.00 197

255 255 Free 0% 1.00 255

1.00 17

1.00 4

1.00 95

1.00 157

7 None

None

1024

1036

482

639

280

1132

1180

268

1024 7.1

1036 6.5

482 6.2

639 4.1

280 4.1

1132 7.1

1180 6.5

268 6.2

3.5 46 174

4.0 90 198

3.3 66 584

2.2 86 945

2.2 100 1283

3.5 54 98

4.0 90 163

3.3 99 771

EB 1 312 95 197 484 0.64 34.2 29.6 D 29.6 D

NB 1 136 136 0 945 0.14 3.8 9.4 A 3.1

NB 2 280 0 25 1700 0.16 0.0 0.0

SB 1 483 1 0 1283 0.00 0.0 0.0 A 0.0

9.9 63.4% 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

SB 2 157 0 157 1700 0.09 0.0 0.0

SW 1 45 45 0 98 0.46 14.9 69.5 F 55.7 F

ICU Level of Service

SW 2 21 0 4 191 0.11 2.8 26.1 D

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

354 354 1900 1.00

0 0 1900 1.00

640 640 1900 1.00

0 0 1900 1.00

1883

0 50 24.6 1.8

0 50 79.8 5.7

1883 70 171.2 8.8

1883 70 536.5 27.6

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

393 No Left 3.7 0.0 4.8

0 No Right

0 No Left

711 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

Free

0.90 393

Free

0.90 711

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2035 Future Total (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1900 0.3 0.0 0 0.0 1.00

2 2 1900 3.7

188 188 1900 0.3 0.0 0

3 3 1900 3.7

9 9 1900 0.3 0.0 0

37 37 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.887

1.00

1.00 0.984

1.00

7 7 1900 3.7 0.0 0 0.0 0.95

311 311 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

319 319 1900 3.7

1.00 0.875 0.997 1643 0.997 1643 40 160.1 14.4 1.00 2

178 178 1900 3.7 15.0 1 0.0 1.00

0.95

1671

1853

1671 60 308.8 18.5 1.00 3

0.950 1789 0.950 1789

1.00 9

1.00 14

1853 70 535.5 27.5 1.00 319

1.00 37

1.00 7

0.95 0.999 0.999 3571 0.999 3571 70 477.5 24.6 1.00 311

0 No Left

1.75 26

0 0

1.00 13

0.950 1789 0.950 1789

1.00 188

1.00 178

203 No Left 3.7 0.0 2.4

0 No Right

178 No Left

12 No Left 3.7 0.0 2.4

0 No Right

14 No Left

356 No Left 3.7 0.0 2.4

0 No Right

0 No Left

321 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 51.3% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13

2 2 Stop 0% 1.00 2

188 188

178 178

9 9

14 14

7 7

1.00 9

1.00 14

1.00 37

1.00 7

311 311 Free 0% 1.00 311

3 3

1.00 178

319 319 Free 0% 1.00 319

37 37

1.00 188

3 3 Stop 0% 1.00 3

1.00 13

None

684

710

157

724

694

338

314

356

684 7.5

710 6.5

157 6.9

724 7.5

694 6.5

338 6.9

314 4.1

356 4.1

3.5 96 324

4.0 99 351

3.3 78 861

3.5 26 241

4.0 99 359

3.3 99 658

2.2 99 1243

2.2 99 1199

EB 1 203 13 188 768 0.26 8.1 11.4 B 11.4 B

WB 1 178 178 0 241 0.74 39.1 53.1 F 50.5 F

WB 2 12 0 9 545 0.02 0.5 11.8 B

NB 1 14 14 0 1243 0.01 0.3 7.9 A 0.3

NB 2 356 0 37 1700 0.21 0.0 0.0

SB 1 162 7 0 1199 0.01 0.1 0.4 A 0.2

SB 2 158 0 3 1700 0.09 0.0 0.0

11.1 51.3% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

54 54 1900 3.7 1.00 0.965

17 17 1900 3.7 1.00

11 11 1900 3.7 1.00

140 140 1900 3.7 1.00

0 0 1900 0.3 1.00

50 50 1900 3.7 1.00

8 8 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1818

1883

1818 60 308.8 18.5 1.00 2% 54

0.90 2% 12

1.00 0% 0

0.90 2% 56

0.90 2% 9

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 19

0 0 1900 3.7 1.00 0.981 0.959 1772 0.959 1772 40 88.3 7.9 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 140

1.00 0% 0

0 No Left

73 No Left 3.7 0.0 2.4

0 No Right

0 No Left

152 No Left 3.7 0.0 2.4

0 No Right

0 No Left

65 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.6% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

54 54 Free 0% 1.00 54

17 17

11 11

0 0

50 50

0 0

1.00 0

0.90 56

0.90 9

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 12

0 0 Stop 0% 0.90 0

8 8

0.90 19

140 140 Free 0% 1.00 140

1.00 0

None

140

228

236

237

140

140 4.1

73 4.1

228 7.1

228 6.5

64 6.2

236 7.1

237 6.5

140 6.2

2.2 100 1456

2.2 99 1527

3.5 92 723

4.0 100 667

3.3 99 1001

3.5 100 711

4.0 100 659

3.3 100 913

EB 1 73 0 19 1456 0.00 0.0 0.0 0.0

WB 1 152 12 0 1527 0.01 0.2 0.6 A 0.6

NB 1 65 56 9 752 0.09 2.1 10.2 B 10.2 B 2.6 24.6% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5 1900 0.3 0.0 0 0.0 1.00

576 576 1900 3.7

167 167 1900 3.7 130.0 1

396 396 1900 3.7

3 3 1900 0.3 0.0 0

126 126 1900 3.7 10.0 1

25 25 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

8 8 1900 0.3 0.0 0 0.0 1.00

35 35 1900 3.7

1.00 0.850

247 247 1900 0.3 0.0 0 0.0 1.00

13 13 1900 3.7

1.00

38 38 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 576

1601

0.950 1789 0.950 1789

1.00 167

1.00 38

1882 70 245.1 12.6 1.00 396

0 No Left

581 No Left 3.7 0.0 2.4

167 No Right

38 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 5

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.0% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

1.00 3

0.955 1799 0.955 0 1799 70 1595.3 82.0 1.00 1.00 247 13

399 No Left 3.7 0.0 2.4

0 No Right

0 No Left

260 No Left 0.0 0.0 2.4

126 No Right

0 No Left

43 No Left 0.0 0.0 2.4

25 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 126

1.00 8

0.991 1866 0.991 1866 70 138.7 7.1 1.00 35

1601 1601

1.00 25

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

576 576 Free 0% 1.00 576

167 167

38 38

3 3

247 247

8 8

1.00 3

1.00 247

1.00 126

1.00 8

35 35 Stop 0% 1.00 35

25 25

1.00 38

13 13 Stop 0% 1.00 13

126 126

1.00 167

396 396 Free 0% 1.00 396

1.00 5

1 None

1.00 25

None

399

743

1088

1061

576

1129

1226

398

399 4.1

743 4.1

1088 7.1

1061 6.5

576 6.2

1129 7.1

1226 6.5

398 6.2

2.2 100 1160

2.2 96 864

3.5 0 151

4.0 94 213

3.3 76 517

3.5 94 126

4.0 79 170

3.3 96 652

EB 1 581 5 0 1160 0.00 0.1 0.1 A 0.1

EB 2 167 0 167 1700 0.10 0.0 0.0

WB 1 38 38 0 864 0.04 1.0 9.4 A 0.8

113.7 62.0% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

WB 2 399 0 3 1700 0.23 0.0 0.0

NB 1 386 247 126 200 1.93 215.7 477.2 F 477.2 F

SB 1 68 8 25 256 0.27 7.9 26.2 D 26.2 D

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

397 397 1900 1.00

0 0 1900 1.00

677 677 1900 1.00

0 0 1900 1.00

1883

0 50 23.8 1.7

0 50 80.1 5.8

1883 70 172.2 8.9

1883 70 535.5 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

441 No Left 3.7 0.0 4.8

0 No Right

0 No Left

752 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.0% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

Free

0.90 441

Free

0.90 752

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2045 Future BG (Adj).syn

Synchro 11 Report Page 8

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1900 0.3 0.0 0 0.0 1.00

2 2 1900 3.7

188 188 1900 0.3 0.0 0

3 3 1900 3.7

37 37 1900 0.3 0.0 0

57 57 1900 0.3 0.0 0

3 3 1900 3.7 0.0 0

1.00 0.861

1.00

1.00 0.977

1.00

17 17 1900 3.7 0.0 0 0.0 0.95

311 311 1900 3.7

1.00

14 14 1900 3.7 105.0 1 0.0 1.00

319 319 1900 3.7

1.00 0.875 0.997 1643 0.997 1643 40 160.1 14.4 1.00 2

242 242 1900 3.7 15.0 1 0.0 1.00

0.95

1622

1840

1622 60 308.8 18.5 1.00 3

0.950 1789 0.950 1789

1.00 37

1.00 14

1840 70 535.6 27.5 1.00 319

1.00 57

1.00 17

0.95 0.999 0.997 3564 0.997 3564 70 477.5 24.6 1.00 311

0 No Left

1.75 26

0 0

1.00 13

0.950 1789 0.950 1789

1.00 188

1.00 242

203 No Left 3.7 0.0 2.4

0 No Right

242 No Left

40 No Left 3.7 0.0 2.4

0 No Right

14 No Left

376 No Left 3.7 0.0 2.4

0 No Right

0 No Left

331 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 57.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

Stop

Free

0 0

1.00 3

Free

ICU Level of Service B

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13

2 2 Stop 0% 1.00 2

188 188

242 242

37 37

14 14

17 17

1.00 37

1.00 14

1.00 57

1.00 17

311 311 Free 0% 1.00 311

3 3

1.00 242

319 319 Free 0% 1.00 319

57 57

1.00 188

3 3 Stop 0% 1.00 3

1.00 13

None

732

750

157

754

724

348

314

376

732 7.5

750 6.5

157 6.9

754 7.5

724 6.5

348 6.9

314 4.1

376 4.1

3.5 95 284

4.0 99 330

3.3 78 861

3.5 0 227

4.0 99 342

3.3 94 649

2.2 99 1243

2.2 99 1179

EB 1 203 13 188 751 0.27 8.3 11.6 B 11.6 B

WB 1 242 242 0 227 1.06 79.7 123.7 F 107.8 F

WB 2 40 0 37 608 0.07 1.6 11.3 B

NB 1 14 14 0 1243 0.01 0.3 7.9 A 0.3

NB 2 376 0 57 1700 0.22 0.0 0.0

SB 1 172 17 0 1179 0.01 0.3 0.9 A 0.5

SB 2 158 0 3 1700 0.09 0.0 0.0

27.4 57.2% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

ICU Level of Service

1.00 3

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30 1900 0.3 1.00

54 54 1900 3.7 1.00 0.975 0.986 1811 0.986 1811 60 308.8 18.5 1.00 2% 54

17 17 1900 3.7 1.00

11 11 1900 3.7 1.00

140 140 1900 3.7 1.00

0 0 1900 0.3 1.00

50 50 1900 3.7 1.00

8 8 1900 3.7 1.00

0 0 1900 3.7 1.00

6 6 1900 3.7 1.00 0.875

92 92 1900 0.3 1.00

1648

0.90 2% 12

1.00 0% 0

0.90 2% 56

0.90 2% 9

1.00 0% 0

1648 40 68.2 6.1 0.90 2% 7

0.90 2% 19

3 3 1900 3.7 1.00 0.982 0.960 1776 0.960 1776 40 98.9 8.9 0.90 2% 3

0 No Left

103 No Left 3.7 0.0 2.4

0 No Right

0 No Left

152 No Left 3.7 0.0 2.4

0 No Right

0 No Left

0 No Right

0 No Left

99 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

68 No Left 0.0 0.0 4.8 Yes 0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 2% 30

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.7% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 140

Free

Stop

1.00 2% 92

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

30 30

54 54 Free 0% 1.00 54

17 17

11 11

0 0

50 50

0 0

1.00 0

0.90 56

0.90 9

1.00 0

6 6 Stop 0% 0.90 7

92 92

0.90 12

3 3 Stop 0% 0.90 3

8 8

0.90 19

140 140 Free 0% 1.00 140

1.00 92

1.00 30

None

140

383

288

298

297

140

140 4.1

73 4.1

383 7.1

288 6.5

64 6.2

298 7.1

297 6.5

140 6.2

2.2 98 1443

2.2 99 1527

3.5 89 501

4.0 100 605

3.3 99 1001

3.5 100 636

4.0 99 597

3.3 90 908

EB 1 103 30 19 1443 0.02 0.5 2.3 A 2.3

WB 1 152 12 0 1527 0.01 0.2 0.6 A 0.6

NB 1 68 56 9 541 0.13 3.3 12.6 B 12.6 B 5.1 30.7% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

SB 1 99 0 92 876 0.11 2.9 9.6 A 9.6 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5 1900 0.3 0.0 0 0.0 1.00

576 576 1900 3.7

169 169 1900 3.7 130.0 1

396 396 1900 3.7

3 3 1900 0.3 0.0 0

138 138 1900 3.7 10.0 1

25 25 1900 3.7 10.0 1

1.00 0.999

1.00

1.00 0.850

8 8 1900 0.3 0.0 0 0.0 1.00

35 35 1900 3.7

1.00 0.850

252 252 1900 0.3 0.0 0 0.0 1.00

13 13 1900 3.7

1.00

42 42 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1883

1601

1882

1883 70 263.2 13.5 1.00 576

1601

0.950 1789 0.950 1789

1.00 169

1.00 42

1882 70 245.1 12.6 1.00 396

0 No Left

581 No Left 3.7 0.0 2.4

169 No Right

42 No Left

1.75 26

0.99

0.99 14

0.99 26

1.00 5

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.9% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

1.00 3

0.955 1799 0.955 0 1799 70 1595.3 82.0 1.00 1.00 252 13

399 No Left 3.7 0.0 2.4

0 No Right

0 No Left

265 No Left 0.0 0.0 2.4

138 No Right

0 No Left

43 No Left 0.0 0.0 2.4

25 No Right

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Stop

1601

1.00 138

1.00 8

0.991 1866 0.991 1866 70 138.7 7.1 1.00 35

1601 1601

1.00 25

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

576 576 Free 0% 1.00 576

169 169

42 42

3 3

252 252

8 8

1.00 3

1.00 252

1.00 138

1.00 8

35 35 Stop 0% 1.00 35

25 25

1.00 42

13 13 Stop 0% 1.00 13

138 138

1.00 169

396 396 Free 0% 1.00 396

1.00 5

1 None

1.00 25

None

399

745

1096

1069

576

1143

1236

398

399 4.1

745 4.1

1096 7.1

1069 6.5

576 6.2

1143 7.1

1236 6.5

398 6.2

2.2 100 1160

2.2 95 863

3.5 0 148

4.0 94 210

3.3 73 517

3.5 93 119

4.0 79 167

3.3 96 652

EB 1 581 5 0 1160 0.00 0.1 0.1 A 0.1

EB 2 169 0 169 1700 0.10 0.0 0.0

WB 1 42 42 0 863 0.05 1.2 9.4 A 0.9

126.7 62.9% 15

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

WB 2 399 0 3 1700 0.23 0.0 0.0

NB 1 403 252 138 199 2.02 231.4 516.8 F 516.8 F

SB 1 68 8 25 250 0.27 8.2 26.8 D 26.8 D

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

417 417 1900 1.00

0 0 1900 1.00

741 741 1900 1.00

0 0 1900 1.00

1883

0 50 18.6 1.3

0 50 82.9 6.0

1883 70 172.1 8.9

1883 70 535.6 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

463 No Left 3.7 0.0 4.8

0 No Right

0 No Left

823 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.3% Analysis Period (min) 15

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

Free

0.90 463

Free

0.90 823

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-AM_v0.4 - 2045 Future Total (Adj).syn

Synchro 11 Report Page 8

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

6 6 1900 3.7

64 64 1900 0.3 0.0 0

5 5 1900 3.7

23 23 1900 0.3 0.0 0

71 71 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.877

1.00

1.00 0.937

1.00

8 8 1900 3.7 0.0 0 0.0 0.95

106 106 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

97 97 1900 3.7

1.00 0.882 0.998 1658 0.998 1658 40 160.1 14.4 1.00 6

64 64 1900 3.7 15.0 1 0.0 1.00

0.95

1652

1765

1652 60 308.8 18.5 1.00 5

0.950 1789 0.950 1789

1.00 23

1.00 102

1765 70 534.3 27.5 1.00 97

1.00 71

1.00 8

0.95 0.987 0.997 3521 0.997 3521 70 477.5 24.6 1.00 106

0 No Left

1.75 26

0 0

1.00 3

0.950 1789 0.950 1789

1.00 64

73 No Left 3.7 0.0 2.4

0 No Right

64 No Left

28 No Left 3.7 0.0 2.4

0 No Right

102 No Left

168 No Left 3.7 0.0 2.4

0 No Right

0 No Left

125 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

6 6 Stop 0% 1.00 6

64 64

23 23

102 102

8 8

1.00 23

1.00 102

1.00 71

1.00 8

106 106 Free 0% 1.00 106

11 11

1.00 64

97 97 Free 0% 1.00 97

71 71

1.00 64

5 5 Stop 0% 1.00 5

1.00 3

None

454

500

472

470

132

117

168

454 7.5

500 6.5

58 6.9

472 7.5

470 6.5

132 6.9

117 4.1

168 4.1

3.5 99 446

4.0 99 436

3.3 94 995

3.5 85 414

4.0 99 454

3.3 97 892

2.2 93 1469

2.2 99 1407

EB 1 73 3 64 861 0.08 2.1 9.6 A 9.6 A

WB 1 64 64 0 414 0.15 4.1 15.3 C 13.6 B

WB 2 28 0 23 761 0.04 0.9 9.9 A

NB 1 102 102 0 1469 0.07 1.7 7.6 A 2.9

NB 2 168 0 71 1700 0.10 0.0 0.0

SB 1 61 8 0 1407 0.01 0.1 1.0 A 0.5

SB 2 64 0 11 1700 0.04 0.0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

5.0 29.2% 15

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

64 64 1900 3.7 1.00 0.964

21 21 1900 3.7 1.00

5 5 1900 3.7 1.00

68 68 1900 3.7 1.00

0 0 1900 0.3 1.00

24 24 1900 3.7 1.00

7 7 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1816

1883

1816 60 308.8 18.5 1.00 2% 64

0.90 2% 6

1.00 0% 0

0.90 2% 27

0.90 2% 8

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 23

0 0 1900 3.7 1.00 0.969 0.963 1758 0.963 1758 40 69.4 6.2 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 68

1.00 0% 0

0 No Left

87 No Left 3.7 0.0 2.4

0 No Right

0 No Left

74 No Left 3.7 0.0 2.4

0 No Right

0 No Left

35 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.7% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

64 64 Free 0% 1.00 64

21 21

5 5

0 0

24 24

0 0

1.00 0

0.90 27

0.90 8

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 6

0 0 Stop 0% 0.90 0

7 7

0.90 23

68 68 Free 0% 1.00 68

1.00 0

None

156

164

167

68 4.1

87 4.1

156 7.1

156 6.5

76 6.2

164 7.1

167 6.5

68 6.2

2.2 100 1546

2.2 100 1509

3.5 97 809

4.0 100 733

3.3 99 986

3.5 100 797

4.0 100 723

3.3 100 1001

EB 1 87 0 23 1546 0.00 0.0 0.0 0.0

WB 1 74 6 0 1509 0.00 0.1 0.6 A 0.6

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min)

