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Home My WebLink AboutTIA - 7-25-2022July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC i TABLE OF CONTENTS TABLE OF CONTENTS ........................................................................................................................ I LIST OF TABLES .............................................................................................................................. II LIST OF FIGURES ........................................................................................................................... II APPENDICES .................................................................................................................................. II 1 INTRODUCTION ....................................................................................................................... 1-1 2 EXISTING INFORMATION ........................................................................................................ 2-1 2.1 STUDY LIMITS .............................................................................................................. 2-1 2.2 EXISTING ROADWAYS ................................................................................................... 2-1 2.3 EXISTING INTERSECTIONS ............................................................................................ 2-2 2.4 TRAFFIC VOLUMES ....................................................................................................... 2-2 2.5 CAPACITY ANALYSIS ..................................................................................................... 2-2 3 EXISTING AND BACKGROUND CONDITIONS AND ANALYSIS ................................................. 3-1 3.1 2022 EXISTING ANALYSES ............................................................................................. 3-1 3.2 2025 BACKGROUND TRAFFIC VOLUMES .......................................................................... 3-2 3.3 2025 BACKGROUND ANALYSIS ....................................................................................... 3-2 4 SITE TRIP GENERATION AND DISTRIBUTION ........................................................................ 4-1 4.1 TRIP GENERATION........................................................................................................ 4-1 4.2 TRIP DISTRIBUTION ..................................................................................................... 4-1 5 2025 BUILD CONDITION AND ANALYSIS ................................................................................ 5-1 5.1 2025 BUILD TRAFFIC VOLUMES...................................................................................... 5-1 5.2 2025 BUILD ANALYSIS ................................................................................................... 5-1 6 CONCLUSIONS AND RECOMMENDATIONS .............................................................................. 6-1 July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC ii LIST OF TABLES TABLE 2-1: LEVEL OF SERVICE DEFINITIONS .................................................................................................. 2-3 TABLE 2-2: SIGNALIZED AND UNSIGNALIZED INTERSECTION LEVEL OF SERVICE CRITERIA ........................................... 2-4 TABLE 3-1: INTERSECTION LEVEL OF SERVICE, DELAY, AND 95TH PERCENTILE QUEUE SUMMARY 2022 EXISTING TRAFFIC VOLUMES ....................................................................................................... 3-1 TABLE 3-2: INTERSECTION LEVEL OF SERVICE, DELAY, AND 95TH PERCENTILE QUEUE SUMMARY 2025 BACKGROUND TRAFFIC VOLUMES ................................................................................................. 3-3 TABLE 4-1: TRIP GENERATION SUMMARY ...................................................................................................... 4-1 TABLE 5-1: INTERSECTION LEVEL OF SERVICE, DELAY, AND 95TH PERCENTILE QUEUE SUMMARY 2025 BUILD TRAFFIC VOLUMES ........................................................................................................... 5-2 TABLE 5-2: INTERSECTION LEVEL OF SERVICE, DELAY, AND 95TH PERCENTILE QUEUE SUMMARY 2025 BUILD + IMPROVEMENTS TRAFFIC VOLUMES ................................................................................... 5-3 LIST OF FIGURES FIGURE 1-1: SITE LOCATION MAP FIGURE 2-1: PRELIMINARY SITE LAYOUT FIGURE 2-2: 2022 EXISTING LANE CONFIGURATION FIGURE 2-3: 2022 EXISTING TRAFFIC VOLUMES FIGURE 3-1: 2025 AMBIENT TRAFFIC VOLUMES FIGURE 3-2: APPROVED DEVELOPMENT TRAFFIC VOLUMES FIGURE 3-3: 2025 BACKGROUND TRAFFIC VOLUMES FIGURE 4-1: TRIP DISTRIBUTION PERCENTAGES FIGURE 4-2: TRIP DISTRIBUTION VOLUMES FIGURE 5-1: 2025 BUILD TRAFFIC VOLUMES FIGURE 6-1: 2025 PROPOSED LANE CONFIGURATION APPENDICES Appendix A – Scoping Information Appendix B – Traffic Counts Appendix C – Synchro and SimTraffic Appendix D – Approved Area Developments Appendix E – NCDOT Nomographs July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 1-1 1 INTRODUCTION This report presents the proposed Lake Pointe residential development traffic impact analysis (TIA) findings. The development will be located off Dairy Farm Road in Castle Hayne, NC (see Figure 1-1) and will consist of 300 multifamily residential units. Analyses were completed for the 2022 Existing traffic volumes, 2025 Background traffic volumes, and 2025 Build traffic volumes (background + site trips). The purpose of this assessment is as follows: 1. Verify that the existing geometry provided within the study area is sufficient to accommodate the projected traffic volumes; and 2. Determine what, if any, improvements are necessary at the proposed site access connections to the Lake Pointe Development. The following steps were taken to determine the potential traffic impacts associated with this project: 1. Data Collection – AM (7:00 – 9:00) and PM (4:00 – 6:00) peak period turning movement counts were collected in May 2022 at the following intersections: • SR-2181 (Dairy Farm Road) / SR-1002 (Holly Shelter Road); • SR-2181 (Dairy Farm Road) / SR-2180 (Blue Clay Road)**; and • SR-2181 (Dairy Farm Road) / SR-1336 (Sidbury Road). ** Traffic counts were assumed at the Dairy Farm Road / Blue Clay Road intersection 2. Trip Generation/Future Traffic – Traffic generated by the proposed development was estimated using the 11th Edition of the Institute of Transportation Engineers’ Trip Generation Manual. Trip generation was calculated following the NCDOT trip generation standards and practices. As described in the scoping document (see Appendix A), projected traffic volumes were calculated using a 3% ambient growth rate and projected site trips from the following approved area development: Sidbury Crossing Apartments. 3. Trip Distribution and Projections – The site-generated trip distribution was based on the existing area traffic distribution and Engineering judgement. 