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

NB 1 35 27 8 843 0.04 1.0 9.5 A 9.5 A 1.9 17.7% 15

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

292 292 1900 3.7

53 53 1900 3.7 130.0 1

364 364 1900 3.7

6 6 1900 0.3 0.0 0

26 26 1900 3.7 10.0 1

2 2 1900 3.7 10.0 1

1.00 0.998

1.00

1.00 0.850

4 4 1900 0.3 0.0 0 0.0 1.00

4 4 1900 3.7

1.00 0.850

83 83 1900 0.3 0.0 0 0.0 1.00

14 14 1900 3.7

1.00

68 68 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1880

1880 70 245.1 12.6 1.00 364

0 0

1.00 8

0.999 1882 0.999 1882 70 263.2 13.5 1.00 292

1601

0.950 1789 0.950 1789

1.00 53

1.00 68

1601

1.00 6

0.959 1806 0.959 0 1806 70 1595.3 82.0 1.00 1.00 83 14 0

1601

1.00 26

1.00 4

0.976 1838 0.976 1838 70 138.7 7.1 1.00 4

1601 1601

1.00 2

0 No Left

300 No Left 3.7 0.0 2.4

53 No Right

68 No Left

370 No Left 3.7 0.0 2.4

0 No Right

0 No Left

97 No Left 0.0 0.0 2.4

26 No Right

0 No Left

8 No Left 0.0 0.0 2.4

2 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 57.3% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Free

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

292 292 Free 0% 1.00 292

53 53

68 68

6 6

83 83

4 4

1.00 6

1.00 83

1.00 26

1.00 4

4 4 Stop 0% 1.00 4

2 2

1.00 68

14 14 Stop 0% 1.00 14

26 26

1.00 53

364 364 Free 0% 1.00 364

1.00 8

1 None

1.00 2

None

370

345

811

814

292

831

864

367

370 4.1

345 4.1

811 7.1

814 6.5

292 6.2

831 7.1

864 6.5

367 6.2

2.2 99 1189

2.2 94 1214

3.5 70 280

4.0 95 293

3.3 97 747

3.5 98 256

4.0 99 274

3.3 100 678

EB 1 300 8 0 1189 0.01 0.2 0.3 A 0.2

EB 2 53 0 53 1700 0.03 0.0 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

WB 1 68 68 0 1214 0.06 1.4 8.1 A 1.3

3.7 57.3% 15

WB 2 370 0 6 1700 0.22 0.0 0.0

NB 1 123 83 26 341 0.36 12.2 21.4 C 21.4 C

SB 1 10 4 2 331 0.03 0.7 17.3 C 17.3 C

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

77 77 1900 0.3

11 11 1900 3.7 0.0 1 0.0 1.00

114 114 1900 3.7 50.0 1

200 200 1900 3.7 105.0 1 0.0 1.00

188 188 1900 3.7

26 26 1900 0.3 0.0 0

154 154 1900 3.7

79 79 1900 3.7 35.0 1

5 5 1900 0.3

1.00

1.00 0.850

23 23 1900 3.7 30.0 1 0.0 1.00

20 20 1900 3.7 0.0 1

1.00 0.982

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1850

1883

1601

1850 70 675.7 34.8 1.00 188

1601

1.00 26

1.00 1

1883 70 173.4 8.9 1.00 154

1.00 20

1.00 5

1.00

0 0

1.00 77

0.950 1789 0.950 1789 70 288.3 14.8 1.00 11

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 114

1.00 200

1601

1.00 79

0.950 1789 0.950 1789 40 160.1 14.4 1.00 23

0 No Left

88 No Left 3.7 0.0 2.4

114 No Right

200 No Left

214 No Left 3.7 0.0 2.4

0 No Right

0 No Left

155 No Left 3.7 0.0 2.4

79 No Right

23 No Left 3.7 0.0 2.4

25 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

77 77

11 11 Stop 0% 1.00 11

114 114

200 200

26 26

1 1

5 5

1.00 26

1.00 1

23 23 Stop 0% 1.00 23

20 20

1.00 200

154 154 Free 0% 1.00 154

79 79

1.00 114

188 188 Free 0% 1.00 188

1.00 20

1.00 5

Direction, Lane # Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS

1.00 77

1.00 79

7 None

None

759

770

154

233

214

820

836

201

759 7.1

770 6.5

154 6.2

233 4.1

214 4.1

820 7.1

836 6.5

201 6.2

3.5 71 268

4.0 96 281

3.3 87 892

2.2 85 1335

2.2 100 1356

3.5 90 220

4.0 92 258

3.3 99 840

EB 1 202 77 114 618 0.33 10.8 16.2 C 16.2 C

NB 1 200 200 0 1335 0.15 4.0 8.2 A 3.9

NB 2 214 0 26 1700 0.13 0.0 0.0

SB 1 155 1 0 1356 0.00 0.0 0.1 A 0.0

Intersection Summary Average Delay Intersection Capacity Utilization Analysis Period (min) Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

6.6 41.2% 15

SB 2 79 0 79 1700 0.05 0.0 0.0

SW 1 23 23 0 220 0.10 2.6 23.2 C 20.6 C

ICU Level of Service

SW 2 25 0 5 299 0.08 2.1 18.1 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

270 270 1900 1.00

0 0 1900 1.00

234 234 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

300 No Left 3.7 0.0 4.8

0 No Right

0 No Left

260 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.5% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Free

0.90 300

Free

0.90 260

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2022 Existing.syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

6 6 1900 3.7

68 68 1900 0.3 0.0 0

5 5 1900 3.7

24 24 1900 0.3 0.0 0

71 71 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.876

1.00

1.00 0.951

1.00

8 8 1900 3.7 0.0 0 0.0 0.95

141 141 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

147 147 1900 3.7

1.00 0.881 0.998 1656 0.998 1656 40 160.1 14.4 1.00 6

68 68 1900 3.7 15.0 1 0.0 1.00

0.95

1650

1791

1650 60 308.8 18.5 1.00 5

0.950 1789 0.950 1789

1.00 24

1.00 102

1791 70 534.3 27.5 1.00 147

1.00 71

1.00 8

0.95 0.990 0.998 3536 0.998 3536 70 477.5 24.6 1.00 141

0 No Left

1.75 26

0 0

1.00 3

0.950 1789 0.950 1789

1.00 68

77 No Left 3.7 0.0 2.4

0 No Right

68 No Left

29 No Left 3.7 0.0 2.4

0 No Right

102 No Left

218 No Left 3.7 0.0 2.4

0 No Right

0 No Left

160 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.0% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

6 6 Stop 0% 1.00 6

68 68

24 24

102 102

8 8

1.00 24

1.00 102

1.00 71

1.00 8

141 141 Free 0% 1.00 141

11 11

1.00 68

147 147 Free 0% 1.00 147

71 71

1.00 68

5 5 Stop 0% 1.00 5

1.00 3

None

540

584

544

554

182

152

218

540 7.5

584 6.5

76 6.9

544 7.5

554 6.5

182 6.9

152 4.1

218 4.1

3.5 99 385

4.0 98 389

3.3 93 970

3.5 81 365

4.0 99 405

3.3 97 829

2.2 93 1426

2.2 99 1349

EB 1 77 3 68 825 0.09 2.3 9.8 A 9.8 A

WB 1 68 68 0 365 0.19 5.1 17.1 C 15.1 C

WB 2 29 0 24 702 0.04 1.0 10.3 B

NB 1 102 102 0 1426 0.07 1.8 7.7 A 2.5

NB 2 218 0 71 1700 0.13 0.0 0.0

SB 1 78 8 0 1349 0.01 0.1 0.8 A 0.4

SB 2 82 0 11 1700 0.05 0.0 0.0

4.7 37.0% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

68 68 1900 3.7 1.00 0.965

22 22 1900 3.7 1.00

5 5 1900 3.7 1.00

72 72 1900 3.7 1.00

0 0 1900 0.3 1.00

25 25 1900 3.7 1.00

7 7 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1818

1883

1818 60 308.8 18.5 1.00 2% 68

0.90 2% 6

1.00 0% 0

0.90 2% 28

0.90 2% 8

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 24

0 0 1900 3.7 1.00 0.970 0.963 1759 0.963 1759 40 69.4 6.2 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 72

1.00 0% 0

0 No Left

92 No Left 3.7 0.0 2.4

0 No Right

0 No Left

78 No Left 3.7 0.0 2.4

0 No Right

0 No Left

36 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.9% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

68 68 Free 0% 1.00 68

22 22

5 5

0 0

25 25

0 0

1.00 0

0.90 28

0.90 8

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 6

0 0 Stop 0% 0.90 0

7 7

0.90 24

72 72 Free 0% 1.00 72

1.00 0

None

164

172

176

72 4.1

92 4.1

164 7.1

164 6.5

80 6.2

172 7.1

176 6.5

72 6.2

2.2 100 1541

2.2 100 1503

3.5 96 798

4.0 100 726

3.3 99 980

3.5 100 787

4.0 100 715

3.3 100 996

EB 1 92 0 24 1541 0.00 0.0 0.0 0.0

WB 1 78 6 0 1503 0.00 0.1 0.6 A 0.6

NB 1 36 28 8 833 0.04 1.0 9.5 A 9.5 A 1.9 17.9% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

310 310 1900 3.7

69 69 1900 3.7 130.0 1

386 386 1900 3.7

6 6 1900 0.3 0.0 0

36 36 1900 3.7 10.0 1

2 2 1900 3.7 10.0 1

1.00 0.998

1.00

1.00 0.850

4 4 1900 0.3 0.0 0 0.0 1.00

4 4 1900 3.7

1.00 0.850

96 96 1900 0.3 0.0 0 0.0 1.00

15 15 1900 3.7

1.00

85 85 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1880

1880 70 245.1 12.6 1.00 386

0 0

1.00 8

0.999 1882 0.999 1882 70 263.2 13.5 1.00 310

1601

0.950 1789 0.950 1789

1.00 69

1.00 85

1601

1.00 6

0.959 1806 0.959 0 1806 70 1595.3 82.0 1.00 1.00 96 15 0

1601

1.00 36

1.00 4

0.976 1838 0.976 1838 70 138.7 7.1 1.00 4

1601 1601

1.00 2

0 No Left

318 No Left 3.7 0.0 2.4

69 No Right

85 No Left

392 No Left 3.7 0.0 2.4

0 No Right

0 No Left

111 No Left 0.0 0.0 2.4

36 No Right

0 No Left

8 No Left 0.0 0.0 2.4

2 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Free

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

310 310 Free 0% 1.00 310

69 69

85 85

6 6

96 96

4 4

1.00 6

1.00 96

1.00 36

1.00 4

4 4 Stop 0% 1.00 4

2 2

1.00 85

15 15 Stop 0% 1.00 15

36 36

1.00 69

386 386 Free 0% 1.00 386

1.00 8

1 None

1.00 2

None

392

379

885

888

310

910

954

389

392 4.1

379 4.1

885 7.1

888 6.5

310 6.2

910 7.1

954 6.5

389 6.2

2.2 99 1167

2.2 93 1179

3.5 61 246

4.0 94 261

3.3 95 730

3.5 98 218

4.0 98 238

3.3 100 659

EB 1 318 8 0 1167 0.01 0.2 0.3 A 0.2

EB 2 69 0 69 1700 0.04 0.0 0.0

WB 1 85 85 0 1179 0.07 1.8 8.3 A 1.5

4.8 60.2% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

WB 2 392 0 6 1700 0.23 0.0 0.0

NB 1 147 96 36 312 0.47 18.2 26.4 D 26.4 D

SB 1 10 4 2 285 0.04 0.8 19.2 C 19.2 C

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

94 94 1900 0.3

11 11 1900 3.7 0.0 1 0.0 1.00

121 121 1900 3.7 50.0 1

212 212 1900 3.7 105.0 1 0.0 1.00

232 232 1900 3.7

26 26 1900 0.3 0.0 0

184 184 1900 3.7

92 92 1900 3.7 35.0 1

5 5 1900 0.3

1.00

1.00 0.850

23 23 1900 3.7 30.0 1 0.0 1.00

20 20 1900 3.7 0.0 1

1.00 0.985

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1855

1883

1601

1855 70 675.7 34.8 1.00 232

1601

1.00 26

1.00 1

1883 70 173.4 8.9 1.00 184

1.00 20

1.00 5

1.00

0 0

1.00 94

0.950 1789 0.950 1789 70 288.3 14.8 1.00 11

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 121

1.00 212

1601

1.00 92

0.950 1789 0.950 1789 40 160.1 14.4 1.00 23

0 No Left

105 No Left 3.7 0.0 2.4

121 No Right

212 No Left

258 No Left 3.7 0.0 2.4

0 No Right

0 No Left

185 No Left 3.7 0.0 2.4

92 No Right

23 No Left 3.7 0.0 2.4

25 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.0% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

94 94

11 11 Stop 0% 1.00 11

121 121

212 212

26 26

1 1

5 5

1.00 26

1.00 1

23 23 Stop 0% 1.00 23

20 20

1.00 212

184 184 Free 0% 1.00 184

92 92

1.00 121

232 232 Free 0% 1.00 232

1.00 20

1.00 5

1.00 94

1.00 92

7 None

None

857

868

184

276

258

921

947

245

857 7.1

868 6.5

184 6.2

276 4.1

258 4.1

921 7.1

947 6.5

245 6.2

3.5 58 224

4.0 95 242

3.3 86 858

2.2 84 1287

2.2 100 1307

3.5 87 182

4.0 91 218

3.3 99 794

EB 1 226 94 121 487 0.46 18.4 21.1 C 21.1 C

NB 1 212 212 0 1287 0.16 4.5 8.3 A 3.8

NB 2 258 0 26 1700 0.15 0.0 0.0

SB 1 185 1 0 1307 0.00 0.0 0.0 A 0.0

7.5 46.0% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

SB 2 92 0 92 1700 0.05 0.0 0.0

SW 1 23 23 0 182 0.13 3.2 27.6 D 24.0 C

ICU Level of Service

SW 2 25 0 5 255 0.10 2.5 20.6 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

331 331 1900 1.00

0 0 1900 1.00

277 277 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

368 No Left 3.7 0.0 4.8

0 No Right

0 No Left

308 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.8% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Free

0.90 368

Free

0.90 308

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2025 Future BG (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3 1900 0.3 0.0 0 0.0 1.00

6 6 1900 3.7

68 68 1900 0.3 0.0 0

5 5 1900 3.7

39 39 1900 0.3 0.0 0

133 133 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.867

1.00

1.00 0.929

1.00

36 36 1900 3.7 0.0 0 0.0 0.95

141 141 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

147 147 1900 3.7

1.00 0.881 0.998 1656 0.998 1656 40 160.1 14.4 1.00 6

102 102 1900 3.7 15.0 1 0.0 1.00

0.95

1633

1750

1633 60 308.8 18.5 1.00 5

0.950 1789 0.950 1789

1.00 39

1.00 102

1750 70 534.3 27.5 1.00 147

1.00 133

1.00 36

0.95 0.991 0.991 3514 0.991 3514 70 477.5 24.6 1.00 141

0 No Left

1.75 26

0 0

1.00 3

0.950 1789 0.950 1789

1.00 68

1.00 102

77 No Left 3.7 0.0 2.4

0 No Right

102 No Left

44 No Left 3.7 0.0 2.4

0 No Right

102 No Left

280 No Left 3.7 0.0 2.4

0 No Right

0 No Left

188 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.5% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

3 3

6 6 Stop 0% 1.00 6

68 68

102 102

39 39

102 102

36 36

1.00 39

1.00 102

1.00 133

1.00 36

141 141 Free 0% 1.00 141

11 11

1.00 102

147 147 Free 0% 1.00 147

133 133

1.00 68

5 5 Stop 0% 1.00 5

1.00 3

None

611

702

631

642

214

152

280

611 7.5

702 6.5

76 6.9

631 7.5

642 6.5

214 6.9

152 4.1

280 4.1

3.5 99 329

4.0 98 325

3.3 93 970

3.5 67 310

4.0 99 353

3.3 95 792

2.2 93 1426

2.2 97 1280

EB 1 77 3 68 788 0.10 2.5 10.1 B 10.1 B

WB 1 102 102 0 310 0.33 10.6 22.2 C 18.7 C

WB 2 44 0 39 694 0.06 1.5 10.5 B

NB 1 102 102 0 1426 0.07 1.8 7.7 A 2.1

NB 2 280 0 133 1700 0.16 0.0 0.0

SB 1 106 36 0 1280 0.03 0.7 2.8 A 1.6

SB 2 82 0 11 1700 0.05 0.0 0.0

5.8 43.5% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

90 90 1900 0.3 1.00

68 68 1900 3.7 1.00 0.982 0.976 1823 0.976 1823 60 308.8 18.5 1.00 2% 68

22 22 1900 3.7 1.00

5 5 1900 3.7 1.00

72 72 1900 3.7 1.00

0 0 1900 0.3 1.00

25 25 1900 3.7 1.00

7 7 1900 3.7 1.00

0 0 1900 3.7 1.00

3 3 1900 3.7 1.00 0.872

54 54 1900 0.3 1.00

1673

0.90 2% 6

1.00 0% 0

0.90 2% 28

0.90 2% 8

1.00 0% 0

1673 40 68.2 6.1 0.90 2% 3

0.90 2% 24

9 9 1900 3.7 1.00 0.977 0.970 1785 0.970 1785 40 69.4 6.2 0.90 2% 10

0 No Left

182 No Left 3.7 0.0 2.4

0 No Right

0 No Left

78 No Left 3.7 0.0 2.4

0 No Right

0 No Left

46 No Left 0.0 0.0 4.8

0 No Right

0 No Left

57 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 0% 90

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.2% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 72

Free

Stop

1.00 0% 54

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

90 90

68 68 Free 0% 1.00 68

22 22

5 5

0 0

25 25

0 0

1.00 0

0.90 28

0.90 8

1.00 0

3 3 Stop 0% 0.90 3

54 54

0.90 6

9 9 Stop 0% 0.90 10

7 7

0.90 24

72 72 Free 0% 1.00 72

1.00 54

1.00 90

None

400

344

357

356

72 4.1

92 4.1

400 7.1

344 6.5

80 6.2

357 7.1

356 6.5

72 6.2

2.2 94 1541

2.2 100 1503

3.5 94 503

4.0 98 543

3.3 99 980

3.5 100 561

4.0 99 534

3.3 95 996

EB 1 182 90 24 1541 0.06 1.4 3.9 A 3.9

WB 1 78 6 0 1503 0.00 0.1 0.6 A 0.6

NB 1 46 28 8 559 0.08 2.0 12.0 B 12.0 B 5.0 32.2% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

SB 1 57 0 54 953 0.06 1.4 9.0 A 9.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8 1900 0.3 0.0 0 0.0 1.00