4. Traffic Capacity Analysis – Level of service analyses were performed using SYNCHRO Version 10.3 for the following intersections: • SR-2181 (Dairy Farm Road) / SR-1002 (Holly Shelter Road); • SR-2181 (Dairy Farm Road) / SR-2180 (Blue Clay Road) / Site Access 1; • SR-2181 (Dairy Farm Road) / SR-1336 (Sidbury Road); and • SR-2181 (Dairy Farm Road) / Site Access 2. 5. Review of Proposed Improvements – Roadway improvements proposed to accommodate projected site-generated traffic were evaluated. Holly Shelter Road Traffic Impact Analysis Site Location Map Figure 1-1 NOT TO SCALE N Legend = Study Area Intersection = Driveway Intersection SITE July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 2-1 2 EXISTING INFORMATION The proposed development will be located off Dairy Farm Road in Castle Hayne, NC, as shown in Figure 1-1. 2.1 STUDY LIMITS Access to the proposed site will be provided via two full movement site access connections to Dairy Farm Road. Site Access 1 will align opposite Blue Clay Road, where Site Access 2 will be full access T-intersection located approximately 500-feet south of Site Access 1. The entrances are shown graphically in Figure 1-1 and on the preliminary proposed development site layout in Figure 2-1 (all figures are located at the end of their respective chapter). The study limits include the following four (4) intersections: • SR-2181 (Dairy Farm Road) / SR-1002 (Holly Shelter Road); • SR-2181 (Dairy Farm Road) / SR-2180 (Blue Clay Road) / Site Access 1; • SR-2181 (Dairy Farm Road) / SR-1336 (Sidbury Road); and • SR-2181 (Dairy Farm Road) / Site Access 2. 2.2 EXISTING ROADWAYS SR-2181 (Dairy Farm Road) is a two-lane undivided facility that runs approximately north-south within the study area. According to the NCDOT Functional Class Map, the facility is classified as a major collector. Dairy Farm Road stretches from Holly Shelter Road to Sidbury Road and primarily services residential land uses. Along its length, the facility has a posted 45-mph speed limit north of Blue Clay Road and a 55- mph speed limit south of Blue Clay Road. Per 2019 NCDOT Average Annual Daily Traffic (AADT) maps, Dairy Farm Road carries 2,300 vehicles per day (VPD) north of Sidbury Road. SR-1102 (Holly Shelter Road) is a two-lane undivided facility that runs approximately east-west within the study area. According to the NCDOT Functional Class Map, the facility is classified as a major collector west of Dairy Farm Road and a minor collector east of Dairy Farm Road. Within the study area, Holly Shelter Road services residential and industrial land uses and has a posted 55-mph speed limit. Per 2019 NCDOT AADT maps, Holly Shelter Road carries 7,000 VPD west of Dairy Farm Road. SR-1336 (Sidbury Road) is a two-lane undivided facility that runs approximately north-south within the study area. According to the NCDOT Functional Class Map, the facility is classified as a major collector west of Dairy Farm Road and a minor collector east of Dairy Farm Road. Sidbury Road stretches from Blue Clay Road to US-17 and primarily services residential land uses. Along its length, the facility has a posted 55-mph speed limit. Per 2019 NCDOT AADT maps, Sidbury Road carries 3,300 VPD east of Dairy Farm Road. SR-2180 (Blue Clay Road) is a minor two-lane facility previously severed by I-40. West of Dairy Farm Road (east of I-40), Blue Clay Road services two residential developments. According to the NCDOT Functional Class Map, the Blue Clay Road is classified as a local facility. The facility has no posted speed limit or published AADT. July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 2-2 2.3 EXISTING INTERSECTIONS Using available aerial imagery and site visits, Timmons Group compiled the existing geometry for each study area intersection. The existing intersection geometry is shown in Figure 2-2. SR-2181 (Dairy Farm Road) / SR-1002 (Holly Shelter Road) is an unsignalized intersection with the north and southbound approaches encountering the stopped condition. All intersection approaches include a shared left / through / right-turn lane. SR-2181 (Dairy Farm Road) / SR-2180 (Blue Clay Road) is an unsignalized T-intersection with the eastbound Blue Clay Road approach encountering the stopped condition. The northbound intersection approach includes a shared through / left-turn lane. The southbound approach includes a shared through / right-turn lane. The eastbound approach includes a shared left / right-turn lane. SR-2181 (Dairy Farm Road) / SR-1336 (Sidbury Road) is an unsignalized T-intersection with the southbound approach encountering the stopped condition. The southbound approach includes a shared left / right-turn lane. The eastbound approach includes an exclusive left-turn lane and a through lane. The westbound approach includes a shared through / right-turn lane. 2.4 TRAFFIC VOLUMES Timmons Group calculated peak hour volumes for the study area intersections using the AM (7:00 – 9:00) and PM (4:00 – 6:00) peak period turning movement counts undertaken in May 2022. Turning movement traffic count data is summarized in Figure 2-3. The complete traffic count data can be found in Appendix B. 2.5 CAPACITY ANALYSIS Using field observations, aerial photography, and traffic count data, traffic operations were analyzed during 2022 (existing) and 2025 (without and with the proposed development site trips). Capacity analysis allows traffic engineers to determine the impacts of traffic on the surrounding roadway network. The Transportation Research Board’s (TRB) Highway Capacity Manual (HCM) methodologies govern how the capacity analyses are conducted and how the results are interpreted. There are six letter grades of Levels of Service (LOS) from A to F, with LOS A representing the best operating conditions and LOS F the worst operating conditions. At signalized intersections, an overall intersection LOS E is generally considered unacceptable. At unsignalized intersections, a LOS E is generally considered acceptable only if the side street encounters delay. Nevertheless, side streets typically function at a LOS F during peak traffic periods, because the traffic volumes often do not warrant a traffic signal to assist side street traffic. Table 2-1 shows in detail how each of these levels of service are interpreted. July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 2-3 Table 2-1: Level of Service Definitions For signalized and unsignalized intersections, level of service is defined in terms of delay, a measure of driver discomfort, frustration, fuel consumption and lost travel time. Table 2-2 summarizes the delay associated with each LOS category: A Free flow, low traffic density. No vehicle waits longer than one signal indication. B Delay is not unreasonable, stable traffic flow. On a rare occasion motorists wait through more than one signal indication. C Stable condition, movements somewhat restricted due to higher volumes, but not objectionable for motorists. Intermittently drivers wait through more than one signal indication, and occasionally backups may develop behind left turning vehicles, traffic flow still stable and acceptable. D Movements more restricted, queues and delays may