310 310 1900 3.7

74 74 1900 3.7 130.0 1

386 386 1900 3.7

6 6 1900 0.3 0.0 0

43 43 1900 3.7 10.0 1

2 2 1900 3.7 10.0 1

1.00 0.998

1.00

1.00 0.850

4 4 1900 0.3 0.0 0 0.0 1.00

4 4 1900 3.7

1.00 0.850

99 99 1900 0.3 0.0 0 0.0 1.00

15 15 1900 3.7

1.00

97 97 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1880

1880 70 245.1 12.6 1.00 386

0 0

1.00 8

0.999 1882 0.999 1882 70 263.2 13.5 1.00 310

1601

0.950 1789 0.950 1789

1.00 74

1.00 97

1601

1.00 6

0.958 1804 0.958 0 1804 70 1595.3 82.0 1.00 1.00 99 15 0

1601

1.00 43

1.00 4

0.976 1838 0.976 1838 70 138.7 7.1 1.00 4

1601 1601

1.00 2

0 No Left

318 No Left 3.7 0.0 2.4

74 No Right

97 No Left

392 No Left 3.7 0.0 2.4

0 No Right

0 No Left

114 No Left 0.0 0.0 2.4

43 No Right

0 No Left

8 No Left 0.0 0.0 2.4

2 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

Free

Stop

ICU Level of Service B

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

8 8

310 310 Free 0% 1.00 310

74 74

97 97

6 6

99 99

4 4

1.00 6

1.00 99

1.00 43

1.00 4

4 4 Stop 0% 1.00 4

2 2

1.00 97

15 15 Stop 0% 1.00 15

43 43

1.00 74

386 386 Free 0% 1.00 386

1.00 8

1 None

1.00 2

None

392

384

909

912

310

938

983

389

392 4.1

384 4.1

909 7.1

912 6.5

310 6.2

938 7.1

983 6.5

389 6.2

2.2 99 1167

2.2 92 1174

3.5 58 235

4.0 94 249

3.3 94 730

3.5 98 205

4.0 98 227

3.3 100 659

EB 1 318 8 0 1167 0.01 0.2 0.3 A 0.2

EB 2 74 0 74 1700 0.04 0.0 0.0

WB 1 97 97 0 1174 0.08 2.0 8.3 A 1.7

5.3 60.4% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

WB 2 392 0 6 1700 0.23 0.0 0.0

NB 1 157 99 43 308 0.51 20.7 28.2 D 28.2 D

SB 1 10 4 2 270 0.04 0.9 20.0 C 20.0 C

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

108 108 1900 0.3

11 11 1900 3.7 0.0 1 0.0 1.00

121 121 1900 3.7 50.0 1

212 212 1900 3.7 105.0 1 0.0 1.00

280 280 1900 3.7

35 35 1900 0.3 0.0 0

214 214 1900 3.7

100 100 1900 3.7 35.0 1

5 5 1900 0.3

1.00

1.00 0.850

26 26 1900 3.7 30.0 1 0.0 1.00

20 20 1900 3.7 0.0 1

1.00 0.983

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1851

1883

1601

1851 70 675.7 34.8 1.00 280

1601

1.00 35

1.00 1

1883 70 173.4 8.9 1.00 214

1.00 20

1.00 5

1.00

0 0

1.00 108

0.950 1789 0.950 1789 70 288.3 14.8 1.00 11

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 121

1.00 212

1601

1.00 100

0.950 1789 0.950 1789 40 160.1 14.4 1.00 26

0 No Left

119 No Left 3.7 0.0 2.4

121 No Right

212 No Left

315 No Left 3.7 0.0 2.4

0 No Right

0 No Left

215 No Left 3.7 0.0 2.4

100 No Right

26 No Left 3.7 0.0 2.4

25 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 51.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

108 108

11 11 Stop 0% 1.00 11

121 121

212 212

35 35

1 1

5 5

1.00 35

1.00 1

26 26 Stop 0% 1.00 26

20 20

1.00 212

214 214 Free 0% 1.00 214

100 100

1.00 121

280 280 Free 0% 1.00 280

1.00 20

1.00 5

1.00 108

1.00 100

7 None

None

935

955

214

314

315

1004

1038

298

935 7.1

955 6.5

214 6.2

314 4.1

315 4.1

1004 7.1

1038 6.5

298 6.2

3.5 45 196

4.0 95 214

3.3 85 826

2.2 83 1246

2.2 100 1245

3.5 83 157

4.0 90 192

3.3 99 742

EB 1 240 108 121 398 0.60 29.0 28.7 D 28.7 D

NB 1 212 212 0 1246 0.17 4.7 8.5 A 3.4

NB 2 315 0 35 1700 0.19 0.0 0.0

SB 1 215 1 0 1245 0.00 0.0 0.0 A 0.0

8.9 51.4% 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

SB 2 100 0 100 1700 0.06 0.0 0.0

SW 1 26 26 0 157 0.17 4.4 32.3 D 27.8 D

ICU Level of Service

SW 2 25 0 5 225 0.11 2.8 23.0 C

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

331 331 1900 1.00

0 0 1900 1.00

393 393 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

368 No Left 3.7 0.0 4.8

0 No Right

0 No Left

437 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.0% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

Free

0.90 368

Free

0.90 437

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2025 Future Total (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4 1900 0.3 0.0 0 0.0 1.00

8 8 1900 3.7

83 83 1900 0.3 0.0 0

6 6 1900 3.7

30 30 1900 0.3 0.0 0

71 71 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.875

1.00

1.00 0.968

1.00

8 8 1900 3.7 0.0 0 0.0 0.95

220 220 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

262 262 1900 3.7

1.00 0.882 0.998 1658 0.998 1658 40 160.1 14.4 1.00 8

83 83 1900 3.7 15.0 1 0.0 1.00

0.95

1648

1823

1648 60 308.8 18.5 1.00 6

0.950 1789 0.950 1789

1.00 30

1.00 102

1823 70 534.3 27.5 1.00 262

1.00 71

1.00 8

0.95 0.993 0.998 3546 0.998 3546 70 477.5 24.6 1.00 220

0 No Left

1.75 26

0 0

1.00 4

0.950 1789 0.950 1789

1.00 83

95 No Left 3.7 0.0 2.4

0 No Right

83 No Left

36 No Left 3.7 0.0 2.4

0 No Right

102 No Left

333 No Left 3.7 0.0 2.4

0 No Right

0 No Left

239 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 46.0% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

8 8 Stop 0% 1.00 8

83 83

30 30

102 102

8 8

1.00 30

1.00 102

1.00 71

1.00 8

220 220 Free 0% 1.00 220

11 11

1.00 83

262 262 Free 0% 1.00 262

71 71

1.00 83

6 6 Stop 0% 1.00 6

1.00 4

None

740

778

116

714

748

298

231

333

740 7.5

778 6.5

116 6.9

714 7.5

748 6.5

298 6.9

231 4.1

333 4.1

3.5 99 269

4.0 97 299

3.3 91 915

3.5 69 266

4.0 98 311

3.3 96 699

2.2 92 1334

2.2 99 1223

EB 1 95 4 83 718 0.13 3.5 10.8 B 10.8 B

WB 1 83 83 0 266 0.31 9.8 24.6 C 20.7 C

WB 2 36 0 30 579 0.06 1.5 11.6 B

NB 1 102 102 0 1334 0.08 1.9 7.9 A 1.9

NB 2 333 0 71 1700 0.20 0.0 0.0

SB 1 118 8 0 1223 0.01 0.2 0.6 A 0.3

SB 2 121 0 11 1700 0.07 0.0 0.0

4.9 46.0% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

83 83 1900 3.7 1.00 0.964

27 27 1900 3.7 1.00

6 6 1900 3.7 1.00

88 88 1900 3.7 1.00

0 0 1900 0.3 1.00

31 31 1900 3.7 1.00

9 9 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1816

1883

1816 60 308.8 18.5 1.00 2% 83

0.90 2% 7

1.00 0% 0

0.90 2% 34

0.90 2% 10

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 30

0 0 1900 3.7 1.00 0.969 0.963 1758 0.963 1758 40 69.4 6.2 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 88

1.00 0% 0

0 No Left

113 No Left 3.7 0.0 2.4

0 No Right

0 No Left

95 No Left 3.7 0.0 2.4

0 No Right

0 No Left

44 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.6% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

83 83 Free 0% 1.00 83

27 27

6 6

0 0

31 31

0 0

1.00 0

0.90 34

0.90 10

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 7

0 0 Stop 0% 0.90 0

9 9

0.90 30

88 88 Free 0% 1.00 88

1.00 0

None

113

200

210

215

88 4.1

113 4.1

200 7.1

200 6.5

98 6.2

210 7.1

215 6.5

88 6.2

2.2 100 1520

2.2 100 1476

3.5 96 756

4.0 100 693

3.3 99 958

3.5 100 741

4.0 100 679

3.3 100 976

EB 1 113 0 30 1520 0.00 0.0 0.0 0.0

WB 1 95 7 0 1476 0.00 0.1 0.6 A 0.6

NB 1 44 34 10 794 0.06 1.3 9.8 A 9.8 A 1.9 19.6% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1900 0.3 0.0 0 0.0 1.00

378 378 1900 3.7

120 120 1900 3.7 130.0 1

471 471 1900 3.7

8 8 1900 0.3 0.0 0

66 66 1900 3.7 10.0 1

3 3 1900 3.7 10.0 1

1.00 0.997

1.00

1.00 0.850

5 5 1900 0.3 0.0 0 0.0 1.00

5 5 1900 3.7

1.00 0.850

139 139 1900 0.3 0.0 0 0.0 1.00

18 18 1900 3.7

1.00

139 139 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1878

1878 70 245.1 12.6 1.00 471

0 0

1.00 10

0.999 1882 0.999 1882 70 263.2 13.5 1.00 378

1601

0.950 1789 0.950 1789

1.00 120

1.00 139

1601

1.00 8

0.958 1804 0.958 0 1804 70 1595.3 82.0 1.00 1.00 139 18 0

1601

1.00 66

1.00 5

0.976 1838 0.976 1838 70 138.7 7.1 1.00 5

1601 1601

1.00 3

0 No Left

388 No Left 3.7 0.0 2.4

120 No Right

139 No Left

479 No Left 3.7 0.0 2.4

0 No Right

0 No Left

157 No Left 0.0 0.0 2.4

66 No Right

0 No Left

10 No Left 0.0 0.0 2.4

3 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.0% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Free

Stop

ICU Level of Service C

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10

378 378 Free 0% 1.00 378

120 120

139 139

8 8

139 139

5 5

1.00 8

1.00 139

1.00 66

1.00 5

5 5 Stop 0% 1.00 5

3 3

1.00 139

18 18 Stop 0% 1.00 18

66 66

1.00 120

471 471 Free 0% 1.00 471

1.00 10

1 None

1.00 3

None

479

498

1151

1155

378

1193

1271

475

479 4.1

498 4.1

1151 7.1

1155 6.5

378 6.2

1193 7.1

1271 6.5

475 6.2

2.2 99 1083

2.2 87 1066

3.5 8 152

4.0 89 170

3.3 90 669

3.5 96 121

4.0 97 145

3.3 99 590

EB 1 388 10 0 1083 0.01 0.2 0.3 A 0.2

EB 2 120 0 120 1700 0.07 0.0 0.0

WB 1 139 139 0 1066 0.13 3.4 8.9 A 2.0

24.9 71.0% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

WB 2 479 0 8 1700 0.28 0.0 0.0

NB 1 223 139 66 202 1.11 80.4 144.1 F 144.1 F

SB 1 13 5 3 173 0.08 1.8 28.9 D 28.9 D

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

137 137 1900 0.3

11 11 1900 3.7 0.0 1 0.0 1.00

147 147 1900 3.7 50.0 1

259 259 1900 3.7 105.0 1 0.0 1.00

343 343 1900 3.7

26 26 1900 0.3 0.0 0

259 259 1900 3.7

125 125 1900 3.7 35.0 1

5 5 1900 0.3

1.00

1.00 0.850

23 23 1900 3.7 30.0 1 0.0 1.00

20 20 1900 3.7 0.0 1

1.00 0.989

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1863

1883

1601

1863 70 675.7 34.8 1.00 343

1601

1.00 26

1.00 1

1883 70 173.4 8.9 1.00 259

1.00 20

1.00 5

1.00

0 0

1.00 137

0.950 1789 0.950 1789 70 288.3 14.8 1.00 11

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 147

1.00 259

1601

1.00 125

0.950 1789 0.950 1789 40 160.1 14.4 1.00 23

0 No Left

148 No Left 3.7 0.0 2.4

147 No Right

259 No Left

369 No Left 3.7 0.0 2.4

0 No Right

0 No Left

260 No Left 3.7 0.0 2.4

125 No Right

23 No Left 3.7 0.0 2.4

25 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 58.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Free

ICU Level of Service B

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

137 137

11 11 Stop 0% 1.00 11

147 147

259 259

26 26

1 1

5 5

1.00 26

1.00 1

23 23 Stop 0% 1.00 23

20 20

1.00 259

259 259 Free 0% 1.00 259

125 125

1.00 147

343 343 Free 0% 1.00 343

1.00 20

1.00 5

1.00 137

1.00 125

7 None

None

1137

1148

259

384

369

1214

1260

356

1137 7.1

1148 6.5

259 6.2

384 4.1

369 4.1

1214 7.1

1260 6.5

356 6.2

3.5 0 131

4.0 93 155

3.3 81 780

2.2 78 1174

2.2 100 1190

3.5 77 101

4.0 85 133

3.3 99 688

EB 1 295 137 147 260 1.14 98.5 139.1 F 139.1 F

NB 1 259 259 0 1174 0.22 6.4 8.9 A 3.7

NB 2 369 0 26 1700 0.22 0.0 0.0

SB 1 260 1 0 1190 0.00 0.0 0.0 A 0.0

33.4 58.2% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

SB 2 125 0 125 1700 0.07 0.0 0.0

SW 1 23 23 0 101 0.23 6.2 50.8 F 41.0 E

ICU Level of Service

SW 2 25 0 5 158 0.16 4.1 32.0 D

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

485 485 1900 1.00

0 0 1900 1.00

385 385 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

539 No Left 3.7 0.0 4.8

0 No Right

0 No Left

428 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.9% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Free

0.90 539

Free

0.90 428

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2035 Future BG (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4 1900 0.3 0.0 0 0.0 1.00

8 8 1900 3.7

83 83 1900 0.3 0.0 0

6 6 1900 3.7

48 48 1900 0.3 0.0 0

139 139 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.867

1.00

1.00 0.948

1.00

38 38 1900 3.7 0.0 0 0.0 0.95

220 220 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

262 262 1900 3.7

1.00 0.882 0.998 1658 0.998 1658 40 160.1 14.4 1.00 8

125 125 1900 3.7 15.0 1 0.0 1.00

0.95

1633

1786

1633 60 308.8 18.5 1.00 6

0.950 1789 0.950 1789

1.00 48

1.00 102

1786 70 534.3 27.5 1.00 262

1.00 139

1.00 38

0.95 0.994 0.993 3532 0.993 3532 70 477.5 24.6 1.00 220

0 No Left

1.75 26

0 0

1.00 4

0.950 1789 0.950 1789

1.00 83

1.00 125

95 No Left 3.7 0.0 2.4

0 No Right

125 No Left

54 No Left 3.7 0.0 2.4

0 No Right

102 No Left

401 No Left 3.7 0.0 2.4

0 No Right

0 No Left

269 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.4% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

4 4

8 8 Stop 0% 1.00 8

83 83

125 125

48 48

102 102

38 38

1.00 48

1.00 102

1.00 139

1.00 38

220 220 Free 0% 1.00 220

11 11

1.00 125

262 262 Free 0% 1.00 262

139 139

1.00 83

6 6 Stop 0% 1.00 6

1.00 4

None

818

906

116

808

842

332

231

401

818 7.5

906 6.5

116 6.9

808 7.5

842 6.5

332 6.9

231 4.1

401 4.1

3.5 98 224

4.0 97 245

3.3 91 915

3.5 44 222

4.0 98 267

3.3 93 664

2.2 92 1334

2.2 97 1154

EB 1 95 4 83 673 0.14 3.7 11.2 B 11.2 B

WB 1 125 125 0 222 0.56 23.5 40.4 E 31.8 D

WB 2 54 0 48 570 0.09 2.4 12.0 B

NB 1 102 102 0 1334 0.08 1.9 7.9 A 1.6

NB 2 401 0 139 1700 0.24 0.0 0.0

SB 1 148 38 0 1154 0.03 0.8 2.3 A 1.3

SB 2 121 0 11 1700 0.07 0.0 0.0

7.6 53.4% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

98 98 1900 0.3 1.00

83 83 1900 3.7 1.00 0.981 0.977 1822 0.977 1822 60 308.8 18.5 1.00 2% 83

27 27 1900 3.7 1.00

6 6 1900 3.7 1.00

88 88 1900 3.7 1.00

0 0 1900 0.3 1.00

31 31 1900 3.7 1.00

9 9 1900 3.7 1.00

0 0 1900 3.7 1.00

4 4 1900 3.7 1.00 0.873

60 60 1900 0.3 1.00

1675

0.90 2% 7

1.00 0% 0

0.90 2% 34

0.90 2% 10

1.00 0% 0

1675 40 68.2 6.1 0.90 2% 4

0.90 2% 30

9 9 1900 3.7 1.00 0.975 0.969 1779 0.969 1779 40 69.4 6.2 0.90 2% 10

0 No Left

211 No Left 3.7 0.0 2.4

0 No Right

0 No Left

95 No Left 3.7 0.0 2.4

0 No Right

0 No Left

54 No Left 0.0 0.0 4.8

0 No Right

0 No Left

64 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 0% 98

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.2% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 88

Free

Stop

1.00 0% 60

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

98 98

83 83 Free 0% 1.00 83

27 27

6 6

0 0

31 31

0 0

1.00 0

0.90 34

0.90 10

1.00 0

4 4 Stop 0% 0.90 4

60 60

0.90 7

9 9 Stop 0% 0.90 10

9 9

0.90 30

88 88 Free 0% 1.00 88

1.00 60

1.00 98

None

113

458

396

411

88 4.1

113 4.1

458 7.1

396 6.5

98 6.2

411 7.1

411 6.5

88 6.2

2.2 94 1520

2.2 100 1476

3.5 93 453

4.0 98 504

3.3 99 958

3.5 100 512

4.0 99 494

3.3 94 976

EB 1 211 98 30 1520 0.06 1.6 3.8 A 3.8

WB 1 95 7 0 1476 0.00 0.1 0.6 A 0.6

NB 1 54 34 10 513 0.11 2.7 12.8 B 12.8 B 5.0 34.2% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

SB 1 64 0 60 920 0.07 1.7 9.2 A 9.2 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10 1900 0.3 0.0 0 0.0 1.00

378 378 1900 3.7

125 125 1900 3.7 130.0 1

471 471 1900 3.7

8 8 1900 0.3 0.0 0

74 74 1900 3.7 10.0 1

3 3 1900 3.7 10.0 1

1.00 0.997

1.00

1.00 0.850

5 5 1900 0.3 0.0 0 0.0 1.00

5 5 1900 3.7

1.00 0.850

142 142 1900 0.3 0.0 0 0.0 1.00

18 18 1900 3.7

1.00

152 152 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1878

1878 70 245.1 12.6 1.00 471

0 0

1.00 10

0.999 1882 0.999 1882 70 263.2 13.5 1.00 378

1601

0.950 1789 0.950 1789

1.00 125

1.00 152

1601

1.00 8

0.958 1804 0.958 0 1804 70 1595.3 82.0 1.00 1.00 142 18 0

1601

1.00 74

1.00 5

0.976 1838 0.976 1838 70 138.7 7.1 1.00 5

1601 1601

1.00 3

0 No Left

388 No Left 3.7 0.0 2.4

125 No Right

152 No Left

479 No Left 3.7 0.0 2.4

0 No Right

0 No Left

160 No Left 0.0 0.0 2.4

74 No Right

0 No Left

10 No Left 0.0 0.0 2.4

3 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.2% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

Free

Stop

ICU Level of Service C

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

10 10

378 378 Free 0% 1.00 378

125 125

152 152

8 8

142 142

5 5

1.00 8

1.00 142

1.00 74

1.00 5

5 5 Stop 0% 1.00 5

3 3

1.00 152

18 18 Stop 0% 1.00 18

74 74

1.00 125

471 471 Free 0% 1.00 471

1.00 10

1 None

1.00 3

None

479

503

1177

1181

378

1223

1302

475

479 4.1

503 4.1

1177 7.1

1181 6.5

378 6.2

1223 7.1

1302 6.5

475 6.2

2.2 99 1083

2.2 86 1061

3.5 1 144

4.0 89 161

3.3 89 669

3.5 96 113

4.0 96 136

3.3 99 590

EB 1 388 10 0 1083 0.01 0.2 0.3 A 0.2

EB 2 125 0 125 1700 0.07 0.0 0.0

WB 1 152 152 0 1061 0.14 3.8 9.0 A 2.2

31.0 71.2% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

WB 2 479 0 8 1700 0.28 0.0 0.0

NB 1 234 142 74 196 1.20 91.6 176.1 F 176.1 F

SB 1 13 5 3 162 0.08 2.0 30.6 D 30.6 D

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

152 152 1900 0.3

11 11 1900 3.7 0.0 1 0.0 1.00

147 147 1900 3.7 50.0 1

259 259 1900 3.7 105.0 1 0.0 1.00

396 396 1900 3.7

35 35 1900 0.3 0.0 0

292 292 1900 3.7

134 134 1900 3.7 35.0 1

5 5 1900 0.3

1.00

1.00 0.850

27 27 1900 3.7 30.0 1 0.0 1.00

20 20 1900 3.7 0.0 1

1.00 0.988

1 1 1900 0.3 0.0 0 0.0 1.00

1.00 0.850

1.00

1861

1883

1601

1861 70 675.7 34.8 1.00 396

1601

1.00 35

1.00 1

1883 70 173.4 8.9 1.00 292

1.00 20

1.00 5

1.00

0 0

1.00 152

0.950 1789 0.950 1789 70 288.3 14.8 1.00 11

1.00 0.850

1601

0.950 1789 0.950 1789

1.00 147

1.00 259

1601

1.00 134

0.950 1789 0.950 1789 40 160.1 14.4 1.00 27

0 No Left

163 No Left 3.7 0.0 2.4

147 No Right

259 No Left

431 No Left 3.7 0.0 2.4

0 No Right

0 No Left

293 No Left 3.7 0.0 2.4

134 No Right

27 No Left 3.7 0.0 2.4

25 No Right

0 No Right

1.75 26

0.99 26 Stop

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

0.99 26 Stop

0.99 14

1.75 14

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 64.1% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

Free

ICU Level of Service C

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 4: Starkey Rd / Range Rd 251 & Bellerose Dr & Pinnacle Way

04-01-2025

EBL2

EBL

EBR

NBL

NBT

NBR

SBL

SBT

SBR

SWL

SWR

SWR2

152 152

11 11 Stop 0% 1.00 11

147 147

259 259

35 35

1 1

5 5

1.00 35

1.00 1

27 27 Stop 0% 1.00 27

20 20

1.00 259

292 292 Free 0% 1.00 292

134 134

1.00 147

396 396 Free 0% 1.00 396

1.00 20

1.00 5

1.00 152

1.00 134

7 None

None

1223

1243

292

426

431

1304

1360

414

1223 7.1

1243 6.5

292 6.2

426 4.1

431 4.1

1304 7.1

1360 6.5

414 6.2

3.5 0 111

4.0 92 134

3.3 80 747

2.2 77 1133

2.2 100 1129

3.5 68 85

4.0 83 114

3.3 99 639

EB 1 310 152 147 200 1.55 149.2 312.4 F 312.4 F

NB 1 259 259 0 1133 0.23 6.7 9.1 A 3.4

NB 2 431 0 35 1700 0.25 0.0 0.0

SB 1 293 1 0 1129 0.00 0.0 0.0 A 0.0

68.9 64.1% 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

SB 2 134 0 134 1700 0.08 0.0 0.0

SW 1 27 27 0 85 0.32 9.1 65.7 F 51.9 F

ICU Level of Service

SW 2 25 0 5 137 0.18 4.9 37.1 E

Synchro 11 Report Page 8

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

553 553 1900 1.00

0 0 1900 1.00

427 427 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

614 No Left 3.7 0.0 4.8

0 No Right

0 No Left

474 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.4% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

Free

0.90 614

Free

0.90 474

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 9

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2035 Future Total (Adj).syn

Synchro 11 Report Page 10

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5 1900 0.3 0.0 0 0.0 1.00

9 9 1900 3.7

101 101 1900 0.3 0.0 0

8 8 1900 3.7

36 36 1900 0.3 0.0 0

71 71 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.877

1.00

1.00 0.970

1.00

8 8 1900 3.7 0.0 0 0.0 0.95

250 250 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

290 290 1900 3.7

1.00 0.881 0.998 1656 0.998 1656 40 160.1 14.4 1.00 9

101 101 1900 3.7 15.0 1 0.0 1.00

0.95

1652

1827

1652 60 308.8 18.5 1.00 8

0.950 1789 0.950 1789

1.00 36

1.00 102

1827 70 534.3 27.5 1.00 290

1.00 71

1.00 8

0.95 0.994 0.999 3554 0.999 3554 70 477.5 24.6 1.00 250

0 No Left

1.75 26

0 0

1.00 5

0.950 1789 0.950 1789

1.00 101

115 No Left 3.7 0.0 2.4

0 No Right

101 No Left

44 No Left 3.7 0.0 2.4

0 No Right

102 No Left

361 No Left 3.7 0.0 2.4

0 No Right

0 No Left

269 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 49.3% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service A

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

9 9 Stop 0% 1.00 9

101 101

36 36

102 102

8 8

1.00 36

1.00 102

1.00 71

1.00 8

250 250 Free 0% 1.00 250

11 11

1.00 101

290 290 Free 0% 1.00 290

71 71

1.00 101

8 8 Stop 0% 1.00 8

1.00 5

None

806

836

130

776

806

326

261

361

806 7.5

836 6.5

130 6.9

776 7.5

806 6.5

326 6.9

261 4.1

361 4.1

3.5 98 237

4.0 97 276

3.3 89 895

3.5 57 233

4.0 97 287

3.3 95 670

2.2 92 1300

2.2 99 1194

EB 1 115 5 101 690 0.17 4.5 11.3 B 11.3 B

WB 1 101 101 0 233 0.43 15.6 31.9 D 25.9 D

WB 2 44 0 36 539 0.08 2.0 12.3 B

NB 1 102 102 0 1300 0.08 1.9 8.0 A 1.8

NB 2 361 0 71 1700 0.21 0.0 0.0

SB 1 133 8 0 1194 0.01 0.2 0.5 A 0.3

SB 2 136 0 11 1700 0.08 0.0 0.0

6.0 49.3% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 0.3 1.00

101 101 1900 3.7 1.00 0.964

33 33 1900 3.7 1.00

8 8 1900 3.7 1.00

107 107 1900 3.7 1.00

0 0 1900 0.3 1.00

38 38 1900 3.7 1.00

11 11 1900 3.7 1.00

0 0 1900 3.7 1.00

0 0 1900 0.3 1.00

1816

1883

1816 60 308.8 18.5 1.00 2% 101

0.90 2% 9

1.00 0% 0

0.90 2% 42

0.90 2% 12

1.00 0% 0

1883 40 68.2 6.1 0.90 2% 0

0.90 2% 37

0 0 1900 3.7 1.00 0.970 0.963 1759 0.963 1759 40 69.4 6.2 0.90 2% 0

1.00 0% 0

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 107

1.00 0% 0

0 No Left

138 No Left 3.7 0.0 2.4

0 No Right

0 No Left

116 No Left 3.7 0.0 2.4

0 No Right

0 No Left

54 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 22.2% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

Free

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0

101 101 Free 0% 1.00 101

33 33

8 8

0 0

38 38

0 0

1.00 0

0.90 42

0.90 12

1.00 0

0 0 Stop 0% 0.90 0

0 0

0.90 9

0 0 Stop 0% 0.90 0

11 11

0.90 37

107 107 Free 0% 1.00 107

1.00 0

None

107

138

244

120

256

263

107

107 4.1

138 4.1

244 7.1

244 6.5

120 6.2

256 7.1

263 6.5

107 6.2

2.2 100 1497

2.2 99 1446

3.5 94 706

4.0 100 653

3.3 99 932

3.5 100 688

4.0 100 638

3.3 100 953

EB 1 138 0 37 1497 0.00 0.0 0.0 0.0

WB 1 116 9 0 1446 0.01 0.1 0.6 A 0.6

NB 1 54 42 12 746 0.07 1.8 10.2 B 10.2 B 2.0 22.2% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

SB 1 0 0 0 1700 0.00 0.0 0.0 A 0.0 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1900 0.3 0.0 0 0.0 1.00

460 460 1900 3.7

135 135 1900 3.7 130.0 1

574 574 1900 3.7

9 9 1900 0.3 0.0 0

73 73 1900 3.7 10.0 1

3 3 1900 3.7 10.0 1

1.00 0.998

1.00

1.00 0.850

6 6 1900 0.3 0.0 0 0.0 1.00

6 6 1900 3.7

1.00 0.850

163 163 1900 0.3 0.0 0 0.0 1.00

22 22 1900 3.7

1.00

158 158 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1880

1880 70 245.1 12.6 1.00 574

0 0

1.00 13

0.999 1882 0.999 1882 70 263.2 13.5 1.00 460

1601

0.950 1789 0.950 1789

1.00 135

1.00 158

1601

1.00 9

0.958 1804 0.958 0 1804 70 1595.3 82.0 1.00 1.00 163 22 0

1601

1.00 73

1.00 6

0.976 1838 0.976 1838 70 138.7 7.1 1.00 6

1601 1601

1.00 3

0 No Left

473 No Left 3.7 0.0 2.4

135 No Right

158 No Left

583 No Left 3.7 0.0 2.4

0 No Right

0 No Left

185 No Left 0.0 0.0 2.4

73 No Right

0 No Left

12 No Left 0.0 0.0 2.4

3 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 82.5% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

Free

Stop

ICU Level of Service E

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13

460 460 Free 0% 1.00 460

135 135

158 158

9 9

163 163

6 6

1.00 9

1.00 163

1.00 73

1.00 6

6 6 Stop 0% 1.00 6

3 3

1.00 158

22 22 Stop 0% 1.00 22

73 73

1.00 135

574 574 Free 0% 1.00 574

1.00 13

1 None

1.00 3

None

583

595

1380

1385

460

1428

1516

578

583 4.1

595 4.1

1380 7.1

1385 6.5

460 6.2

1428 7.1

1516 6.5

578 6.2

2.2 99 991

2.2 84 981

3.5 0 100

4.0 81 119

3.3 88 601

3.5 92 74

4.0 94 99

3.3 99 515

EB 1 473 13 0 991 0.01 0.3 0.4 A 0.3

EB 2 135 0 135 1700 0.08 0.0 0.0

WB 1 158 158 0 981 0.16 4.4 9.4 A 2.0

81.0 82.5% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

WB 2 583 0 9 1700 0.34 0.0 0.0

NB 1 258 163 73 134 1.93 154.3 499.9 F 499.9 F

SB 1 15 6 3 108 0.14 3.5 45.0 E 45.0 E

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

559 559 1900 1.00

0 0 1900 1.00

452 452 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

621 No Left 3.7 0.0 4.8

0 No Right

0 No Left

502 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.8% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

Free

0.90 621

Free

0.90 502

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2045 Future BG (Adj).syn

Synchro 11 Report Page 8

Lanes, Volumes, Timings 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5 1900 0.3 0.0 0 0.0 1.00

9 9 1900 3.7

101 101 1900 0.3 0.0 0

8 8 1900 3.7

54 54 1900 0.3 0.0 0

139 139 1900 0.3 0.0 0

11 11 1900 3.7 0.0 0

1.00 0.869

1.00

1.00 0.951

1.00

38 38 1900 3.7 0.0 0 0.0 0.95

250 250 1900 3.7

1.00

102 102 1900 3.7 105.0 1 0.0 1.00

290 290 1900 3.7

1.00 0.881 0.998 1656 0.998 1656 40 160.1 14.4 1.00 9

143 143 1900 3.7 15.0 1 0.0 1.00

0.95

1637

1791

1637 60 308.8 18.5 1.00 8

0.950 1789 0.950 1789

1.00 54

1.00 102

1791 70 534.3 27.5 1.00 290

1.00 139

1.00 38

0.95 0.994 0.994 3536 0.994 3536 70 477.5 24.6 1.00 250

0 No Left

1.75 26

0 0

1.00 5

0.950 1789 0.950 1789

1.00 101

1.00 143

115 No Left 3.7 0.0 2.4

0 No Right

143 No Left

62 No Left 3.7 0.0 2.4

0 No Right

102 No Left

429 No Left 3.7 0.0 2.4

0 No Right

0 No Left

299 No Left 3.7 0.0 2.4

0 No Right

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

Stop

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 56.7% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

Stop

Free

0 0

1.00 11

Free

ICU Level of Service B

Synchro 11 Report Page 1

HCM Unsignalized Intersection Capacity Analysis 1: Starkey Rd / Range Rd 251 & E Estates Way/Trestle Ridge Rd / Township Rd 544A 04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

5 5

9 9 Stop 0% 1.00 9

101 101

143 143

54 54

102 102

38 38

1.00 54

1.00 102

1.00 139

1.00 38

250 250 Free 0% 1.00 250

11 11

1.00 143

290 290 Free 0% 1.00 290

139 139

1.00 101

8 8 Stop 0% 1.00 8

1.00 5

None

884

964

130

870

900

360

261

429

884 7.5

964 6.5

130 6.9

870 7.5

900 6.5

360 6.9

261 4.1

429 4.1

3.5 97 196

4.0 96 226

3.3 89 895

3.5 26 194

4.0 97 246

3.3 92 637

2.2 92 1300

2.2 97 1127

EB 1 115 5 101 645 0.18 4.9 11.8 B 11.8 B

WB 1 143 143 0 194 0.74 36.6 63.0 F 47.8 E

WB 2 62 0 54 529 0.12 3.0 12.7 B

NB 1 102 102 0 1300 0.08 1.9 8.0 A 1.5

NB 2 429 0 139 1700 0.25 0.0 0.0

SB 1 163 38 0 1127 0.03 0.8 2.2 A 1.2

SB 2 136 0 11 1700 0.08 0.0 0.0

10.7 56.7% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

ICU Level of Service

1.00 11

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

98 98 1900 0.3 1.00

101 101 1900 3.7 1.00 0.979 0.980 1822 0.980 1822 60 308.8 18.5 1.00 2% 101

33 33 1900 3.7 1.00

8 8 1900 3.7 1.00

107 107 1900 3.7 1.00

0 0 1900 0.3 1.00

38 38 1900 3.7 1.00

11 11 1900 3.7 1.00

0 0 1900 3.7 1.00

4 4 1900 3.7 1.00 0.873

60 60 1900 0.3 1.00

1675

0.90 2% 9

1.00 0% 0

0.90 2% 42

0.90 2% 12

1.00 0% 0

1675 40 68.2 6.1 0.90 2% 4

0.90 2% 37

9 9 1900 3.7 1.00 0.975 0.968 1778 0.968 1778 40 69.4 6.2 0.90 2% 10

0 No Left

236 No Left 3.7 0.0 2.4

0 No Right

0 No Left

116 No Left 3.7 0.0 2.4

0 No Right

0 No Left

64 No Left 0.0 0.0 4.8

0 No Right

0 No Left

64 No Left 0.0 0.0 2.4

0 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0.99 26

0.99

0.99 14

0.99 26

0.99

1.75 14

0 0

1.00 0% 98

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.0% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

0.996 1876 0.996 1876 60 150.6 9.0 1.00 2% 107

Free

Stop

1.00 0% 60

Stop

ICU Level of Service A

Synchro 11 Report Page 3

HCM Unsignalized Intersection Capacity Analysis 2: Pinnacle Way/Entrance Road (TBD) & Trestle Ridge Rd / Township Rd 544A

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

98 98

101 101 Free 0% 1.00 101

33 33

8 8

0 0

38 38

0 0

1.00 0

0.90 42

0.90 12

1.00 0

4 4 Stop 0% 0.90 4

60 60

0.90 9

9 9 Stop 0% 0.90 10

11 11

0.90 37

107 107 Free 0% 1.00 107

1.00 60

1.00 98

None

107

138

502

440

120

458

459

107

107 4.1

138 4.1

502 7.1

440 6.5

120 6.2

458 7.1

459 6.5

107 6.2

2.2 93 1497

2.2 99 1446

3.5 90 422

4.0 98 474

3.3 99 932

3.5 100 475

4.0 99 463

3.3 94 953

EB 1 236 98 37 1497 0.07 1.6 3.5 A 3.5

WB 1 116 9 0 1446 0.01 0.1 0.6 A 0.6

NB 1 64 42 12 479 0.13 3.5 13.7 B 13.7 B 4.9 36.0% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

SB 1 64 0 60 894 0.07 1.8 9.3 A 9.3 A

ICU Level of Service

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13 1900 0.3 0.0 0 0.0 1.00

460 460 1900 3.7

140 140 1900 3.7 130.0 1

574 574 1900 3.7

9 9 1900 0.3 0.0 0

81 81 1900 3.7 10.0 1

3 3 1900 3.7 10.0 1

1.00 0.998

1.00

1.00 0.850

6 6 1900 0.3 0.0 0 0.0 1.00

6 6 1900 3.7

1.00 0.850

166 166 1900 0.3 0.0 0 0.0 1.00

22 22 1900 3.7

1.00

171 171 1900 3.7 110.0 1 0.0 1.00

1.00

1.00 0.850

1880

1880 70 245.1 12.6 1.00 574

0 0

1.00 13

0.999 1882 0.999 1882 70 263.2 13.5 1.00 460

1601

0.950 1789 0.950 1789

1.00 140

1.00 171

1601

1.00 9

0.958 1804 0.958 0 1804 70 1595.3 82.0 1.00 1.00 166 22 0

1601

1.00 81

1.00 6

0.976 1838 0.976 1838 70 138.7 7.1 1.00 6

1601 1601

1.00 3

0 No Left

473 No Left 3.7 0.0 2.4

140 No Right

171 No Left

583 No Left 3.7 0.0 2.4

0 No Right

0 No Left

188 No Left 0.0 0.0 2.4

81 No Right

0 No Left

12 No Left 0.0 0.0 2.4

3 No Right

1.75 26

0.99

0.99 14

0.99 26

0.99

1.75 14

1.75 26

0.99

0.99 14

1.75 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 82.7% Analysis Period (min) 15 Description: New Intersection

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

Free

Stop

ICU Level of Service E

Synchro 11 Report Page 5

HCM Unsignalized Intersection Capacity Analysis 3: Starkey Rd / Range Rd 251/Range Rd 250 & Highway 37

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

13 13

460 460 Free 0% 1.00 460

140 140

171 171

9 9

166 166

6 6

1.00 9

1.00 166

1.00 81

1.00 6

6 6 Stop 0% 1.00 6

3 3

1.00 171

22 22 Stop 0% 1.00 22

81 81

1.00 140

574 574 Free 0% 1.00 574

1.00 13

1 None

1.00 3

None

583

600

1406

1411

460

1458

1546

578

583 4.1

600 4.1

1406 7.1

1411 6.5

460 6.2

1458 7.1

1546 6.5

578 6.2

2.2 99 991

2.2 82 977

3.5 0 95

4.0 80 113

3.3 87 601

3.5 91 68

4.0 94 93

3.3 99 515

EB 1 473 13 0 991 0.01 0.3 0.4 A 0.3

EB 2 140 0 140 1700 0.08 0.0 0.0

WB 1 171 171 0 977 0.18 4.8 9.5 A 2.1

94.0 82.7% 15

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

WB 2 583 0 9 1700 0.34 0.0 0.0

NB 1 269 166 81 129 2.08 167.4 567.3 F 567.3 F

SB 1 15 6 3 101 0.15 3.8 48.3 E 48.3 E

ICU Level of Service

Synchro 11 Report Page 6

Lanes, Volumes, Timings 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

0 0 1900 1.00

627 627 1900 1.00

0 0 1900 1.00

494 494 1900 1.00

0 0 1900 1.00

1883

0 50 23.9 1.7

0 50 80.1 5.8

1883 70 173.4 8.9

1883 70 534.3 27.5

0.90 0

5 0.90 0

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

0 No Left 0.0 0.0 4.8

0 No Right

0 No Left

697 No Left 3.7 0.0 4.8

0 No Right

0 No Left

549 No Left 3.7 0.0 4.8

0 No Right

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

0.99 26

0.99

0.99 14

Free

Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.3% Analysis Period (min) 15

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

Free

0.90 697

Free

0.90 549

5 0.90 0

Free

ICU Level of Service A

Synchro 11 Report Page 7

HCM Unsignalized Intersection Capacity Analysis 26: Starkey Rd / Range Rd 251 & Ped Crossing

04-01-2025

Intersection Sign configuration not allowed in HCM analysis.