occur during short peaks, but lower demands occur often enough to permit clearing, thus preventing excessive backups. Delays at intersections may become extensive with some, especially left-turning vehicles waiting two or more signal indications, but enough cycles with lower demand occur to permit periodic clearance, thus preventing excessive backups. E Actual capacity of the roadway invloves delay to all motorists due to congestion. Very long queues may create lengthly delays, especially for left-turning vehicles. F Forced flow with demand volumes greater than capacity resulting in complete congestion. Volumes drop to zero in extreme cases. Backups from locations downstream restrict or prevent movement of vehicles out of approach creating a storage ares during part or all of an hour. SOURCE: "A Policy on Design of Design of Urban Highways and Arterial Streets" - AASHTO, 1973 based upon material published in "Highway Capacity Manual", National Academy of Sciences, 1965. Level of Service Roadway Segments or Controlled Access Highways Intersections July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 2-4 Table 2-2: Signalized and Unsignalized Intersection Level of Service Criteria Capacity analyses were performed to assess operational conditions. Study area intersections were analyzed using SYNCHRO Version 10.3 based on Highway Capacity Manual (HCM) methodologies with the following assumptions: • Existing grades; • 12-foot lane widths; • No parking activity, bus stops, or pedestrians; • Peak hour factor (PHF) of 0.90; • Heavy vehicle percentages 2%; and • Minimum 4 vehicles per hour (VPH) for all allowed permissible movements. A ≤ 10 A 0 to 10 B > 10 to ≤ 20 B > 10 to ≤ 15 C > 20 to ≤ 35 C > 15 to ≤ 25 D > 35 to ≤ 55 D > 25 to ≤ 35 E > 55 to ≤ 80 E > 35 to ≤ 50 F > 80 F > 50 Source: Exhibit 16-2 and Exhibit 17-2 from TRB's "Highway Capacity Manual 2000" Signalized Intersections Level of Service Level of Service Control Delay per Vehicle (sec/veh) Unsignalized Intersections Average Control Delay (sec/veh) Lake Pointe Development Traffic Impact Analysis Preliminary Site Layout Figure 2-1 SITE LEGEND: Existing Road Proposed Access Signalized Intersection Unsignalized Intersection Existing Lane Configuration Lake Pointe Development Traffic Impact Analysis 2022 Existing Lane Configuration Figure 2-2 NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway 200' Dairy Farm Road SPEED LIMIT 55 SPEED LIMIT 55 SPEED LIMIT 55 SPEED LIMIT 45 SITE 0 (0) 270 (192) 104 (38) 47032 (46) (0) (142) 1 (0) 152 (245) 48 (37) 200 (0) (0) (0) 319 (238) 201 (282) 1 (0) 2 (0) 374 (230) 184 (387) 064 (0) (230) 0 (0) 0 (0) 0 177 (0) (91) 0 (0) 0 (0) (230) 177(91) 64 23 (19) 341 (200) 41 (211) 107 (212) 154 23 (74) (17) 495 (274) 148 (423) 364 (219) 130 (229) Lake Pointe Development Traffic Impact Analysis 2022 Existing Traffic Volumes Figure 2-3 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 3-1 3 EXISTING AND BACKGROUND CONDITIONS AND ANALYSIS 3.1 2022 EXISTING ANALYSES Table 3-1 summarizes the 2022 Existing intersection LOS, delay, and queue lengths based on the geometry shown in Figure 2-2 and the 2022 Existing traffic volumes shown in Figure 2-3. The corresponding SYNCHRO and SimTraffic outputs are included in Appendix C. All Dairy Farm Road / Holly Shelter Road unsignalized intersection approaches are currently operating at a LOS C or better during both 2022 Existing peak hours. All Dairy Farm Road / Blue Clay Road unsignalized intersection approaches are currently operating at a LOS A during both 2022 Existing peak hours. All Dairy Farm Road / Sidbury Road unsignalized intersection approaches are currently operating at a LOS B or better during both 2022 Existing peak hours. Table 3-1: Intersection Level of Service, Delay and 95th Percentile Queue Summary 2022 Existing Traffic Volumes July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 3-2 3.2 2025 BACKGROUND TRAFFIC VOLUMES Figure 3-1 shows the 2025 ambient traffic volumes calculated using a 3% ambient growth rate for three (3) years. Currently there is one (1) development in the project study area that will be fully build-out by 2025: Sidbury Crossings Apartment Development (see Appendix D). Listed below are the site trip distribution assumptions and proposed offsite improvements. • Sidbury Crossing Apartments o TIA sealed July 8th, 2020 (Davenport) o Located off Old Dairy Road o Assumed to be fully constructed in 2024 o Land use: 320 multifamily units o Trip distribution based on Davenport TIA o Off-site intersection improvement recommendations:  Dairy Farm Road / Sidbury Road • 150-foot southbound left-turn lane • Extend eastbound left-turn lane to 400-feet Projected and distributed trips from the approved development (see Appendix D) are located in Figure 3-2. These trips were added to the 2025 ambient volumes (Figure 3-1) to determine the 2025 Background traffic volumes (see Figure 3-3). Per discussions with the NCDOT, there are no public improvement projects in the study area that will be constructed in the project study area. 3.3 2025 BACKGROUND ANALYSIS Table 3-2 summarizes the 2025 Background intersection LOS, delay, and queue lengths based on the geometry shown in Figure 2-2 and the 2025 Background traffic volumes shown in Figure 3-3. The corresponding SYNCHRO and SimTraffic outputs are included in Appendix C. All Dairy Farm Road / Holly Shelter Road unsignalized intersection approaches are projected to operate at a LOS C or better during both 2025 Background peak hours. All Dairy Farm Road / Blue Clay Road unsignalized intersection approaches are projected to operate at a LOS B or better during both 2025 Background peak hours. All Dairy Farm Road / Sidbury Road unsignalized intersection approaches are projected to operate at a LOS C or better during both 2025 Background peak hours. The eastbound and southbound left-turn storage are both adequate to handle the projected queued vehicles. July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 3-3 Table 3-2: Intersection Level of Service, Delay and 95th Percentile Queue Summary 2025 Background Traffic Volumes SITE 0 (0) 295 (210) 114 (42) 51035 (50) (0) (155) 1 (0) 166 (268) 52 (40) 200 (0) (0) (0) 348 (260) 219 (308) 1 (0) 2 (0) 409 (252) 201 (423) 070 (0) (251) 0 (0) 0 (0) 0 193 (0) (99) 0 (0) 0 (0) (251) 193(99) 70 25 (21) 373 (219) 45 (231) 117 (232) 168 25 (81) (19) 541 (300) 162 (463) 398 (240) 142 (251) Lake Pointe Development Traffic Impact Analysis 2025 Ambient Traffic Volumes Figure 3-1 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road SITE 0 (0) 0 (0) 0 (0) 000 (0) (0) (0) 0 (0) 0 (0) 0 (0) 000 (0) (0) (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 00 (0) (0) 0 (0) 0 (0) 00 (0) (0) 0 (0) 0 (0) (0) 0(0) 0 5 (13) 0 (0) 26 (73) 0 (0) 72 13 (47) (8) 72 (47) 26 (73) 5 (13) 13 (8) Lake Pointe Development Traffic Impact Analysis Approved Development Traffic Volumes Figure 3-2 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road SITE 0 (0) 295 (210) 114 (42) 51035 (50) (0) (155) 1 (0) 166 (268) 52 (40) 200 (0) (0) (0) 348 (260) 219 (308) 1 (0) 2 (0) 409 (252) 201 (423) 070 (0) (251) 0 (0) 0 (0) 0 193 (0) (99) 0 (0) 0 (0) (251) 193(99) 70 30 (34) 373 (219) 71 (304) 117 (232) 240 38 (128) (27) 613 (347) 188 (536) 403 (253) 155 (259) Lake Pointe Development Traffic Impact Analysis 2025 Background Traffic Volumes Figure 3-3 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 4-1 4 SITE TRIP GENERATION AND DISTRIBUTION Site trips for the Lake Pointe residential development were estimated based on the proposed land use supplied by the developer and subsequently distributed onto the surrounding roadway network. 4.1 TRIP GENERATION The site-generated trips shown in Table 4-1 are based on trip generation information provided in the 11th Edition of the Institute of Transportation Engineers’ (ITE’s) Trip Generation Manual and the anticipated residential development. The trip generation was calculated using the proposed number of residential units as the independent variable. The provided equation was used to help generate trips (per NCDOT standards). Table 4-1: Trip Generation Summary ITE Land Use Code Independent Variable Daily Traffic AM Peak Hour PM Peak Hour In Out Total In Out Total 220 – Multifamily Housing (Low-Rise) 300 Units 1,998 28 88 116 94 56 150 SOURCE: Institute of Transportation Engineers’ Trip Generation Manual 11th Edition (2022) AM peak hour trips generated totaled 28 incoming and 88 outgoing where PM peak hour trips totaled 94 incoming and 56 outgoing. Average daily traffic (ADT) volumes generated by the development totaled 1,998 VPD. No reduction in trips was included due to internal capture and/or pass-by trips. 4.2 TRIP DISTRIBUTION The directional traffic patterns, or trip distribution, of the site-generated traffic was determined using the existing AM and PM peak hour traffic characteristics and Engineering judgement. It was assumed, for purposes of this study, that all site traffic would enter and exit the study area in a similar manner as the existing traffic. Area trip distribution is based on traffic counts performed by Timmons Group. Total trips into and out of the study area using Holly Shelter Road and Sidbury Road form the basis for the percentage distribution. Distribution percentages into and out of the study area were calculated using existing traffic volumes entering and exiting the study area. The percentages were routed, via shortest path, to and from the proposed development. The distribution percentages were then applied to the generated trips to predict routes and project traffic volumes for the 2025 Build scenario. Figure 4-1 shows the trip distribution percentages and Figure 4-2 shows the trip distribution volumes. 2025 Build traffic volumes were determined by applying the total trip distribution volumes to the Background traffic volumes (see Figure 3-1). Trip distribution percentages were reviewed and approved by the NCDOT prior to submittal of this document. SITE 10%(10%) 20% 0% 10% (20%) (0%) (10%) 20%(20%) 0% (0%)20% (20%) 20% (20%) 0% (0%) 0% (0%) 10% (10%) 10% (10%) 15%(15%) 35%(35%) 15% 35% (15%)(35%) 15% 15% (15%)(15%)0% (0%) 0% (0%) 50% (50%) 50% (50%) (15%) 35%(35%) 35% (35%)(35%) 35% 15% (35%)(15%)50% (50%) 50% (50%) 15% 35% 20%(20%) 50%(50%) 50%20% (50%) (20%) 50% (50%) 50% (50%) 20% (20%) 20% (20%) Lake Pointe Development Traffic Impact Analysis Trip Distribution Percentages Figure 4-1 LEGEND: Existing Road Proposed Road AM Peak Hour Percents PM Peak Hour Percents XX% (XX%) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road SITE 3 (9) 18 0 9 (11) (0) (6) 5 (19) 0 (0)18 (11) 5 (19) 0 (0) 0 (0) 3 (9) 9 (6) 14 (9) 30 (19) 13 10 (8) (33) 44 (14) (14) 0 (0) 0 (0) 44 (28) 14 (47) (8) 31 (20) 10 (33) (33) 30 4 (19) (14) 44 (28) 14 (47) 13 10 6 (19) 14 (47) 44 17 (28) (11) 44 (28) 14 (47) 6 (19) 17 (11) Lake Pointe Development Traffic Impact Analysis Trip Distribution Volumes Figure 4-2 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 5-1 5 2025 BUILD CONDITION AND ANALYSIS To complete the 2025 Build analyses (including site traffic from the proposed development), the estimated site trips were added to the 2025 Background traffic volumes. The projected total volumes, along with the existing intersection geometry, were used to complete the capacity analyses. 5.1 2025 BUILD TRAFFIC VOLUMES Background traffic volumes (Figure 3-3) were added to the projected Lake Pointe residential development site trips (Figure 4-2) to generate the 2025 Build traffic volumes (background + site) shown in Figure 5-1. To summarize, the 2025 Build traffic volumes (Figure 5-1) contain the following: • 2022 traffic volumes grown exponentially for 3 years at a 3% ambient growth rate (Figure 3-1); • Area development site trips (Figure 3-2); and • Site trips generated by the subject development (see Figure 4-2). 5.2 2025 BUILD ANALYSIS Table 5-1 summarizes the intersection LOS, delay, and queue lengths based on the geometry shown in Figure 2-2 and the 2025 Build traffic volumes shown in Figure 5-1. The corresponding SYNCHRO and SimTraffic outputs are included in Appendix C. All Dairy Farm Road / Holly Shelter Road unsignalized intersection approaches are projected to operate at a LOS C or better during both 2025 Build peak hours. Because all intersection approaches are projected to operate acceptably and projected queue lengths do not extend beyond existing storage bays, no improvements are recommended due to the proposed development’s construction. All Dairy Farm Road / Blue Clay Road / Site Access 1 unsignalized intersection approaches are projected to operate at a LOS B or better during both 2025 Build peak hours. Per the NCDOT Policy on Street and Driveway Access to North Carolina Highways Manual: “Generally left and right turn lanes and tapers shall be considered when: • In accordance with G.S. 137-18(29), the average daily traffic meets or exceeds 4,000 vehicles per day on any secondary route (the average daily traffic should include both the existing traffic plus traffic generated by the proposed development)” With the addition of proposed development site traffic, the 2025 AADT along Dairy Farm Road is projected to exceed 4,000 VPD. Because of this, turn lanes were considered at Site Access 1. Per the NCDOT Nomograph (see Appendix E) and projected 2025 peak hour volumes, the construction of a 50-foot northbound right-turn lane (with appropriate taper) is required at this intersection. Per Table 5-2, following this improvement, all approaches are projected to operate acceptably. No additional improvements are recommended at this intersection due to the proposed development’s construction. All Dairy Farm Road / Site Access 2 unsignalized intersection approaches are projected to operate at a LOSB or better during both 2025 Build peak hours. With the addition of proposed development site traffic, the 2025 AADT along Dairy Farm Road is projected to exceed 4,000 VPD. Because of this, turn lanes were July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 5-2 considered at Site Access 2. Per the NCDOT Nomograph (see Appendix E) and