PinnacleVillage-1-PM_v0.4 - 2045 Future Total (Adj).syn

Synchro 11 Report Page 8

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix C Intersection Analysis - Sidra

SITE LAYOUT Site: 101 [Starkey Road and Trestle Ridge Road (Site Folder: Starkey Road and Trestle Ridge Road)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Created: March 27, 2025 8:33:34 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2035 BG AM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

15 0.0

0.214

8.8

LOS A

1.3

9.1

0.11

0.41

0.11

53.7

T1 All MCs

283 0.0

0.214

4.1

LOS A

1.3

9.1

0.11

0.41

0.11

54.6

R2 All MCs

39 0.0

0.214

3.9

LOS A

1.3

9.1

0.11

0.41

0.11

54.2

337 0.0

0.214

4.3

LOS A

1.3

9.1

0.11

0.41

0.11

54.5

Approach

East: Trestle Ridge Road 4

L2 All MCs

154 0.0

0.153

10.3

LOS B

0.8

5.6

0.46

0.64

0.46

49.9

T1 All MCs

3 0.0

0.153

5.6

LOS A

0.8

5.6

0.46

0.64

0.46

50.7

R2 All MCs

8 0.0

0.153

5.4

LOS A

0.8

5.6

0.46

0.64

0.46

50.4

165 0.0

0.153

9.9

LOS A

0.8

5.6

0.46

0.64

0.46

49.9

Approach North: Starky Road 7

L2 All MCs

7 0.0

0.249

9.6

LOS A

1.5

10.7

0.40

0.46

0.40

52.5

T1 All MCs

292 0.0

0.249

5.0

LOS A

1.5

10.7

0.40

0.46

0.40

53.3

R2 All MCs

3 0.0

0.249

4.8

LOS A

1.5

10.7

0.40

0.46

0.40

53.0

302 0.0

0.249

5.1

LOS A

1.5

10.7

0.40

0.46

0.40

53.3

11 0.0

0.181

11.1

LOS B

1.0

7.2

0.58

0.62

0.58

52.2

Approach

West: East Estates Way 10

L2 All MCs

11 0.0

T1 All MCs

1 0.0

0.181

6.5

LOS A

1.0

7.2

0.58

0.62

0.58

53.1

R2 All MCs

162 0.0

0.181

6.3

LOS A

1.0

7.2

0.58

0.62

0.58

52.8

Approach

174 0.0

0.181

6.6

LOS A

1.0

7.2

0.58

0.62

0.58

52.7

All Vehicles

978 0.0

0.249

5.9

LOS A

1.5

10.7

0.34

0.50

0.34

53.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:30:17 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2035 Total AM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

15 0.0

0.234

8.8

LOS A

1.4

10.0

0.14

0.41

0.14

53.6

T1 All MCs

283 0.0

0.234

4.2

LOS A

1.4

10.0

0.14

0.41

0.14

54.5

R2 All MCs

60 0.0

0.234

4.0

LOS A

1.4

10.0

0.14

0.41

0.14

54.1

358 0.0

0.234

4.3

LOS A

1.4

10.0

0.14

0.41

0.14

54.4

Approach

East: Trestle Ridge Road 4

L2 All MCs

221 0.0

0.243

10.4

LOS B

1.4

9.7

0.49

0.64

0.49

50.1

T1 All MCs

3 0.0

0.243

5.8

LOS A

1.4

9.7

0.49

0.64

0.49

50.9

R2 All MCs

38 0.0

0.243

5.6

LOS A

1.4

9.7

0.49

0.64

0.49

50.6

262 0.0

0.243

9.7

LOS A

1.4

9.7

0.49

0.64

0.49

50.2

Approach North: Starky Road 7

L2 All MCs

18 0.0

0.279

10.1

LOS B

1.7

12.2

0.48

0.51

0.48

52.0

T1 All MCs

292 0.0

0.279

5.4

LOS A

1.7

12.2

0.48

0.51

0.48

52.9

R2 All MCs

3 0.0

0.279

5.2

LOS A

1.7

12.2

0.48

0.51

0.48

52.5

313 0.0

0.279

5.7

LOS A

1.7

12.2

0.48

0.51

0.48

52.8

11 0.0

0.193

11.7

LOS B

1.1

7.9

0.63

0.64

0.63

51.8

Approach

West: East Estates Way 10

L2 All MCs

11 0.0

T1 All MCs

1 0.0

0.193

7.1

LOS A

1.1

7.9

0.63

0.64

0.63

52.7

R2 All MCs

162 0.0

0.193

6.9

LOS A

1.1

7.9

0.63

0.64

0.63

52.4

Approach

174 0.0

0.193

7.2

LOS A

1.1

7.9

0.63

0.64

0.63

52.3

All Vehicles

1106 0.0 1106 0.0

0.279

6.4

LOS A

1.7

12.2

0.40

0.53

0.40

52.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:30:42 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2045 BG AM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

15 0.0

0.249

8.8

LOS A

1.6

11.4

0.13

0.41

0.13

53.6

T1 All MCs

336 0.0

0.249

4.2

LOS A

1.6

11.4

0.13

0.41

0.13

54.5

R2 All MCs

39 0.0

0.249

4.0

LOS A

1.6

11.4

0.13

0.41

0.13

54.2

389 0.0

0.249

4.3

LOS A

1.6

11.4

0.13

0.41

0.13

54.5

Approach

East: Trestle Ridge Road 4

L2 All MCs

187 0.0

0.193

10.6

LOS B

1.1

7.4

0.51

0.66

0.51

49.7

T1 All MCs

3 0.0

0.193

6.0

LOS A

1.1

7.4

0.51

0.66

0.51

50.5

R2 All MCs

9 0.0

0.193

5.8

LOS A

1.1

7.4

0.51

0.66

0.51

50.2

200 0.0

0.193

10.3

LOS B

1.1

7.4

0.51

0.66

0.51

49.8

Approach North: Starky Road 7

L2 All MCs

7 0.0

0.289

9.9

LOS A

1.8

12.9

0.46

0.49

0.46

52.2

T1 All MCs

327 0.0

0.289

5.2

LOS A

1.8

12.9

0.46

0.49

0.46

53.1

R2 All MCs

3 0.0

0.289

5.0

LOS A

1.8

12.9

0.46

0.49

0.46

52.8

338 0.0

0.289

5.3

LOS A

1.8

12.9

0.46

0.49

0.46

53.1

14 0.0

0.236

11.7

LOS B

1.4

9.9

0.64

0.65

0.64

51.8

Approach

West: East Estates Way 10

L2 All MCs

14 0.0

T1 All MCs

2 0.0

0.236

7.1

LOS A

1.4

9.9

0.64

0.65

0.64

52.7

R2 All MCs

198 0.0

0.236

6.9

LOS A

1.4

9.9

0.64

0.65

0.64

52.3

Approach

214 0.0

0.236

7.2

LOS A

1.4

9.9

0.64

0.65

0.64

52.3

All Vehicles

1141 0.0 1141 0.0

0.289

6.2

LOS A

1.8

12.9

0.39

0.52

0.39

52.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:31:26 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2045 Total AM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

15 0.0

0.270

8.8

LOS A

1.7

12.1

0.16

0.41

0.16

53.5

T1 All MCs

336 0.0

0.270

4.2

LOS A

1.7

12.1

0.16

0.41

0.16

54.4

R2 All MCs

60 0.0

0.270

4.0

LOS A

1.7

12.1

0.16

0.41

0.16

54.1

411 0.0

0.270

4.3

LOS A

1.7

12.1

0.16

0.41

0.16

54.3

Approach

East: Trestle Ridge Road 4

L2 All MCs

255 0.0

0.287

10.8

LOS B

1.7

11.9

0.55

0.66

0.55

49.9

T1 All MCs

3 0.0

0.287

6.2

LOS A

1.7

11.9

0.55

0.66

0.55

50.7

R2 All MCs

39 0.0

0.287

6.0

LOS A

1.7

11.9

0.55

0.66

0.55

50.4

297 0.0

0.287

10.2

LOS B

1.7

11.9

0.55

0.66

0.55

50.0

Approach North: Starky Road 7

L2 All MCs

18 0.0

0.321

10.3

LOS B

2.1

14.7

0.54

0.53

0.54

51.8

T1 All MCs

327 0.0

0.321

5.7

LOS A

2.1

14.7

0.54

0.53

0.54

52.7

R2 All MCs

3 0.0

0.321

5.5

LOS A

2.1

14.7

0.54

0.53

0.54

52.3

348 0.0

0.321

5.9

LOS A

2.1

14.7

0.54

0.53

0.54

52.6

14 0.0

0.252

12.4

LOS B

1.6

10.9

0.69

0.67

0.69

51.3

Approach

West: East Estates Way 10

L2 All MCs

14 0.0

T1 All MCs

2 0.0

0.252

7.7

LOS A

1.6

10.9

0.69

0.67

0.69

52.2

R2 All MCs

198 0.0

0.252

7.5

LOS A

1.6

10.9

0.69

0.67

0.69

51.8

Approach

214 0.0

0.252

7.9

LOS A

1.6

10.9

0.69

0.67

0.69

51.8

All Vehicles

1269 0.0 1269 0.0

0.321

6.7

LOS A

2.1

14.7

0.44

0.55

0.44

52.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:31:47 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2035 BG PM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

107 0.0

0.288

8.8

LOS A

1.9

13.1

0.12

0.47

0.12

53.1

T1 All MCs

276 0.0

0.288

4.1

LOS A

1.9

13.1

0.12

0.47

0.12

53.9

R2 All MCs

75 0.0

0.288

4.0

LOS A

1.9

13.1

0.12

0.47

0.12

53.6

458 0.0

0.288

5.2

LOS A

1.9

13.1

0.12

0.47

0.12

53.7

Approach

East: Trestle Ridge Road 4

L2 All MCs

87 0.0

0.123

10.6

LOS B

0.6

4.5

0.50

0.65

0.50

50.5

T1 All MCs

6 0.0

0.123

6.0

LOS A

0.6

4.5

0.50

0.65

0.50

51.3

R2 All MCs

32 0.0

0.123

5.8

LOS A

0.6

4.5

0.50

0.65

0.50

51.0

125 0.0

0.123

9.2

LOS A

0.6

4.5

0.50

0.65

0.50

50.7

Approach North: Starky Road 7

L2 All MCs

8 0.0

0.215

9.8

LOS A

1.2

8.5

0.40

0.48

0.40

52.5

T1 All MCs

232 0.0

0.215

5.1

LOS A

1.2

8.5

0.40

0.48

0.40

53.3

R2 All MCs

12 0.0

0.215

4.9

LOS A

1.2

8.5

0.40

0.48

0.40

53.0

252 0.0

0.215

5.3

LOS A

1.2

8.5

0.40

0.48

0.40

53.3

4 0.0

0.095

10.3

LOS B

0.5

3.5

0.47

0.56

0.47

52.7

Approach

West: East Estates Way 10

L2 All MCs

4 0.0

T1 All MCs

8 0.0

0.095

5.6

LOS A

0.5

3.5

0.47

0.56

0.47

53.6

R2 All MCs

87 0.0

0.095

5.4

LOS A

0.5

3.5

0.47

0.56

0.47

53.2

Approach

100 0.0

0.095

5.7

LOS A

0.5

3.5

0.47

0.56

0.47

53.2

All Vehicles

935 0.0

0.288

5.8

LOS A

1.9

13.1

0.29

0.51

0.29

53.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:32:13 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road- 2035 Total PM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

107 0.0

0.357

9.0

LOS A

2.5

17.7

0.23

0.46

0.23

52.8

T1 All MCs

276 0.0

0.357

4.3

LOS A

2.5

17.7

0.23

0.46

0.23

53.7

R2 All MCs

146 0.0

0.357

4.1

LOS A

2.5

17.7

0.23

0.46

0.23

53.3

529 0.0

0.357

5.2

LOS A

2.5

17.7

0.23

0.46

0.23

53.4

Approach

East: Trestle Ridge Road 4

L2 All MCs

132 0.0

0.186

10.8

LOS B

1.0

7.3

0.54

0.65

0.54

50.5

T1 All MCs

6 0.0

0.186

6.1

LOS A

1.0

7.3

0.54

0.65

0.54

51.3

R2 All MCs

51 0.0

0.186

5.9

LOS A

1.0

7.3

0.54

0.65

0.54

50.9

188 0.0

0.186

9.3

LOS A

1.0

7.3

0.54

0.65

0.54

50.6

Approach North: Starky Road 7

L2 All MCs

40 0.0

0.252

10.1

LOS B

1.5

10.4

0.46

0.52

0.46

52.0

T1 All MCs

232 0.0

0.252

5.4

LOS A

1.5

10.4

0.46

0.52

0.46

52.8

R2 All MCs

12 0.0

0.252

5.2

LOS A

1.5

10.4

0.46

0.52

0.46

52.5

283 0.0

0.252

6.1

LOS A

1.5

10.4

0.46

0.52

0.46

52.7

4 0.0

0.101

10.7

LOS B

0.5

3.8

0.53

0.59

0.53

52.5

Approach

West: East Estates Way 10

L2 All MCs

4 0.0

T1 All MCs

8 0.0

0.101

6.1

LOS A

0.5

3.8

0.53

0.59

0.53

53.4

R2 All MCs

87 0.0

0.101

5.9

LOS A

0.5

3.8

0.53

0.59

0.53

53.0

Approach

100 0.0

0.101

6.1

LOS A

0.5

3.8

0.53

0.59

0.53

53.0

All Vehicles

1101 0.0 1101 0.0

0.357

6.2

LOS A

2.5

17.7

0.37

0.52

0.37

52.7

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:32:43 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2045 BG PM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

107 0.0

0.308

8.8

LOS A

2.1

14.5

0.13

0.46

0.13

53.1

T1 All MCs

305 0.0

0.308

4.2

LOS A

2.1

14.5

0.13

0.46

0.13

53.9

R2 All MCs

75 0.0

0.308

4.0

LOS A

2.1

14.5

0.13

0.46

0.13

53.6

487 0.0

0.308

5.1

LOS A

2.1

14.5

0.13

0.46

0.13

53.7

Approach

East: Trestle Ridge Road 4

L2 All MCs

106 0.0

0.153

10.9

LOS B

0.8

5.8

0.53

0.66

0.53

50.4

T1 All MCs

8 0.0

0.153

6.2

LOS A

0.8

5.8

0.53

0.66

0.53

51.2

R2 All MCs

38 0.0

0.153

6.1

LOS A

0.8

5.8

0.53

0.66

0.53

50.9

153 0.0

0.153

9.4

LOS A

0.8

5.8

0.53

0.66

0.53

50.6

Approach North: Starky Road 7

L2 All MCs

8 0.0

0.246

9.9

LOS A

1.4

10.1

0.44

0.49

0.44

52.3

T1 All MCs

263 0.0

0.246

5.3

LOS A

1.4

10.1

0.44

0.49

0.44

53.2

R2 All MCs

12 0.0

0.246

5.1

LOS A

1.4

10.1

0.44

0.49

0.44

52.8

283 0.0

0.246

5.4

LOS A

1.4

10.1

0.44

0.49

0.44

53.1

5 0.0

0.119

10.6

LOS B

0.7

4.6

0.52

0.58

0.52

52.5

Approach

West: East Estates Way 10

L2 All MCs

5 0.0

T1 All MCs

9 0.0

0.119

5.9

LOS A

0.7

4.6

0.52

0.58

0.52

53.4

R2 All MCs

106 0.0

0.119

5.8

LOS A

0.7

4.6

0.52

0.58

0.52

53.1

Approach

121 0.0

0.119

6.0

LOS A

0.7

4.6

0.52

0.58

0.52

53.1

All Vehicles

1044 0.0 1044 0.0

0.308

5.9

LOS A

2.1

14.5

0.32

0.51

0.32

53.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:33:06 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Trestle Ridge Road - 2045 Total PM (Site Folder: Starkey Road and Trestle Ridge Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

107 0.0

0.378

9.0

LOS A

2.7

19.1

0.24

0.46

0.24

52.8

T1 All MCs

305 0.0

0.378

4.4

LOS A

2.7

19.1

0.24

0.46

0.24

53.7

R2 All MCs

146 0.0

0.378

4.2

LOS A

2.7

19.1

0.24

0.46

0.24

53.3

559 0.0

0.378

5.2

LOS A

2.7

19.1

0.24

0.46

0.24

53.4

Approach

East: Trestle Ridge Road 4

L2 All MCs

151 0.0

0.218

11.0

LOS B

1.3

8.8

0.57

0.66

0.57

50.3

T1 All MCs

8 0.0

0.218

6.4

LOS A

1.3

8.8

0.57

0.66

0.57

51.1

R2 All MCs

57 0.0

0.218

6.2

LOS A

1.3

8.8

0.57

0.66

0.57

50.8

216 0.0

0.218

9.6

LOS A

1.3

8.8

0.57

0.66

0.57

50.5

Approach North: Starky Road 7

L2 All MCs

40 0.0

0.180

10.1

LOS B

1.0

7.1

0.46

0.54

0.46

51.8

T1 All MCs

146 0.0

0.180

5.4

LOS A

1.0

7.1

0.46

0.54

0.46

52.7

R2 All MCs

12 0.0

0.180

5.3

LOS A

1.0

7.1

0.46

0.54

0.46

52.3

198 0.0

0.180

6.4

LOS A

1.0

7.1

0.46

0.54

0.46

52.5

5 0.0

0.115

10.3

LOS B

0.6

4.3

0.48

0.56

0.48

52.6

Approach

West: East Estates Way 10

L2 All MCs

5 0.0

T1 All MCs

9 0.0

0.115

5.7

LOS A

0.6

4.3

0.48

0.56

0.48

53.5

R2 All MCs

106 0.0

0.115

5.5

LOS A

0.6

4.3

0.48

0.56

0.48

53.2

Approach

121 0.0

0.115

5.8

LOS A

0.6

4.3

0.48

0.56

0.48

53.2

All Vehicles

1094 0.0 1094 0.0

0.378

6.3

LOS A

2.7

19.1

0.37

0.53

0.37

52.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:33:30 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