projected 2025 peak hour volumes, the construction of a 50-foot northbound right-turn lane (with appropriate taper) is required at this intersection. Per Table 5-2, following this improvement, all approaches are projected to operate acceptably. No additional improvements are recommended at this intersection due to the proposed development’s construction. The southbound left-turn movement at the Dairy Farm Road / Sidbury Road unsignalized intersection is projected to operate at a LOS E during the 2025 Build PM peak hour, but the southbound movement is projected to operate at a LOS C. All other movements are projected to operate at a LOS C or better during both 2025 Build peak hours. The southbound left-turn vehicle to capacity ratio (v/c) is 0.35. The eastbound and southbound left-turn storage are both adequate to handle the projected queued vehicles. Because all intersection approaches are projected to operate acceptably and projected queue lengths do not extend beyond existing storage bays, no improvements are recommended due to the proposed development’s construction. Table 5-1: Intersection Level of Service, Delay and 95th Percentile Queue Summary 2025 Build Traffic Volumes July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 5-3 Table 5-2: Intersection Level of Service, Delay and 95th Percentile Queue Summary 2025 Build + Improvements Traffic Volumes SITE 0 (0) 295 (210) 117 (51) 69044 (61) (0) (161) 1 (0) 166 (268) 57 (59) 200 (0) (0) (0) 366 (271) 224 (327) 1 (0) 2 (0) 412 (261) 210 (429) 14 (9) 0 (0) 30 (19) 08310 (0) (259) (33) 0 (0) 0 (0) 0 (0) 0 197 4 (0) (113) (14) 0 (0) 0 (0) 44 (28) 14 (47) (8) 31 (20) 10 (284) (33) 223 4 (118) (14) 44 (28) 14 (47) 13 80 36 (53) 373 (219) 85 (351) 117 (232) 284 55 (156) (38) 657 (375) 202 (583) 409 (272) 172 (270) Lake Pointe Development Traffic Impact Analysis 2025 Build Traffic Volumes Figure 5-1 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road July 2022 Lake Pointe Traffic Impact Analysis – Castle Hayne, NC 6-1 6 CONCLUSIONS AND RECOMMENDATIONS Capacity analyses were performed for 2022 Existing, 2025 Background (existing + ambient growth + approved development traffic), and 2025 Build (background + site trips) traffic volumes. In closing, the following improvements (see Figure 6-1) are recommended in conjunction with the construction of the proposed development: • SR-2181 (Dairy Farm Road) / SR-1002 (Holly Shelter Road) o None • SR-2181 (Dairy Farm Road) / SR-2180 (Blue Clay Road) / Site Access 1 o 50-foot northbound right-turn lane (with appropriate taper) o A minimum of 100-feet IPS along Site Access • SR-2181 (Dairy Farm Road) / SR-1336 (Sidbury Road) o None • SR-2181 (Dairy Farm Road) / Site Access 2 o 50-foot northbound right-turn lane (with appropriate taper) o A minimum of 100-feet IPS along Site Access SITE LEGEND: Existing Road Proposed Access Signalized Intersection Unsignalized Intersection Existing Lane Configuration Proposed Lane Configuration Improvement from Approved Development Lake Pointe Development Traffic Impact Analysis 2025 Proposed Lane Configuration Figure 6-1 NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway 400' Dairy Farm Road SPEED LIMIT 55 SPEED LIMIT 55 SPEED LIMIT 55 SPEED LIMIT 45 50' Storage Increased from 200' to 400' 150' Storage 50' Storage Appendix A – Scoping Information Development Name: Willows at Wilmington WMPO ID # ______________________________ Updated 5/23/18 Page 1 of 5 P.O. Box 1810 Wilmington, North Carolina 28402 910 341 3258 910 341 7801 FAX Traffic Impact Analysis (TIA): Procedures and Scoping Checklist Date Submitted: 4/21/2022 Date Received by WMPO or NCDOT: ___/___/______ (To be filled out by applicant) (To be filled out by the Department) The purpose of this checklist is to outline and streamline the Traffic Impact Analysis (TIA) scoping process and provide scoping information for WMPO to review and comment prior to developing a TIA. The review procedures are as follows: Contact the Wilmington Metropolitan Planning Organization (WMPO) to determine if a TIA will be required for the development you are proposing within the WMPO Planning Area Boundary. If a TIA is required, the WMPO will coordinate scoping with the Applicant, NCDOT and the governing planning department. Also, if a TIA is required, the Applicants Traffic Engineer shall fill out the checklist below in its entirety in as much detail as possible, include all exhibits and documentation as noted in the checklist and provide it to the WMPO representative no later than 7 business days prior to the date of the next scoping meeting. Scoping meetings occur each Wednesday. The Applicant’s Traffic Engineer (and other interested representatives from the Applicants Design Team) may attend the scoping meeting as deemed necessary and by WMPO request only. Once the scope has been established and submitted, the WMPO will coordinate with NCDOT and the governing Planning department to finalize and submit a formal Scoping Letter to the Transportation Engineer (applicant). If the checklist is deemed complete and in sufficient detail, the scoping letter will be issued within 10 business days of the date of the official receipt date. TIA Submittal: The Applicant shall submit 4 hardcopies and Digital Copy of the TIA and associated models and files to the WMPO for distribution to NCDOT and governing planning agency for review. The TIA preliminary review comments will be sent within 20 business days of TIA submittal. The 20-day review clock is re-set with each set of comments to the Applicant. The TIA is not considered as final and approved until the TIA Approval Letter is submitted by the WMPO. 1 2 3 4 5 Development Name: Willows at Wilmington WMPO ID #: _____________________________ Updated 5/23/18 Page 2 of 5 TIA Scoping Checklist: 1. Engineering Firm of Record: Timmons Group 2. Contact information: a. Applicant Name: Jeff Hochanadel b. Email: jeff.hochanadel@timmons.com c. Address: 5410 Trinity Rd, Suite 102, Raleigh, NC 27607 d. Phone Number: 919-866-4511 3. Development Name: Lake Pointe Development 4. Tax Parcel ID #: R01800-003-017-000, R01800-003-018-000, R01800-003-011-000, R01900-001-013-000, R01900-001-006-000 5. Site Address(s): 4740 Dairy Farm Road Castle-Hayne, NC 28429 6. Type of Development: List Land Use(s)/Intensity and ITE codes: ITE 220 Multifamily Housing (Low-Rise) – 278 Units 7. Development Concept: a. Provide a site plan or conceptual plan (include road circulation pattern and development access points to public rights of way). See attached b. Add scaled site plan on Arial imagery which includes adjacent properties and access points 8. If this development is intended to be built in multiple phases the TIA is required to accurately reflect the phasing. If the phasing is not included within the TIA, a revision and/or interim TIA’s will be required. a. What is the proposed build out year? 2025 b. If the project is phased, specify the build out year for each phase. Development Name: Willows at Wilmington WMPO ID #: _____________________________ Updated 5/23/18 Page 3 of 5 Not phased 9. Site Trip Generation: a. Provide a trip generation estimate using the ITE Trip Generation Manual (latest) by phase, if applicable. Trip Generation Summary ITE Land Use Code Independent Variable Daily Traffic AM Peak Hour PM Peak Hour In Out Total In Out Total 220 –Multifamily Housing (Low-Rise) 278 Units 1,857 26 83 109 88 52 140 b. Provide pass-by and internal capture reduction calculations, if applicable. NA c. Provide a trip generation on AM / PM and Saturday peak hour. NA 10. Check to see if any of the following apply: a. Proposed TIA is within the area of a known Transportation Improvement Project (TIP) No b. NCDOT STIP Map (http://ncdot.maps.arcgis.com/home/webmap/viewer.html?webmap=cb02f4f82897467 0ad01bb83be91b18c) c. Proposed TIA is within a surrounding municipality that has a planned or active transportation projects 11. Approved Adjacent Developments can be found at the following link: a. List all approved adjacent developments within the TIA study area: WMPO TIA WebApp (http://wilmingtonnc.maps.arcgis.com/apps/webappviewer/index.html?id=d3af4a0e091 941d8886344c4d1c609d5) • Northern Transportation Center & Temporary Sidbury Road Elementary School i. Not Constructed b. Additional developments may be added to the approved scope once reviewed. 12. Roadway and/or Intersection improvements (planned and funded or required by others based on an approved TIA) within the general study area. List the proposed Intersections to be studied. Development Name: Willows at Wilmington WMPO ID #: _____________________________ Updated 5/23/18 Page 4 of 5 Attached a map with a list that includes streets and intersections labeled as described below. Unknown 13. Streets and intersections should include State Road Designation (US or State Road Number US/SR #, followed by the local road name in parenthesis. E.g.: Market Street should be denoted as US-17-BUS (Market Street). Judges Rd should be denoted as SR-2127 (Judges Rd). State Road designations can be found via the following link: NCDOT State Maintained Network Map (http://ncdot.maps.arcgis.com/home/webmap/viewer.html?webmap=5d3ad78971714a30be7ff 97fd580e4d5) a. Site Access 1 / SR-2181 (Dairy Farm Rd) b. Site Access 2 / SR-2181 (Dairy Farm Rd) c. SR-2181 (Dairy Farm Rd) / SR-1002 (Holly Shelter Rd) d. SR-2181 (Dairy Farm Rd) / SR-1336 (Sidbury Rd) 14. Growth Factor: 3% (provide supporting methodology/reasoning) Per NCDOT AADT maps (Sidbury Road 2011 to 2019) 15. Hours of Study and Data Collection to be determined once the scoping documents is reviewed. 7:00 a.m. – 9:00 a.m. and 4:00 p.m. – 6:00 p.m. 16. Methods of Study as outlined in the NCDOT Congestion Management Capacity Analysis Guidelines. (https://connect.ncdot.gov/resources/safety/Pages/Congestion-Management.aspx) 17. Include Traffic Signal Warrant Analysis for locations with proposed signals. (13 hours counts must be provided.) Proposed Signal Locations: a. ____N/A_________________________________________ b. ________________________________________________ c. ________________________________________________ d. ________________________________________________ e. ________________________________________________ f. ________________________________________________ 18. Note: a. The TIA report shall be prepared following NCDOT Congestion Management guidelines and signed and sealed by a Professional Engineer. Any deviations must be approved prior to submitting the TIA. Failure to do so will result in an invalid submittal. NCDOT Congestion Management Capacity Analysis Guidelines. Development Name: Willows at Wilmington WMPO ID #: _____________________________ Updated 5/23/18 Page 5 of 5 (https://connect.ncdot.gov/resources/safety/Pages/Congestion-Management.aspx) b. Any improvements shown as needed for the background no-build condition SHALL reflect programmed and funded State/Municipal projects or those required as mitigation for surrounding approved developments. Should improvements outside those listed above be included, the TIA is considered INVALID and will not be returned for resubmission. c. If any changes occur (including but not limited to; land use, intensity and/or site access/configuration) additional scoping and analysis may be required. d. Data collected or analysis performed prior to an official scoping letter is issued may be considered invalid. e. TIA approved scoping letter remain valid for three months from the date of issuance. Holly Shelter Road Traffic Impact Analysis Site Location Map Figure 1-1 NOT TO SCALE N Legend = Study Area Intersection = Driveway Intersection SITE May 4, 2022 Mr. Jeff Hochanadel, PE, PTOE Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Approved Scope for the Traffic Impact Analysis (TIA) associated with the proposed Lake Point residential development in Castle Hayne (New Hanover County). Dear Mr. Hochanadel: Based on the information provided and conversations held to date, it is our understanding that the proposed Lake Point residential development will consists of: • ITE Land Use Code 220 Multi-family (low-rise) residences – 278 DU The proposed build year is 2025. Following is the scope of study for the Traffic Impact Analysis: 1. Data collection – Analysis Parameters a) Study Intersections: For existing intersections, provide turning movement counts for weekday AM peak hour (7:00am – 9:00am) and PM peak hour (4:00pm – 6:00pm), signal timing (if applicable), and lane geometry: 1) SR 2181 (Dairy Farm Road) and SR 1002 (Holly Shelter Road) 2) SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) 3) SR 2181 (Dairy Farm Road) and Site Access 1 4) SR 2181 (Dairy Farm Road) and Site Access 2 Lake Point residential development Traffic Impact Analysis (TIA) Castle Hayne Page 2 of 3 b) Site Trip Generation, Site Trip Distribution and Background Traffic Assumptions i. Site Trip Generation Estimate o Attached ii. Site Trip Distribution o To be submitted and approved prior to use in the TIA. iii. Adjacent Developments (approved but not yet built) o Sidbury Crossing Apartments iv. Planned Roadway Improvements o N/A v. Background Traffic Assumptions o Full Build – 2025 o Growth rate – 3% per year 2. Capacity Analysis: Week day AM & PM Peak Hour a) Technical Analysis i. 2022 Existing Conditions ii. 2025 Future No-Build [Existing + 3% background growth] iii. 2025 Build Conditions [Existing + 3% background growth + site trips] iv. 2025 Build Conditions w/ improvements [Existing + 3% background growth + site trips + improvements] 3. Final Report Submittal a. Completed TIA Application b. Sealed by a licensed North Carolina Professional Engineer with expertise in traffic engineering c. Electronic copy to include PDF of TIA and Synchro output files as well as digital Synchro files 4. Notes a) This scope shall remain valid for three months from the date of this letter. b) Please note that if any changes occur (including but not limited to; land use, intensity, phasing, and/or site access) additional analysis may be required. SITE 30%(30%) 20% 0% 30% (20%) (0%) (30%) 20%(20%) 0% (0%)20% (20%) 20% (20%) 