SITE LAYOUT Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Created: March 27, 2025 8:23:35 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2035 BG AM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

143 0.0

0.320

9.3

LOS A

2.3

16.0

0.38

0.51

0.38

51.8

T1 All MCs

252 0.0

0.320

4.7

LOS A

2.3

16.0

0.38

0.51

0.38

52.7

R2 All MCs

Approach

23 0.0

0.320

4.5

LOS A

2.3

16.0

0.38

0.51

0.38

52.3

418 0.0

0.320

6.3

LOS A

2.3

16.0

0.38

0.51

0.38

52.3

East: Pinnacle Way 4

L2 All MCs

41 0.0

0.068

11.1

LOS B

0.4

2.6

0.57

0.66

0.57

50.2

T1 All MCs

18 0.0

0.068

6.5

LOS A

0.4

2.6

0.57

0.66

0.57

51.0

R2 All MCs

4 0.0

0.068

6.3

LOS A

0.4

2.6

0.57

0.66

0.57

50.7

63 0.0

0.068

9.5

LOS A

0.4

2.6

0.57

0.66

0.57

50.5

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.496

10.1

LOS B

3.8

26.5

0.53

0.51

0.53

52.2

T1 All MCs

455 0.0

0.496

5.5

LOS A

3.8

26.5

0.53

0.51

0.53

53.0

R2 All MCs

151 0.0

0.496

5.3

LOS A

3.8

26.5

0.53

0.51

0.53

52.7

606 0.0

0.496

5.5

LOS A

3.8

26.5

0.53

0.51

0.53

52.9

96 0.0

0.360

11.9

LOS B

2.4

17.0

0.70

0.68

0.70

50.9

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

21 0.0

0.360

7.2

LOS A

2.4

17.0

0.70

0.68

0.70

51.8

R2 All MCs

207 0.0

0.360

7.1

LOS A

2.4

17.0

0.70

0.68

0.70

51.4

Approach

324 0.0

0.360

8.5

LOS A

2.4

17.0

0.70

0.68

0.70

51.3

All Vehicles

1412 0.0 1412 0.0

0.496

6.6

LOS A

3.8

26.5

0.52

0.55

0.52

52.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:36:46 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2035 Total AM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

143 0.0

0.338

9.4

LOS A

2.5

17.3

0.39

0.50

0.39

51.8

T1 All MCs

268 0.0

0.338

4.7

LOS A

2.5

17.3

0.39

0.50

0.39

52.6

R2 All MCs

Approach

26 0.0

0.338

4.6

LOS A

2.5

17.3

0.39

0.50

0.39

52.3

438 0.0

0.338

6.2

LOS A

2.5

17.3

0.39

0.50

0.39

52.3

East: Pinnacle Way 4

L2 All MCs

47 0.0

0.077

11.3

LOS B

0.4

2.9

0.58

0.67

0.58

50.1

T1 All MCs

18 0.0

0.077

6.6

LOS A

0.4

2.9

0.58

0.67

0.58

50.9

R2 All MCs

4 0.0

0.077

6.5

LOS A

0.4

2.9

0.58

0.67

0.58

50.5

69 0.0

0.077

9.8

LOS A

0.4

2.9

0.58

0.67

0.58

50.3

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.552

10.3

LOS B

4.5

31.5

0.57

0.52

0.57

52.0

T1 All MCs

507 0.0

0.552

5.7

LOS A

4.5

31.5

0.57

0.52

0.57

52.8

R2 All MCs

165 0.0

0.552

5.5

LOS A

4.5

31.5

0.57

0.52

0.57

52.5

674 0.0

0.552

5.6

LOS A

4.5

31.5

0.57

0.52

0.57

52.7

100 0.0

0.388

12.4

LOS B

2.7

18.8

0.75

0.70

0.75

50.6

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

21 0.0

0.388

7.7

LOS A

2.7

18.8

0.75

0.70

0.75

51.4

R2 All MCs

207 0.0

0.388

7.6

LOS A

2.7

18.8

0.75

0.70

0.75

51.0

Approach

328 0.0

0.388

9.0

LOS A

2.7

18.8

0.75

0.70

0.75

50.9

All Vehicles

1509 0.0 1509 0.0

0.552

6.7

LOS A

4.5

31.5

0.56

52.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:57:37 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2045 BG AM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

175 0.0

0.389

9.5

LOS A

3.0

21.3

0.44

0.52

0.44

51.6

T1 All MCs

300 0.0

0.389

4.9

LOS A

3.0

21.3

0.44

0.52

0.44

52.4

R2 All MCs

Approach

23 0.0

0.389

4.7

LOS A

3.0

21.3

0.44

0.52

0.44

52.1

498 0.0

0.389

6.5

LOS A

3.0

21.3

0.44

0.52

0.44

52.1

East: Pinnacle Way 4

L2 All MCs

41 0.0

0.075

11.8

LOS B

0.4

3.0

0.63

0.69

0.63

49.9

T1 All MCs

18 0.0

0.075

7.1

LOS A

0.4

3.0

0.63

0.69

0.63

50.6

R2 All MCs

4 0.0

0.075

7.0

LOS A

0.4

3.0

0.63

0.69

0.63

50.3

63 0.0

0.075

10.1

LOS B

0.4

3.0

0.63

0.69

0.63

50.1

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.600

10.6

LOS B

5.2

36.3

0.64

0.55

0.64

51.7

T1 All MCs

535 0.0

0.600

6.0

LOS A

5.2

36.3

0.64

0.55

0.64

52.6

R2 All MCs

177 0.0

0.600

5.8

LOS A

5.2

36.3

0.64

0.55

0.64

52.2

713 0.0

0.600

5.9

LOS A

5.2

36.3

0.64

0.55

0.64

52.5

114 0.0

0.472

13.3

LOS B

3.7

25.9

0.81

0.74

0.86

50.0

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

21 0.0

0.472

8.6

LOS A

3.7

25.9

0.81

0.74

0.86

50.8

R2 All MCs

253 0.0

0.472

8.5

LOS A

3.7

25.9

0.81

0.74

0.86

50.5

Approach

387 0.0

0.472

9.9

LOS A

3.7

25.9

0.81

0.74

0.86

50.3

All Vehicles

1661 0.0 1661 0.0

0.600

7.2

LOS A

5.2

36.3

0.62

0.59

0.63

51.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:18:11 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2045 Total AM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

175 0.0

0.407

9.5

LOS A

3.3

22.9

0.46

0.52

0.46

51.5

T1 All MCs

317 0.0

0.407

4.9

LOS A

3.3

22.9

0.46

0.52

0.46

52.4

R2 All MCs

Approach

26 0.0

0.407

4.7

LOS A

3.3

22.9

0.46

0.52

0.46

52.0

518 0.0

0.407

6.5

LOS A

3.3

22.9

0.46

0.52

0.46

52.1

East: Pinnacle Way 4

L2 All MCs

47 0.0

0.084

12.0

LOS B

0.5

3.4

0.65

0.70

0.65

49.7

T1 All MCs

18 0.0

0.084

7.3

LOS A

0.5

3.4

0.65

0.70

0.65

50.4

R2 All MCs

4 0.0

0.084

7.1

LOS A

0.5

3.4

0.65

0.70

0.65

50.1

69 0.0

0.084

10.5

LOS B

0.5

3.4

0.65

0.70

0.65

49.9

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.658

11.2

LOS B

6.5

45.7

0.70

0.59

0.72

51.5

T1 All MCs

587 0.0

0.658

6.5

LOS A

6.5

45.7

0.70

0.59

0.72

52.3

R2 All MCs

192 0.0

0.658

6.3

LOS A

6.5

45.7

0.70

0.59

0.72

52.0

780 0.0

0.658

6.5

LOS A

6.5

45.7

0.70

0.59

0.72

52.2

118 0.0

0.511

14.5

LOS B

4.4

30.7

0.87

0.79

0.98

49.1

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

21 0.0

0.511

9.9

LOS A

4.4

30.7

0.87

0.79

0.98

49.9

R2 All MCs

253 0.0

0.511

9.7

LOS A

4.4

30.7

0.87

0.79

0.98

49.6

Approach

392 0.0

0.511

11.2

LOS B

4.4

30.7

0.87

0.79

0.98

49.5

All Vehicles

1759 0.0 1759 0.0

0.658

7.7

LOS A

6.5

45.7

0.66

0.62

0.70

51.5

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:27:12 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2035 BG PM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

273 0.0

0.518

9.8

LOS A

4.4

30.9

0.51

0.54

0.51

51.2

T1 All MCs

361 0.0

0.518

5.2

LOS A

4.4

30.9

0.51

0.54

0.51

52.0

R2 All MCs

Approach

27 0.0

0.518

5.0

LOS A

4.4

30.9

0.51

0.54

0.51

51.7

661 0.0

0.518

7.1

LOS A

4.4

30.9

0.51

0.54

0.51

51.6

East: Pinnacle Way 4

L2 All MCs

24 0.0

0.072

13.3

LOS B

0.4

3.1

0.74

0.72

0.74

49.4

T1 All MCs

21 0.0

0.072

8.7

LOS A

0.4

3.1

0.74

0.72

0.74

50.2

R2 All MCs

5 0.0

0.072

8.5

LOS A

0.4

3.1

0.74

0.72

0.74

49.9

51 0.0

0.072

10.9

LOS B

0.4

3.1

0.74

0.72

0.74

49.8

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.386

10.7

LOS B

2.6

18.3

0.59

0.57

0.59

51.9

T1 All MCs

273 0.0

0.386

6.1

LOS A

2.6

18.3

0.59

0.57

0.59

52.8

R2 All MCs

132 0.0

0.386

5.9

LOS A

2.6

18.3

0.59

0.57

0.59

52.4

405 0.0

0.386

6.1

LOS A

2.6

18.3

0.59

0.57

0.59

52.7

144 0.0

0.295

10.4

LOS B

1.9

13.2

0.55

0.61

0.55

51.2

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

12 0.0

0.295

5.8

LOS A

1.9

13.2

0.55

0.61

0.55

52.0

R2 All MCs

155 0.0

0.295

5.6

LOS A

1.9

13.2

0.55

0.61

0.55

51.7

Approach

311 0.0

0.295

7.9

LOS A

1.9

13.2

0.55

0.61

0.55

51.5

All Vehicles

1427 0.0 1427 0.0

0.518

7.1

LOS A

4.4

30.9

0.55

0.57

0.55

51.8

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:58:31 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2035 Total PM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

273 0.0

0.579

10.0

LOS B

5.3

37.4

0.58

0.55

0.58

51.0

T1 All MCs

417 0.0

0.579

5.4

LOS A

5.3

37.4

0.58

0.55

0.58

51.9

R2 All MCs

Approach

37 0.0

0.579

5.2

LOS A

5.3

37.4

0.58

0.55

0.58

51.5

726 0.0

0.579

7.1

LOS A

5.3

37.4

0.58

0.55

0.58

51.5

East: Pinnacle Way 4

L2 All MCs

28 0.0

0.087

14.2

LOS B

0.5

3.8

0.79

0.75

0.79

48.8

T1 All MCs

21 0.0

0.087

9.5

LOS A

0.5

3.8

0.79

0.75

0.79

49.5

R2 All MCs

5 0.0

0.087

9.3

LOS A

0.5

3.8

0.79

0.75

0.79

49.2

55 0.0

0.087

11.9

LOS B

0.5

3.8

0.79

0.75

0.79

49.1

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.430

10.8

LOS B

3.1

21.4

0.63

0.58

0.63

51.8

T1 All MCs

307 0.0

0.430

6.2

LOS A

3.1

21.4

0.63

0.58

0.63

52.7

R2 All MCs

141 0.0

0.430

6.0

LOS A

3.1

21.4

0.63

0.58

0.63

52.3

449 0.0

0.430

6.2

LOS A

3.1

21.4

0.63

0.58

0.63

52.6

160 0.0

0.321

10.7

LOS B

2.1

14.8

0.59

0.63

0.59

51.0

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

12 0.0

0.321

6.1

LOS A

2.1

14.8

0.59

0.63

0.59

51.8

R2 All MCs

155 0.0

0.321

5.9

LOS A

2.1

14.8

0.59

0.63

0.59

51.5

Approach

326 0.0

0.321

8.3

LOS A

2.1

14.8

0.59

0.63

0.59

51.2

All Vehicles

1557 0.0 1557 0.0

0.579

7.3

LOS A

5.3

37.4

0.60

0.58

0.60

51.7

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:03:57 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2045 BG PM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

332 0.0

0.622

10.2

LOS B

6.1

42.7

0.63

0.57

0.63

50.8

T1 All MCs

417 0.0

0.622

5.6

LOS A

6.1

42.7

0.63

0.57

0.63

51.6

R2 All MCs

Approach

27 0.0

0.622

5.4

LOS A

6.1

42.7

0.63

0.57

0.63

51.2

776 0.0

0.622

7.5

LOS A

6.1

42.7

0.63

0.57

0.63

51.2

East: Pinnacle Way 4

L2 All MCs

24 0.0

0.088

15.0

LOS B

0.6

4.0

0.83

0.76

0.83

48.4

T1 All MCs

21 0.0

0.088

10.3

LOS B

0.6

4.0

0.83

0.76

0.83

49.1

R2 All MCs

5 0.0

0.088

10.1

LOS B

0.6

4.0

0.83

0.76

0.83

48.8

51 0.0

0.088

12.5

LOS B

0.6

4.0

0.83

0.76

0.83

48.7

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.482

11.4

LOS B

3.6

25.1

0.70

0.62

0.70

51.5

T1 All MCs

319 0.0

0.482

6.7

LOS A

3.6

25.1

0.70

0.62

0.70

52.4

R2 All MCs

156 0.0

0.482

6.5

LOS A

3.6

25.1

0.70

0.62

0.70

52.0

476 0.0

0.482

6.7

LOS A

3.6

25.1

0.70

0.62

0.70

52.3

166 0.0

0.366

10.9

LOS B

2.5

17.7

0.63

0.64

0.63

51.0

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

12 0.0

0.366

6.2

LOS A

2.5

17.7

0.63

0.64

0.63

51.8

R2 All MCs

189 0.0

0.366

6.0

LOS A

2.5

17.7

0.63

0.64

0.63

51.5

Approach

367 0.0

0.366

8.2

LOS A

2.5

17.7

0.63

0.64

0.63

51.3

All Vehicles

1669 0.0 1669 0.0

0.622

7.6

LOS A

6.1

42.7

0.66

0.60

0.66

51.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:10:31 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Bellerose Dr/Pinnacle Way - 2045 Total PM (Site Folder: Starky Road and Bellerose Dr/Pinnacle Way)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

South: Starky Road 1

L2 All MCs

332 0.0

0.686

10.5

LOS B

7.4

51.5

0.72

0.59

0.72

50.6

T1 All MCs

473 0.0

0.686

5.9

LOS A

7.4

51.5

0.72

0.59

0.72

51.4

R2 All MCs

Approach

37 0.0

0.686

5.7

LOS A

7.4

51.5

0.72

0.59

0.72

51.0

841 0.0

0.686

7.7

LOS A

7.4

51.5

0.72

0.59

0.72

51.0

East: Pinnacle Way 4

L2 All MCs

28 0.0

0.107

16.1

LOS B

0.7

5.1

0.88

0.78

0.88

47.6

T1 All MCs

21 0.0

0.107

11.5

LOS B

0.7

5.1

0.88

0.78

0.88

48.3

R2 All MCs

5 0.0

0.107

11.3

LOS B

0.7

5.1

0.88

0.78

0.88

48.0

55 0.0

0.107

13.8

LOS B

0.7

5.1

0.88

0.78

0.88

47.9

Approach North: Starky Road 7

L2 All MCs

1 0.0

0.531

11.8

LOS B

4.4

30.6

0.74

0.65

0.77

51.4

T1 All MCs

354 0.0

0.531

7.2

LOS A

4.4

30.6

0.74

0.65

0.77

52.2

R2 All MCs

165 0.0

0.531

7.0

LOS A

4.4

30.6

0.74

0.65

0.77

51.8

520 0.0

0.531

7.1

LOS A

4.4

30.6

0.74

0.65

0.77

52.1

182 0.0

0.397

11.2

LOS B

2.8

19.7

0.67

0.66

0.67

50.8

Approach West: Bellerose Drive 10

L2 All MCs

T1 All MCs

12 0.0

0.397

6.5

LOS A

2.8

19.7

0.67

0.66

0.67

51.6

R2 All MCs

189 0.0

0.397

6.4

LOS A

2.8

19.7

0.67

0.66

0.67

51.3

Approach

383 0.0

0.397

8.6

LOS A

2.8

19.7

0.67

0.66

0.67

51.0

All Vehicles

1799 0.0 1799 0.0

0.686

7.9

LOS A

7.4

51.5

0.72

0.62

0.73

51.2

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:15:52 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

SITE LAYOUT Site: 101 [Starkey Road and Sturgeon Road (Site Folder: Starky Road and Sturgeon Road)] New Site Site Category: (None) Roundabout Layout pictures are schematic functional drawings reflecting input data. They are not design drawings.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Created: March 27, 2025 8:18:45 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2025 BG AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

184 2.0

0.280

5.4

LOS A

1.8

12.9

0.49

0.51

0.49

53.2

R2 All MCs

128 2.0

0.280

5.2

LOS A

1.8

12.9

0.49

0.51

0.49

52.9

313 2.0

0.280

5.3

LOS A

1.8

12.9

0.49

0.51

0.49

53.1

Approach North: Starky Road 7

L2 All MCs

344 2.0

0.520

10.1

LOS B

4.3

32.2

0.56

0.59

0.56

50.6

R2 All MCs

261 20.0

0.520

5.7

LOS A

4.3

32.2

0.56

0.59

0.56

50.6

605 9.8

0.520

8.2

LOS A

4.3

32.2

0.56

0.59

0.56

50.6

Approach West: Sturgeon Road 10

L2 All MCs

223 2.0

0.380

11.0

LOS B

2.6

18.6

0.63

0.64

0.63

50.2

T1 All MCs

157 2.0

0.380

6.3

LOS A

2.6

18.6

0.63

0.64

0.63

51.1

Approach

380 2.0

0.380

9.1

LOS A

2.6

18.6

0.63

0.64

0.63

50.6

All Vehicles

1298 5.6 1298 5.6

0.520

7.8

LOS A

4.3

32.2

0.56

0.59

0.56

51.2

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:21:27 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2025 Total AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

184 2.0

0.293

5.4

LOS A

1.9

13.8

0.50

0.52

0.50

53.2

R2 All MCs

141 2.0

0.293

5.2

LOS A

1.9

13.8

0.50

0.52

0.50

52.8

325 2.0

0.293

5.3

LOS A

1.9

13.8

0.50

0.52

0.50

53.0

Approach North: Starky Road 7

L2 All MCs

382 2.0

0.539

10.1

LOS B

4.6

32.6

0.56

0.59

0.56

50.7

R2 All MCs

277 2.0

0.539

5.3

LOS A

4.6

32.6

0.56

0.59

0.56

51.2

659 2.0

0.539

8.1

LOS A

4.6

32.6

0.56

0.59

0.56

50.9

Approach West: Sturgeon Road 10

L2 All MCs

228 2.0

0.398

11.3

LOS B

2.8

19.7

0.66

50.1

T1 All MCs

157 2.0

0.398

6.6

LOS A

2.8

19.7

0.66

50.9

Approach

385 2.0

0.398

9.4

LOS A

2.8

19.7

0.66

50.4

All Vehicles

1369 2.0 1369 2.0

0.539

7.8

LOS A

4.6

32.6

0.58

0.59

0.58

51.2

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:24:04 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2035 BG AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