0% (0%) 0% (0%) 30% (30%) 30% (30%) 25%(25%) 25%(25%) 25% 25% (25%)(25%) 25% 25% (25%)(25%)0% (0%) 0% (0%) 50% (50%) 50% (50%) (25%) 25%(25%) 25% (25%)(25%) 25% 25% (25%)(25%)50% (50%) 50% (50%) 25% 25% 20%(20%) 30%(30%) 30%20% (30%) (20%) 30% (30%) 30% (30%) 20% (20%) 20% (20%) Lake Pointe Development Traffic Impact Analysis Trip Distribution Percentages Figure 4-1 LEGEND: Existing Road Proposed Road AM Peak Hour Percents PM Peak Hour Percents XX% (XX%) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road Trip Generation Summary ITE Land Use Code Independent Variable Daily Traffic AM Peak Hour PM Peak Hour In Out Total In Out Total 220 –Multifamily Housing (Low-Rise) 300 Units 2,236 46 104 150 100 76 176 Appendix B – Traffic Counts File Name : CastleHayne-CastleHayne(BlueClay and HollyShelter) Site Code : Start Date : 5/5/2022 Page No : 1 Groups Printed- Cars + - Trucks Adams Products Driveway Southbound Holly Shelter Road Westbound Blue Clay Road Northbound Holly Shelter Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 07:00 AM 0 0 0 0 0 59 18 77 4 0 11 15 5 31 2 38 130 07:15 AM 2 0 0 2 0 78 33 111 8 0 11 19 11 42 0 53 185 07:30 AM 0 0 0 0 0 67 28 95 6 0 16 22 11 34 1 46 163 07:45 AM 0 0 0 0 0 67 24 91 14 0 12 26 19 32 0 51 168 Total 2 0 0 2 0 271 103 374 32 0 50 82 46 139 3 188 646 08:00 AM 0 0 0 0 0 58 19 77 4 0 8 12 7 44 0 51 140 08:15 AM 0 0 0 0 0 41 12 53 3 1 8 12 9 45 1 55 120 08:30 AM 1 0 0 1 0 55 12 67 3 0 5 8 18 43 2 63 139 08:45 AM 2 0 0 2 0 39 14 53 7 0 9 16 21 34 0 55 126 Total 3 0 0 3 0 193 57 250 17 1 30 48 55 166 3 224 525 Grand Total 5 0 0 5 0 464 160 624 49 1 80 130 101 305 6 412 1171 Apprch %100 0 0 0 74.4 25.6 37.7 0.8 61.5 24.5 74 1.5 Total %0.4 0 0 0.4 0 39.6 13.7 53.3 4.2 0.1 6.8 11.1 8.6 26 0.5 35.2 Cars +2 0 0 2 0 377 154 531 47 1 73 121 82 233 4 319 973 % Cars +40 0 0 40 0 81.2 96.2 85.1 95.9 100 91.2 93.1 81.2 76.4 66.7 77.4 83.1 Trucks 3 0 0 3 0 87 6 93 2 0 7 9 19 72 2 93 198 % Trucks 60 0 0 60 0 18.8 3.8 14.9 4.1 0 8.8 6.9 18.8 23.6 33.3 22.6 16.9 File Name : CastleHayne-CastleHayne(BlueClay and HollyShelter) Site Code : Start Date : 5/5/2022 Page No : 2 Adams Products Driveway Southbound Holly Shelter Road Westbound Blue Clay Road Northbound Holly Shelter Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 0 0 2 0 78 33 111 8 0 11 19 11 42 0 53 185 07:30 AM 0 0 0 0 0 67 28 95 6 0 16 22 11 34 1 46 163 07:45 AM 0 0 0 0 0 67 24 91 14 0 12 26 19 32 0 51 168 08:00 AM 0 0 0 0 0 58 19 77 4 0 8 12 7 44 0 51 140 Total Volume 2 0 0 2 0 270 104 374 32 0 47 79 48 152 1 201 656 % App. Total 100 0 0 0 72.2 27.8 40.5 0 59.5 23.9 75.6 0.5 PHF .250 .000 .000 .250 .000 .865 .788 .842 .571 .000 .734 .760 .632 .864 .250 .948 .886 Adams Products Driveway H o l l y S h e l t e r R o a d H o l l y S h e l t e r R o a d Blue Clay Road Right 2 Thru 0 Left 0 InOut Total 1 2 3 Ri g h t 0 Th r u 27 0 Le f t 10 4 Ou t To t a l In 18 4 37 4 55 8 Left 47 Thru 0 Right 32 Out TotalIn 152 79 231 Le f t 1 Th r u 15 2 Ri g h t 48 To t a l Ou t In 31 9 20 1 52 0 Peak Hour Begins at 07:15 AM Cars + Trucks Peak Hour Data North File Name : CastleHayne-CastleHayne(BlueClay and HollyShelter) Site Code : Start Date : 5/5/2022 Page No : 1 Groups Printed- Cars + - Trucks Adams Products Driveway Southbound Holly Shelter Road Westbound Blue Clay Road Northbound Holly Shelter Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 1 0 0 1 0 48 7 55 23 0 21 44 23 50 0 73 173 04:15 PM 3 0 0 3 0 36 10 46 36 0 9 45 13 51 0 64 158 04:30 PM 2 1 0 3 0 46 4 50 29 0 16 45 9 51 0 60 158 04:45 PM 0 0 0 0 0 34 6 40 43 0 14 57 2 62 0 64 161 Total 6 1 0 7 0 164 27 191 131 0 60 191 47 214 0 261 650 05:00 PM 0 0 0 0 0 55 14 69 36 0 12 48 15 55 0 70 187 05:15 PM 0 0 0 0 0 41 9 50 27 0 7 34 8 77 0 85 169 05:30 PM 0 0 0 0 0 62 9 71 36 0 13 49 12 51 0 63 183 05:45 PM 0 0 0 0 0 18 5 23 22 0 7 29 11 54 0 65 117 Total 0 0 0 0 0 176 37 213 121 0 39 160 46 237 0 283 656 Grand Total 6 1 0 7 0 340 64 404 252 0 99 351 93 451 0 544 1306 Apprch %85.7 14.3 0 0 84.2 15.8 71.8 0 28.2 17.1 82.9 0 Total %0.5 0.1 0 0.5 0 26 4.9 30.9 19.3 0 7.6 26.9 7.1 34.5 0 41.7 Cars +6 1 0 7 0 318 60 378 250 0 90 340 82 439 0 521 1246 % Cars +100 100 0 100 0 93.5 93.8 93.6 99.2 0 90.9 96.9 88.2 97.3 0 95.8 95.4 Trucks 0 0 0 0 0 22 4 26 2 0 9 11 11 12 0 23 60 % Trucks 0 0 0 0 0 6.5 6.2 6.4 0.8 0 9.1 3.1 11.8 2.7 0 4.2 4.6 File Name : CastleHayne-CastleHayne(BlueClay and HollyShelter) Site Code : Start Date : 5/5/2022 Page No : 2 Adams Products Driveway Southbound Holly Shelter Road Westbound Blue Clay Road Northbound Holly Shelter Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 34 6 40 43 0 14 57 2 62 0 64 161 05:00 PM 0 0 0 0 0 55 14 69 36 0 12 48 15 55 0 70 187 05:15 PM 0 0 0 0 0 41 9 50 27 0 7 34 8 77 0 85 169 05:30 PM 0 0 0 0 0 62 9 71 36 0 13 49 12 51 0 63 183 Total Volume 0 0 0 0 0 192 38 230 142 0 46 188 37 245 0 282 700 % App. Total 0 0 0 0 83.5 16.5 75.5 0 24.5 13.1 86.9 0 PHF .000 .000 .000 .000 .000 .774 .679 .810 .826 .000 .821 .825 .617 .795 .000 .829 .936 Adams Products Driveway H o l l y S h e l t e r R o a d H o l l y S h e l t e r R o a d Blue Clay Road Right 0 Thru 0 Left 0 InOut Total 0 0 0 Ri g h t 0 Th r u 19 2 Le f t 38 Ou t To t a l In 38 7 23 0 61 7 Left 46 Thru 0 Right 142 Out TotalIn 75 188 263 Le f t 0 Th r u 24 5 Ri g h t 37 To t a l Ou t In 23 8 28 2 52 0 Peak Hour Begins at 04:45 PM Cars + Trucks Peak Hour Data North File Name : CastleHayne-CastleHayne(Dairy Farm and Sidbury) Site Code : Start Date : 5/5/2022 Page No : 1 Groups Printed- Cars + - Trucks Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 07:00 AM 24 0 24 3 67 70 24 8 32 126 07:15 AM 38 2 40 3 76 79 21 8 29 148 07:30 AM 42 6 48 10 84 94 31 13 44 186 07:45 AM 47 8 55 4 98 102 33 16 49 206 Total 151 16 167 20 325 345 109 45 154 666 08:00 AM 27 7 34 6 83 89 22 4 26 149 08:15 AM 18 2 20 4 67 71 33 16 49 140 08:30 AM 21 3 24 4 57 61 53 13 66 151 08:45 AM 16 11 27 5 67 72 55 15 70 169 Total 82 23 105 19 274 293 163 48 211 609 Grand Total 233 39 272 39 599 638 272 93 365 1275 Apprch %85.7 14.3 6.1 93.9 74.5 25.5 Total %18.3 3.1 21.3 3.1 47 50 21.3 7.3 28.6 Cars +228 39 267 36 594 630 259 72 331 1228 % Cars +97.9 100 98.2 92.3 99.2 98.7 95.2 77.4 90.7 96.3 Trucks 5 0 5 3 5 8 13 21 34 47 % Trucks 2.1 0 1.8 7.7 0.8 1.3 4.8 22.6 9.3 3.7 File Name : CastleHayne-CastleHayne(Dairy Farm and Sidbury) Site Code : Start Date : 5/5/2022 Page No : 2 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 38 2 40 3 76 79 21 8 29 148 07:30 AM 42 6 48 10 84 94 31 13 44 186 07:45 AM 47 8 55 4 98 102 33 16 49 206 08:00 AM 27 7 34 6 83 89 22 4 26 149 Total Volume 154 23 177 23 341 364 107 41 148 689 % App. Total 87 13 6.3 93.7 72.3 27.7 PHF .819 .719 .805 .575 .870 .892 .811 .641 .755 .836 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 154 Left 23 InOut Total 64 177 241 Ri g h t 23 Th r u 34 1 Ou t To t a l In 13 0 36 4 49 4 Le f t 41 Th r u 10 7 To t a l Ou t In 49 5 14 8 64 3 Peak Hour Begins at 07:15 AM Cars + Trucks Peak Hour Data North File Name : CastleHayne-CastleHayne(Dairy Farm and Sidbury) Site Code : Start Date : 