224 2.0

0.374

5.9

LOS A

2.7

19.2

0.60

0.56

0.60

52.8

R2 All MCs

167 2.0

0.374

5.7

LOS A

2.7

19.2

0.60

0.56

0.60

52.5

392 2.0

0.374

5.8

LOS A

2.7

19.2

0.60

0.56

0.60

52.7

Approach North: Starky Road 7

L2 All MCs

453 2.0

0.710

11.8

LOS B

8.5

64.2

0.78

0.66

0.84

49.9

R2 All MCs

342 20.0

0.710

7.6

LOS A

8.5

64.2

0.78

0.66

0.84

49.9

795 9.7

0.710

10.0

LOS A

8.5

64.2

0.78

0.66

0.84

49.9

12.8

LOS B

4.6

32.7

0.80

0.73

0.87

49.2

Approach West: Sturgeon Road 10

L2 All MCs

279 2.0

0.532

T1 All MCs

191 2.0

0.532

8.2

LOS A

4.6

32.7

0.80

0.73

0.87

50.0

Approach

469 2.0

0.532

10.9

LOS B

4.6

32.7

0.80

0.73

0.87

49.6

All Vehicles

1656 5.7 1656 5.7

0.710

9.3

LOS A

8.5

64.2

0.74

0.66

0.79

50.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:34:35 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2035 Total AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

224 2.0

0.391

5.9

LOS A

2.9

20.4

0.62

0.56

0.62

52.8

R2 All MCs

181 2.0

0.391

5.8

LOS A

2.9

20.4

0.62

0.56

0.62

52.4

405 2.0

0.391

5.9

LOS A

2.9

20.4

0.62

0.56

0.62

52.6

Approach North: Starky Road 7

L2 All MCs

493 2.0

0.726

11.9

LOS B

9.0

64.2

0.79

0.66

0.84

50.1

R2 All MCs

360 2.0

0.726

7.0

LOS A

9.0

64.2

0.79

0.66

0.84

50.5

853 2.0

0.726

9.8

LOS A

9.0

64.2

0.79

0.66

0.84

50.3

13.7

LOS B

5.2

36.8

0.84

0.77

0.95

48.8

Approach West: Sturgeon Road 10

L2 All MCs

285 2.0

0.561

T1 All MCs

191 2.0

0.561

9.0

LOS A

5.2

36.8

0.84

0.77

0.95

49.6

Approach

476 2.0

0.561

11.8

LOS B

5.2

36.8

0.84

0.77

0.95

49.1

All Vehicles

1734 2.0 1734 2.0

0.726

9.4

LOS A

9.0

64.2

0.76

0.67

0.82

50.5

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:50:36 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2045 BG AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

274 2.0

0.487

6.5

LOS A

3.9

28.0

0.73

0.61

0.73

52.3

R2 All MCs

200 2.0

0.487

6.3

LOS A

3.9

28.0

0.73

0.61

0.73

52.0

474 2.0

0.487

6.4

LOS A

3.9

28.0

0.73

0.61

0.73

52.2

Approach North: Starky Road 7

L2 All MCs

541 2.0

0.900

19.9

LOS B

21.3

161.4

1.00

1.01

1.46

44.9

R2 All MCs

409 20.0

0.900

16.0

LOS B

21.3

161.4

1.00

1.01

1.46

44.9

951 9.8

0.900

18.2

LOS B

21.3

161.4

1.00

1.01

1.46

44.9

Approach West: Sturgeon Road 10

L2 All MCs

337 2.0

0.737

18.2

LOS B

9.5

68.0

1.00

0.93

1.36

46.1

T1 All MCs

233 2.0

0.737

13.6

LOS B

9.5

68.0

1.00

0.93

1.36

46.8

Approach

569 2.0

0.737

16.3

LOS B

9.5

68.0

1.00

0.93

1.36

46.4

All Vehicles

1994 5.7 1994 5.7

0.900

14.9

LOS B

21.3

161.4

0.94

0.89

1.26

46.9

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:04:12 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2045 Total AM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

274 2.0

0.505

6.6

LOS A

4.1

29.4

0.74

0.62

0.74

52.3

R2 All MCs

214 2.0

0.505

6.4

LOS A

4.1

29.4

0.74

0.62

0.74

51.9

487 2.0

0.505

6.5

LOS A

4.1

29.4

0.74

0.62

0.74

52.1

Approach North: Starky Road 7

L2 All MCs

581 2.0

0.908

20.0

LOS C

22.5

159.9

1.00

1.02

1.46

45.1

R2 All MCs

427 2.0

0.908

15.2

LOS B

22.5

159.9

1.00

1.02

1.46

45.5

1008 2.0 1008 2.0

0.908

18.0

LOS B

22.5

159.9

1.00

1.02

1.46

45.3

Approach West: Sturgeon Road 10

L2 All MCs

343 2.0

0.782

20.9

LOS C

11.1

79.3

1.00

1.03

1.49

44.6

T1 All MCs

233 2.0

0.782

16.3

LOS B

11.1

79.3

1.00

1.03

1.49

45.3

Approach

576 2.0

0.782

19.0

LOS B

11.1

79.3

1.00

1.03

1.49

44.9

All Vehicles

2072 2.0 2072 2.0

0.908

15.6

LOS B

22.5

159.9

0.94

0.93

1.30

46.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:21:27 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2025 BG PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

102 2.0

0.304

6.0

LOS A

2.0

13.9

0.56

0.57

0.56

53.2

R2 All MCs

212 2.0

0.304

5.8

LOS A

2.0

13.9

0.56

0.57

0.56

52.8

314 2.0

0.304

5.8

LOS A

2.0

13.9

0.56

0.57

0.56

52.9

Approach North: Starky Road 7

L2 All MCs

239 2.0

0.290

9.3

LOS A

1.9

14.5

0.34

0.56

0.34

51.0

R2 All MCs

129 20.0

0.290

4.7

LOS A

1.9

14.5

0.34

0.56

0.34

51.0

368 8.3

0.290

7.7

LOS A

1.9

14.5

0.34

0.56

0.34

51.0

Approach West: Sturgeon Road 10

L2 All MCs

308 2.0

0.417

10.3

LOS B

2.9

20.6

0.54

0.61

0.54

50.4

T1 All MCs

166 2.0

0.417

5.7

LOS A

2.9

20.6

0.54

0.61

0.54

51.3

Approach

475 2.0

0.417

8.7

LOS A

2.9

20.6

0.54

0.61

0.54

50.7

All Vehicles

1157 4.0 1157 4.0

0.417

7.6

LOS A

2.9

20.6

0.48

0.58

0.48

51.4

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:31:19 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2025 Total PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

102 2.0

0.350

6.2

LOS A

2.4

16.8

0.60

0.58

0.60

53.1

R2 All MCs

253 2.0

0.350

6.0

LOS A

2.4

16.8

0.60

0.58

0.60

52.7

355 2.0

0.350

6.0

LOS A

2.4

16.8

0.60

0.58

0.60

52.8

Approach North: Starky Road 7

L2 All MCs

263 2.0

0.316

9.3

LOS A

2.2

16.4

0.35

0.56

0.35

50.9

R2 All MCs

140 20.0

0.316

4.8

LOS A

2.2

16.4

0.35

0.56

0.35

50.9

403 8.3

0.316

7.7

LOS A

2.2

16.4

0.35

0.56

0.35

50.9

Approach West: Sturgeon Road 10

L2 All MCs

327 2.0

0.444

10.5

LOS B

3.2

22.5

0.57

0.62

0.57

50.3

T1 All MCs

166 2.0

0.444

5.9

LOS A

3.2

22.5

0.57

0.62

0.57

51.1

Approach

494 2.0

0.444

9.0

LOS A

3.2

22.5

0.57

0.62

0.57

50.6

All Vehicles

1252 4.0 1252 4.0

0.444

7.7

LOS A

3.2

22.5

0.51

0.59

0.51

51.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 6:29:23 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2035 BG PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

124 2.0

0.448

6.9

LOS A

3.3

23.5

0.72

0.64

0.72

52.6

R2 All MCs

294 2.0

0.448

6.7

LOS A

3.3

23.5

0.72

0.64

0.72

52.3

418 2.0

0.448

6.8

LOS A

3.3

23.5

0.72

0.64

0.72

52.4

Approach North: Starky Road 7

L2 All MCs

313 2.0

0.391

9.5

LOS A

3.0

22.4

0.42

0.56

0.42

50.7

R2 All MCs

173 20.0

0.391

5.0

LOS A

3.0

22.4

0.42

0.56

0.42

50.7

485 8.4

0.391

7.9

LOS A

3.0

22.4

0.42

0.56

0.42

50.7

Approach West: Sturgeon Road 10

L2 All MCs

403 2.0

0.571

11.5

LOS B

4.9

34.6

0.70

0.67

0.72

49.8

T1 All MCs

203 2.0

0.571

6.9

LOS A

4.9

34.6

0.70

0.67

0.72

50.6

Approach

606 2.0

0.571

9.9

LOS A

4.9

34.6

0.70

0.67

0.72

50.0

All Vehicles

1509 4.1 1509 4.1

0.571

8.4

LOS A

4.9

34.6

0.62

0.63

50.9

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 7:56:34 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2035 Total PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

124 2.0

0.508

7.5

LOS A

4.1

29.5

0.77

0.68

0.80

52.3

R2 All MCs

339 2.0

0.508

7.4

LOS A

4.1

29.5

0.77

0.68

0.80

51.9

463 2.0

0.508

7.4

LOS A

4.1

29.5

0.77

0.68

0.80

52.0

Approach North: Starky Road 7

L2 All MCs

339 2.0

0.421

9.5

LOS A

3.4

25.3

0.44

0.56

0.44

50.7

R2 All MCs

185 20.0

0.421

5.0

LOS A

3.4

25.3

0.44

0.56

0.44

50.7

524 8.4

0.421

7.9

LOS A

3.4

25.3

0.44

0.56

0.44

50.7

12.3

LOS B

5.7

40.4

0.75

0.70

0.81

49.4

Approach West: Sturgeon Road 10

L2 All MCs

423 2.0

0.605

T1 All MCs

203 2.0

0.605

7.6

LOS A

5.7

40.4

0.75

0.70

0.81

50.1

Approach

626 2.0

0.605

10.8

LOS B

5.7

40.4

0.75

0.70

0.81

49.6

All Vehicles

1614 4.1 1614 4.1

0.605

8.9

LOS A

5.7

40.4

0.65

0.69

50.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:09:08 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2045 BG PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

151 2.0

0.586

9.3

LOS A

5.7

40.5

0.86

0.77

0.99

51.2

R2 All MCs

345 2.0

0.586

9.1

LOS A

5.7

40.5

0.86

0.77

0.99

50.9

496 2.0

0.586

9.1

LOS A

5.7

40.5

0.86

0.77

0.99

51.0

Approach North: Starky Road 7

L2 All MCs

373 2.0

0.481

9.8

LOS A

4.1

31.0

0.53

0.57

0.53

50.5

R2 All MCs

205 20.0

0.481

5.3

LOS A

4.1

31.0

0.53

0.57

0.53

50.5

578 8.4

0.481

8.2

LOS A

4.1

31.0

0.53

0.57

0.53

50.5

Approach West: Sturgeon Road 10

L2 All MCs

482 2.0

0.728

14.9

LOS B

9.3

66.2

0.88

0.81

1.09

47.9

T1 All MCs

247 2.0

0.728

10.2

LOS B

9.3

66.2

0.88

0.81

1.09

48.7

Approach

729 2.0

0.728

13.3

LOS B

9.3

66.2

0.88

0.81

1.09

48.2

All Vehicles

1803 4.0 1803 4.0

0.728

10.5

LOS B

9.3

66.2

0.76

0.72

0.88

49.6

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:07:15 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

MOVEMENT SUMMARY Site: 101 [Starkey Road and Sturgeon Road - 2045 Total PM (Site Folder: Starky Road and Sturgeon Road)] Output produced by SIDRA INTERSECTION Version: 9.1.3.210 New Site Site Category: (None) Roundabout Vehicle Movement Performance Mov ID

Turn Mov Class

Demand Arrival Flows Flows [ Total HV ] [ Total HV ] veh/h % veh/h %

Deg. Satn

Aver. Level of Delay Service

v/c

sec

95% Back Of Queue [ Veh. Dist ] veh m

Prop. Que

Eff. Stop Rate

Aver. No. of Cycles

Aver. Speed km/h

East: Sturgeon Road 5

T1 All MCs

151 2.0

0.662

10.9

LOS B

7.4

52.6

0.93

0.84

1.15

50.1

R2 All MCs

391 2.0

0.662

10.7

LOS B

7.4

52.6

0.93

0.84

1.15

49.7

541 2.0

0.662

10.8

LOS B

7.4

52.6

0.93

0.84

1.15

49.8

Approach North: Starky Road 7

L2 All MCs

399 2.0

0.496

9.8

LOS A

4.4

31.6

0.54

0.57

0.54

50.6

R2 All MCs

218 2.0

0.496

5.0

LOS A

4.4

31.6

0.54

0.57

0.54

51.1

617 2.0

0.496

8.1

LOS A

4.4

31.6

0.54

0.57

0.54

50.7

16.5

LOS B

11.0

78.0

0.93

0.88

1.24

46.9

Approach West: Sturgeon Road 10

L2 All MCs

502 2.0

0.769

T1 All MCs

247 2.0

0.769

11.8

LOS B

11.0

78.0

0.93

0.88

1.24

47.7

Approach

749 2.0

0.769

14.9

LOS B

11.0

78.0

0.93

0.88

1.24

47.2

All Vehicles

1907 2.0 1907 2.0

0.769

11.5

LOS B

11.0

78.0

0.80

0.77

0.99

49.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included). Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap. Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects. SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ARCADIS - IBI GROUP | Licence: PLUS / 1PC | Processed: March 27, 2025 8:14:29 PM Project: C:\Users\lorinczs3312\ARCADIS\133341 Pinnacle Village - Internal Documents\6.0_Technical\6.23_Traffic\04_DesignAnalysis_2024-06-05\Sidra 2024-11-20\2025-03\Pinnacle Village_v.02.sip9

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix D Intersection Treatment Warrants

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

INPUT 85 percentile speed, km/h: Main Road A.A.D.T. Minor (intersecting) Road A.A.D.T Left turn volume (VLT), veh/h: Advancing volume (Vadv), veh/h: Opposing volume (Vopp), veh/h: Left turn truck volume, trucks/h: Right turn volume (VRT), veh/day:

Value 80 5,750 1,920 102 320 160 5 760

OUTPUT Percent left-turns in advancing volume: Percent trucks in left turn volume: Probability of conflict threshold: Calculated probability of conflicting arrival: Calculated conflicts per hour, veh/h:

Value 31.9% 4.9% 1.52% 2.2% 7.0

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type IV

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2025 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 3,140 1,920 8 160 320 1 60

Value 5.0% 12.5% 1.52% 0.2% 0.3

Use Detailed Method Type II

Direction: SB Period: PM Peak

Year of Analysis: 2025 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 8,270 2,150 102 435 239 5 760

Value 23.4% 4.9% 1.52% 4.0% 17.5

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type IV

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2035 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 5,050 2,150 8 239 435 1 60

Value 3.3% 12.5% 1.52% 0.3% 0.8

Use Detailed Method Type II

Direction: SB Period: PM Peak

Year of Analysis: 2035 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 9,610 2,420 102 463 269 5 760

Value 22.0% 4.9% 1.52% 4.7% 21.6

Use Detailed Method RT Lane warranted base storage requirement 25 m - standard storage length 20 m + additional truck storage 0m = total additional storage required 5m Type IV

Additional Storage Required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2045 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 5,660 2,420 8 269 463 1 60

Value 3.0% 12.5% 1.52% 0.4% 1.1

Use Detailed Method Type II

Direction: SB Period: PM Peak

Year of Analysis: 2045 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 6,760 3,370 102 382 188 5 1,253

Value 26.7% 4.9% 1.52% 3.0% 11.4

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type IV

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 3,570 3,370 36 188 382 1 60

Value 19.1% 2.8% 1.52% 0.9% 1.7

Use Detailed Method Type III

Direction: SB Period: PM Peak

Year of Analysis: 2025 (total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 9,390 3,750 102 503 269 1 1,308

Value 20.3% 1.0% 1.52% 5.2% 26.0

Use Detailed Method RT Lane warranted base storage requirement 25 m - standard storage length 20 m + additional truck storage 0m = total additional storage required 5m Type IV

Additional Storage Required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2035 (total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 5,530 3,750 38 269 503 2 60

Value 14.1% 5.3% 1.52% 1.9% 5.0

Use Detailed Method Type IV

Direction: SB Period: PM Peak

Year of Analysis: 2035 (total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 10,370 4,020 102 531 299 5 1,308

Value 19.2% 4.9% 1.52% 5.9% 31.5

Use Detailed Method RT Lane warranted base storage requirement 25 m - standard storage length 20 m + additional truck storage 0m = total additional storage required 5m Type IV

Additional Storage Required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: NB Period: PM Peak

Year of Analysis: 2045 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Trestle Ridge Rd / E Estates

Value 80 6,140 4,020 38 299 531 2 60

Value 12.7% 5.3% 1.52% 2.2% 6.7

Use Detailed Method Type IV

Direction: SB Period: PM Peak

Year of Analysis: 2045 (total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 1,920 600 7 101 48 -

Value 6.9% 0.0% 1.83% 0.0% 0.0

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2025 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 2,150 730 9 124 58 -

Value 7.3% 0.0% 1.83% 0.1% 0.1

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2035 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 2,420 890 11 151 71 -

Value 7.3% 0.0% 1.83% 0.1% 0.2

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2045 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 3,370 1,560 90 180 77 244

Value 50.0% 0.0% 1.83% 0.6% 1.2

Use Detailed Method Type II

Direction: EB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 3,370 1,560 7 101 180 -

Value 6.9% 0.0% 1.83% 0.1% 0.1

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 50 3,750 1,730 98 208 94 298

Value 47.1% 0.0% 2.45% 0.9% 1.9

Use Detailed Method Type II

Direction: EB Period: PM Peak

Year of Analysis: 2035 Total Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 3,750 1,730 9 122 88 -

Value 7.4% 0.0% 1.83% 0.1% 0.1

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2035 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 50 4,020 1,730 98 232 115 1 363

Value 42.2% 1.0% 2.45% 1.2% 2.7

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type III

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2045 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Trestle Ridge Road Minor Rd: Pinnacle Way / Village

Value 70 4,020 1,728 11 151 101 -

Value 7.3% 0.0% 1.83% 0.1% 0.2

Use Detailed Method Type II

Direction: WB Period: AM Peak

Year of Analysis: 2045 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additonal Storage Not Requied

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Bellerose Dr / Pinnacle Way

Value 80 7,500 5,000 212 470 277 10 260

Value 45.1% 4.7% 1.52% 7.1% 33.1

Use Detailed Method Type IV

Direction: NB Period: PM Peak

Year of Analysis: 2025 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

25 m 20 m 0m 5m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Bellerose Dr / Pinnacle Way

Value 80 7,500 5,000 1 277 470 854

Value 0.4% 0.0% 1.52% 0.1% 0.2

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type II

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: SB Period: PM Peak

Year of Analysis: 2025 (Background) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Bellerose Dr / Pinnacle Way

Value 80 8,400 5,220 212 527 315 5 328

Value 40.2% 2.4% 1.52% 9.4% 49.5

Use Detailed Method Type IV

Direction: NB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

30 m 20 m 0m 10 m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Range Rd 251 / Starkey Rd Minor Rd: Bellerose Dr / Pinnacle Way

Value 80 8,400 5,220 1 315 527 963

Value 0.3% 0.0% 1.52% 0.1% 0.2

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type II

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: SB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 28-Mar-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 7,850 2,870 8 387 474 904

Value 2.1% 0.0% 1.52% 0.6% 2.3

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type III

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2025 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 7,030 2,870 85 477 387 2 42

Value 17.8% 2.4% 1.52% 5.5% 26.2

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2025 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

25 m 20 m 0m 5m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 10,110 4,590 10 508 618 1,373

Value 2.0% 0.0% 1.52% 1.4% 6.9

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type III

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2035 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 9,110 4,590 139 618 508 3 52

Value 22.5% 2.2% 1.52% 14.3% 88.3

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2035 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

40 m 20 m 0m 20 m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 12,150 5,250 13 608 741 1,588

Value 2.1% 0.0% 1.52% 2.7% 16.5

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type IV

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2045 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 10,940 5,250 158 741 608 3 63

Value 21.3% 1.9% 1.52% 24.5% 181.2

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2045 (BG) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

55 m 20 m 0m 35 m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 7,920 3,140 8 392 489 943

Value 2.0% 0.0% 1.52% 0.6% 2.5

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type III

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 7,220 3,140 97 489 392 2 42

Value 19.8% 2.1% 1.52% 6.3% 31.0

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2025 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

25 m 20 m 0m 5m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 10,200 4,880 10 513 631 1,416

Value 1.9% 0.0% 1.52% 1.4% 7.2

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type III

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2035 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 9,320 4,880 152 775 513 3 52

Value 19.6% 2.0% 1.52% 20.6% 159.3

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2035 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

50 m 20 m 0m 30 m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 12,230 5,540 13 613 754 1,631

Value 2.1% 0.0% 1.52% 2.8% 17.2

Use Detailed Method RT Lane warranted base storage requirement - standard storage length + additional truck storage = total additional storage required Type IV

Additonal Storage Not Requied

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

Direction: EB Period: PM Peak

Year of Analysis: 2045 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

Main Rd: Highway 37 Minor Rd: Range Rd 251 / Starkey Rd

Value 80 11,140 5,540 171 754 613 3 63

Value 22.7% 1.8% 1.52% 26.8% 201.7

Use Detailed Method Type IV

Direction: WB Period: PM Peak

Year of Analysis: 2045 (Total) Date of Analysis: 01-Apr-2025 Type IV Warranted

Detailed Method Chart

Type III Warranted

1000

900

800

Opposing Volume (Vopp), veh/h

Intersection Analysis Rural Two-Lane Undivided Highways

700

600

500

400

300

Additional Storage Required

base storage requirement - standard storage length + additional truck storage = total additional storage required

CALIBRATION CONSTANTS Variable Average time for making left-turn, s: Critical headway (gap), s: Average time to clear, s:

Classification: Protected A

65 m 20 m 0m 45 m

200

100

Value 3.0 5.0 1.9

0 0

100

200

300

400

500

600

700

Advancing Volume (Vadv), veh/h

800

900

1000

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix E Signal Warrant Calculation

AT - Traffic Signal Warrant Analysis Main Street (name)

Range Rd 251/Starkey Rd

Direction (EW or NS)

Road Authority:

Side Street (name)

E Estates Way / Trestle Ridge Rd

Direction (EW or NS)

City:

Quadrant / Int #

2045 Total

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Analysis Date:

2025 Mar 28, Fri

Count Date:

2022 Oct 05, Wed

Other input NS EW

Speed (Km/h) 70 60

Truck % 4.0% 3.0%

Bus Rt (y/n) n n

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Th & LT

Excl LT

Range Rd 251/Starkey Rd NB 1 1 Range Rd 251/Starkey Rd SB 1 E Estates Way / Trestle Ridge Rd WB 1 E Estates Way / Trestle Ridge Rd EB 1 Are the E Estates Way / Trestle Ridge Rd WB right turns significantly impeded by through movements? (y/n) Are the E Estates Way / Trestle Ridge Rd EB right turns significantly impeded by through movements? (y/n)

1 1

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

n n

(y/n) (y/n) (y/n) (#) (y/n)

Ped1

Ped2

Ped3

Ped4

W Side

E Side

N Side

S Side

247

241

188

146

319

311

242

188

141

122

155

134

231

111

199

114

E Estates Way / Trestle Ridge Rd

102

290

139

250

143

101

Total (6-hour peak)

312

1,383

493

138

1,256

833

217

618

Average (6-hour peak)

230

209

139

103

LT 139

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Range Rd 251/Starkey Rd

103

Ped4

114

451

209

230

238

Veh

Ped

RESET SHEET

365

Range Rd 251/Starkey Rd

NOT Warranted

273

110

RT 36

Ped3 0

180

Average 6-hour Peak Turning Movements

<-- North

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

press 'Set Peak Hours' Button to set the peak hour periods

(yyyy-mm-dd)

Date Entry Format:

Lane Configuration

Range Rd 251/Starkey Rd E Estates Way / Trestle Ridge Rd

AT Sturgeon County

AT - Traffic Signal Warrant Analysis E Estates Way / Trestle Ridge Rd Pinnacle Way / Pinnacle Side Street (name) Village

Main Street (name)

Quadrant / Int #

Direction (EW or NS)

Road Authority:

Direction (EW or NS)

City:

2045 Total

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Analysis Date:

2025 Mar 28, Fri

Count Date:

2022 Sep 29, Thu (yyyy-mm-dd)

E Estates Way / Trestle Ridge Rd WB 1 E Estates Way / Trestle Ridge Rd EB 1 Pinnacle Way / Pinnacle Village NB 1 Pinnacle Way / Pinnacle Village SB 1 Are the Pinnacle Way / Pinnacle Village NB right turns significantly impeded by through movements? (y/n) Are the Pinnacle Way / Pinnacle Village SB right turns significantly impeded by through movements? (y/n) Speed (Km/h) 70 40

Other input EW NS

Truck % 3.0% 0.0%

Bus Rt (y/n) n n

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Excl LT

Th & LT

Date Entry Format:

Lane Configuration

E Estates Way / Trestle Ridge Rd Pinnacle Way / Pinnacle Village

AT Sturgeon County

1 1

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

n n

Ped1

Ped2

Ped3

Ped4

EW S Side

W Side

E Side

N Side

108

140

107

101

Total (6-hour peak)

197

333

552

332

383

124

Average (6-hour peak)

E Estates Way / Trestle Ridge Rd

Ped2

140

Veh

Ped

RESET SHEET

E Estates Way / Trestle Ridge Rd

Not Warranted - Vs<75

180

RT 56

Ped1 0

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Average 6-hour Peak Turning Movements

North -->

Pinnacle Way / Pinnacle Village

press 'Set Peak Hours' Button to set the peak hour periods

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

(y/n) (y/n) (y/n) (#) (y/n)

AT - Traffic Signal Warrant Analysis Range Rd 251/Starkey Rd

Direction (EW or NS)

Road Authority:

Side Street (name) Bellerose Dr / Pinnacle Way

Direction (EW or NS)

City:

Quadrant / Int #

2045 Background

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Range Rd 251/Starkey Rd NB 1 1 Range Rd 251/Starkey Rd SB 1 Bellerose Dr / Pinnacle Way WB 1 Bellerose Dr / Pinnacle Way EB 1 Are the Bellerose Dr / Pinnacle Way WB right turns significantly impeded by through movements? (y/n) Are the Bellerose Dr / Pinnacle Way EB right turns significantly impeded by through movements? (y/n) Other input NS EW

Speed (Km/h) 70 70

Truck % 4.0% 3.0%

Bus Rt (y/n) n n

Analysis Date:

2025 Mar 28, Fri

Count Date:

2022 Oct 04, Tue (yyyy-mm-dd)

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Excl LT

Lane Configuration

Range Rd 251/Starkey Rd Bellerose Dr / Pinnacle Way

AT Sturgeon County

Date Entry Format:

Th & LT

Main Street (name)

1 1

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

1 n n

Ped1

Ped2

Ped3

Ped4

W Side

E Side

N Side

S Side

220

392

130

185

166

285

508

168

108

240

148

186

143

150

188

144

283

355

272

133

142

161

315

396

303

148

158

180

Total (6-hour peak)

1,190

1,631

113

1,762

719

135

640

937

Average (6-hour peak)

198

272

294

120

107

156

Range Rd 251/Starkey Rd

198

156

Ped4

120

274

472

294

272

107

414

Veh

Ped

RESET SHEET

489

Range Rd 251/Starkey Rd

333

144

Warranted

382

144

40 NB

Ped3 0

<-- North

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Average 6-hour Peak Turning Movements

Bellerose Dr / Pinnacle Way

LT 128 press 'Set Peak Hours' Button to set the peak hour periods

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

(y/n) (y/n) (y/n) (#) (y/n)

AT - Traffic Signal Warrant Analysis Range Rd 251/Starkey Rd

Direction (EW or NS)

Road Authority:

Side Street (name) Bellerose Dr / Pinnacle Way

Direction (EW or NS)

City:

Quadrant / Int #

2045 Total

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Speed (Km/h) 70 70

Truck % 4.0% 3.0%

Bus Rt (y/n) n n

Analysis Date:

2025 Mar 28, Fri

Count Date:

2022 Oct 04, Tue (yyyy-mm-dd)

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Excl LT

Lane Configuration

Range Rd 251/Starkey Rd Bellerose Dr / Pinnacle Way

AT Sturgeon County

Date Entry Format:

Th & LT

Main Street (name)

1 1

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

1 n n

Ped1

Ped2

Ped3

Ped4

W Side

E Side

N Side

S Side

232

431

141

185

166

301

558

182

112

240

148

211

158

150

214

160

283

403

301

141

155

161

315

449

336

157

173

180

Total (6-hour peak)

1,190

1,810

143

1,944

769

157

690

937

Average (6-hour peak)

198

302

324

128

115

156

Range Rd 251/Starkey Rd

198

156

Ped4

128

282

506

324

302

115

453

Veh

Ped

RESET SHEET

524

Range Rd 251/Starkey Rd

341

164

Warranted

420

164

44 NB

Ped3 0

<-- North

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Average 6-hour Peak Turning Movements

Bellerose Dr / Pinnacle Way

LT 128 press 'Set Peak Hours' Button to set the peak hour periods

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

(y/n) (y/n) (y/n) (#) (y/n)

AT - Traffic Signal Warrant Analysis AT

Main Street (name)

Hwy 37

Direction (EW or NS)

Road Authority:

Side Street (name)

Range Rd 251/Starkey Rd

Direction (EW or NS)

City:

Sturgeon County

Quadrant / Int #

Analysis Date:

2025 Apr 02, Wed

Count Date:

2022 Oct 04, Tue

2045 Background

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Hwy 37 WB 1 1 Hwy 37 EB 1 Range Rd 251/Starkey Rd NB 1 Range Rd 251/Starkey Rd SB 1 Are the Range Rd 251/Starkey Rd NB right turns significantly impeded by through movements? (y/n) Are the Range Rd 251/Starkey Rd SB right turns significantly impeded by through movements? (y/n) Speed (Km/h) 70 70

Other input EW NS

Truck % 2.0% 2.0%

Bus Rt (y/n) n n

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Th & LT

Excl LT

Lane Configuration

Hwy 37 Range Rd 251/Starkey Rd

1 1

1 1 1 n n

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

(y/n) (y/n) (y/n) (#) (y/n)

Ped1

Ped2

Ped3

Ped4

EW S Side

W Side

E Side

N Side

191

306

445

129

247

126

396

576

167

270

216

273

219

146

142

515

413

121

158

574

460

135

430

516

2,334

2,328

679

Average (6-hour peak)

150

389

388

113

Hwy 37

Ped2

113

236

465

388

389

150

509

Veh

Ped

RESET SHEET

480

Hwy 37

212

142

Warranted

548

142

TH 13

27 RT 9

Ped1 0 WB

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Average 6-hour Peak Turning Movements

North -->

901

Range Rd 251/Starkey Rd

163 Total (6-hour peak)

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

press 'Set Peak Hours' Button to set the peak hour periods

(yyyy-mm-dd)

Date Entry Format:

AT - Traffic Signal Warrant Analysis AT

Main Street (name)

Hwy 37

Direction (EW or NS)

Road Authority:

Side Street (name)

Range Rd 251/Starkey Rd

Direction (EW or NS)

City:

Sturgeon County

Quadrant / Int #

Analysis Date:

2025 Apr 02, Wed

Count Date:

2022 Oct 04, Tue

2045 Total

Comments

CHECK SHEET

for Warrant Calculation Results, please hit 'Page Down'

Other input EW NS

Truck % 2.0% 2.0%

Bus Rt (y/n) n n

# of Thru Lanes

UpStream Signal (m)

Excl RT

Th & RT

Th+RT+LT

Through

Th & LT

Excl LT

Lane Configuration

Hwy 37 Range Rd 251/Starkey Rd

1 1

1 1 1 n n

Demographics Elem. School/Mobility Challenged Senior's Complex Pathway to School Metro Area Population Central Business District

(y/n) (y/n) (y/n) (#) (y/n)

Ped1

Ped2

Ped3

Ped4

W Side

E Side

N Side

S Side

195

107

306

445

130

252

138

396

576

169

270

216

273

219

149

153

515

413

126

171

574

460

140

475

560

2,334

2,328

698

Average (6-hour peak)

153

389

388

116

Hwy 37

Ped2

116

246

472

388

389

153

512

Veh

Ped

RESET SHEET

487

Hwy 37

223

148

Warranted

551

148

TH 13

27 RT 9

Ped1 0 WB

W = [Cbt(Xv-v) / K1 + (F (Xv-p) L) / K2] x Ci

Average 6-hour Peak Turning Movements

North -->

918

Range Rd 251/Starkey Rd

166 Total (6-hour peak)

n n n 20,495 n

Median (m) 0.0

Set Peak Hours

Traffic Input

press 'Set Peak Hours' Button to set the peak hour periods

(yyyy-mm-dd)

Date Entry Format:

ARCADIS GROUP DRAFT REPORT PINNACLE VILLAGE OUTLINE PLAN Prepared for Pinnacle Investments Inc.

Appendix F Illumination Warrant

Main Road Name: Trestle Ridge Road (Township Rd 544A) Minor Road Name: Pinnacle Way City of Edmonton, AB Warrant Undertaken by Mladen Pecanac Company name: Arcadis Date: 2024-06-06

Item No.

Rating Factor 'R'

Classification Factor 0

Weight Subcategory (If Applicable)

Weight 'W'

Enter 'R' Here

Score 'R' x 'W'

Raised and Operating Speed Less than 70 km/h on at Least One Channelized Approach or

Geometric Factors (G)

Channelization

None

Right and/or Left Turn Lanes on Minor Approach Only

Right Turn Lane(s) Only on Major Leg(s)

Left Turn Lane(s) on Major Leg(s)

Left and Right Turn Lanes on All Legs

Raised and Operating Speed Less than 70 km/h or More on at Least One Channelized Approach or Pained Only

Approach Sight Distance on the Most Constrained Approach (Relative to Recommended Minimum Intersection Sight Distance)

100 % or More

75% to 99%

50% to 74%

25% to 49%

<25%

Tangent

>1800 m

1150 to 1800 m

750 to 1150 m

< 750 m

Tangent

>1400 m

950 to 1400 m

600 to 950 m

<600 m

Tangent

>950 m

550 to 950 m

340 to 550 m

<340 m

Tangent

>575 m

320 to 575 m

190 to 320 m

<190 m

80 or 100 Degree Angle

70 or 110 Degree Angle

<70 or> 110 Degree or Offest Intersection

>7.0% or Exceeds Maximum Gradient for Type and Speed of Road

Subtotal Geometric Factors

Only One 'R' Value is To Be Entered for These Three Rows!

Horizontal Curvature (Radius) at or Immediately Before Intersection on Any Leg for Posted Speed Limit of: 3

110 km/hr: 90 or 100 km/hr: 70 or 80 km/hr: 60 km/hr:

Angle of lntersection or Offset Intersection

90 Degree Angle

Downhill Approach Grades at or Immediately Before Intersection on Any Leg

<3.0%

Number of legs

3.1 to 3.9% and Meets 4.0 to 4.9% and Meets 5.0 to 7.0% and Design Guidelines for Design Guidelines for Meets Design Type and Speed of Type and Speed of Guidelines for Type Road Road and Speed of Road 3

6 or More

Operational Factors (O) If the Intersection is Signalized, Illumination is Warranted If the Intersection is NOT Signalized, Points Should Be Calculated on the Basis of Either the AADT Factor or the Signalization Warrant Factor Either AADT (2-way) (See Note 1):

On Major Road and

<1000

1000 to 2000

2000 to 3000

3000 to 5000

>5000

On Minor Road

<500

500 to 1000

1000 to 1500

1500 to 2000

>2000

Intersection Not Signalized and Volume-Based Signal Warrant is Less than 20% Satisfied

Intersection Not Signalized and Volume-Based Warrant is 20% to 40% Satisfied

Intersection Not Signalized and VolumeBased Warrant is 40% to 60% Satisfied

Intersection Not Signalized and Volume-Based Warrant is 60% to 80% Satisfied

Intersection Not Signalized and Volume-Based Warrant is over 80% Satisfied

Signalization Warrant (See Note 1)

Regular Nighttime Hourly Pedestrian Volume (See Note 2)

No Pedestrian

Up to 10

10 to 30

30 to 50

Over 50

Intersecting Roadway Classifications

No Primary Road Involved

Primary/Rural Major, Primary/Rural Minor, or Primary/Designated Community Access

Primary/Secondary

Primary/Primary

Intersection Includes Divided Highway

Operating Speed or Posted Speed limit on Major Road (See Note 3)

50 km/h or Less

60 km/h

70 km/h

80 km/h

90 km/h or Over

Operating Speed or Posted Speed limit on Minor Road (See Note 3)

50 km/h or Less

60 km/h

70 km/h

80 km/h

91 km/h or Over

Subtotal Operational Factors

Environmental Factors (E) Lighted Development Within 150 m Radius of Intersection

In One Quadrant

In Two Quadrant

In Three Quadrants

In Four Quadrants

Subtotal Environmental Factors

Only One 'R' Value is To Be Entered for These Two Rows!

0 50

10 10

Collision Factors (A)

1 or 2 Collisions

Average Annual Nighttime Collision Frequency (See Note 4) or Rate over Last Three Year (Only Collisions Potentially Attributable to Inadequate Lighting)

0 Collisions per Year

1 Collisions per Year

15 Only One 'R' Value is To Be Entered for These Two Rows

3 or More Collisions Per Year OR At Least 1.5 Collisions Per Million Entering Vehicles Per Year and an Average Ratio of All Nightto-Day Collisions of at Least 1.5 3 or More Collisions Per Year or Rate ≥ 1.5 Collisions/MEV

Subtotal Collisions Factors

G + O + E + A = Total Warranting Points Warranting Condition. Difference ± Notes: 1. If the intersection is not signalized, the user could choose EITHER the AADT factor OR the signalization factor. The points from either factor, but not both factors, may be used for the warrant point calculations. 2. The number of certain types of The number of child pedestrians (ages 12 und under) should be multiplied by two, and the number of senior pedestrians (age 65 and over) should be multiplied by 1.5. 3. 85th percentile nighttime speed should be used, if available. Otherwise, the posted speed may be used 4. Reported collisions, rounded to the nearest whole number