5/5/2022 Page No : 1 Groups Printed- Cars + - Trucks Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 04:00 PM 17 6 23 1 45 46 49 53 102 171 04:15 PM 22 8 30 7 60 67 66 45 111 208 04:30 PM 15 3 18 3 47 50 48 44 92 160 04:45 PM 10 2 12 4 37 41 57 62 119 172 Total 64 19 83 15 189 204 220 204 424 711 05:00 PM 27 4 31 5 56 61 41 60 101 193 05:15 PM 15 2 17 2 37 39 35 44 79 135 05:30 PM 22 6 28 7 35 42 38 45 83 153 05:45 PM 16 1 17 1 48 49 28 30 58 124 Total 80 13 93 15 176 191 142 179 321 605 Grand Total 144 32 176 30 365 395 362 383 745 1316 Apprch %81.8 18.2 7.6 92.4 48.6 51.4 Total %10.9 2.4 13.4 2.3 27.7 30 27.5 29.1 56.6 Cars +136 28 164 25 339 364 360 343 703 1231 % Cars +94.4 87.5 93.2 83.3 92.9 92.2 99.4 89.6 94.4 93.5 Trucks 8 4 12 5 26 31 2 40 42 85 % Trucks 5.6 12.5 6.8 16.7 7.1 7.8 0.6 10.4 5.6 6.5 File Name : CastleHayne-CastleHayne(Dairy Farm and Sidbury) Site Code : Start Date : 5/5/2022 Page No : 2 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 22 8 30 7 60 67 66 45 111 208 04:30 PM 15 3 18 3 47 50 48 44 92 160 04:45 PM 10 2 12 4 37 41 57 62 119 172 05:00 PM 27 4 31 5 56 61 41 60 101 193 Total Volume 74 17 91 19 200 219 212 211 423 733 % App. Total 81.3 18.7 8.7 91.3 50.1 49.9 PHF .685 .531 .734 .679 .833 .817 .803 .851 .889 .881 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 74 Left 17 InOut Total 230 91 321 Ri g h t 19 Th r u 20 0 Ou t To t a l In 22 9 21 9 44 8 Le f t 21 1 Th r u 21 2 To t a l Ou t In 27 4 42 3 69 7 Peak Hour Begins at 04:15 PM Cars + Trucks Peak Hour Data North Appendix C – Synchro and SimTraffic 2022 Existing Traffic Volumes Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2022 Existing AM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 152 48 104 270 4 47 4 32 4 4 4 Future Vol, veh/h 4 152 48 104 270 4 47 4 32 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 169 53 116 300 4 52 4 36 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 304 0 0 222 0 0 742 740 196 758 764 302 Stage 1 - - - - - - 204 204 - 534 534 - Stage 2 - - - - - - 538 536 - 224 230 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1257 - - 1347 - - 332 345 845 324 334 738 Stage 1 - - - - - - 798 733 - 530 524 - Stage 2 - - - - - - 527 523 - 779 714 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1257 - - 1347 - - 299 308 845 282 298 738 Mov Cap-2 Maneuver - - - - - - 299 308 - 282 298 - Stage 1 - - - - - - 795 730 - 528 470 - Stage 2 - - - - - - 465 469 - 739 711 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.2 16.7 15.3 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 399 1257 - - 1347 - - 363 HCM Lane V/C Ratio 0.231 0.004 - - 0.086 - - 0.037 HCM Control Delay (s) 16.7 7.9 0 - 7.9 0 - 15.3 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 0.9 0 - - 0.3 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road 07/21/2022 2022 Existing AM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 64 177 4 Future Vol, veh/h 4 4 4 64 177 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 4 4 71 197 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 278 199 201 0 - 0 Stage 1 199 - - - - - Stage 2 79 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 712 842 1371 - - - Stage 1 835 - - - - - Stage 2 944 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 710 842 1371 - - - Mov Cap-2 Maneuver 710 - - - - - Stage 1 832 - - - - - Stage 2 944 - - - - - Approach EB NB SB HCM Control Delay, s 9.7 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1371 - 770 - - HCM Lane V/C Ratio 0.003 - 0.012 - - HCM Control Delay (s) 7.6 0 9.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2022 Existing AM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 41 107 341 23 23 154 Future Vol, veh/h 41 107 341 23 23 154 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 46 119 379 26 26 171 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 405 0 - 0 603 392 Stage 1 - - - - 392 - Stage 2 - - - - 211 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1154 - - - 462 657 Stage 1 - - - - 683 - Stage 2 - - - - 824 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1154 - - - 444 657 Mov Cap-2 Maneuver - - - - 444 - Stage 1 - - - - 656 - Stage 2 - - - - 824 - Approach EB WB SB HCM Control Delay, s 2.3 0 13.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1154 - - - 618 HCM Lane V/C Ratio 0.039 - - - 0.318 HCM Control Delay (s) 8.2 - - - 13.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 1.4 Queuing and Blocking Report 2022 Existing AM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 21 56 71 31 Average Queue (ft) 1 13 32 9 95th Queue (ft) 9 40 57 30 Link Distance (ft) 2487 1950 8056 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road Movement EB NB Directions Served LR LT Maximum Queue (ft) 25 10 Average Queue (ft) 5 1 95th Queue (ft) 20 7 Link Distance (ft) 1026 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB SB Directions Served L LR Maximum Queue (ft) 32 96 Average Queue (ft) 9 47 95th Queue (ft) 30 79 Link Distance (ft) 2585 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2022 Existing PM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 245 37 38 192 4 46 4 142 4 4 4 Future Vol, veh/h 4 245 37 38 192 4 46 4 142 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 272 41 42 213 4 51 4 158 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 217 0 0 313 0 0 604 602 293 681 620 215 Stage 1 - - - - - - 301 301 - 299 299 - Stage 2 - - - - - - 303 301 - 382 321 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1353 - - 1247 - - 410 414 746 364 404 825 Stage 1 - - - - - - 708 665 - 710 666 - Stage 2 - - - - - - 706 665 - 640 652 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1353 - - 1247 - - 391 397 746 276 387 825 Mov Cap-2 Maneuver - - - - - - 391 397 - 276 387 - Stage 1 - - - - - - 705 662 - 707 641 - Stage 2 - - - - - - 671 640 - 499 649 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.3 14.2 14.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 604 1353 - - 1247 - - 404 HCM Lane V/C Ratio 0.353 0.003 - - 0.034 - - 0.033 HCM Control Delay (s) 14.2 7.7 0 - 8 0 - 14.2 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 1.6 0 - - 0.1 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road 07/21/2022 2022 Existing PM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 230 91 4 Future Vol, veh/h 4 4 4 230 91 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 4 4 256 101 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 367 103 105 0 - 0 Stage 1 103 - - - - - Stage 2 264 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 633 952 1486 - - - Stage 1 921 - - - - - Stage 2 780 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 631 952 1486 - - - Mov Cap-2 Maneuver 631 - - - - - Stage 1 918 - - - - - Stage 2 780 - - - - - Approach EB NB SB HCM Control Delay, s 9.8 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1486 - 759 - - HCM Lane V/C Ratio 0.003 - 0.012 - - HCM Control Delay (s) 7.4 0 9.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2022 Existing PM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 211 212 200 19 17 74 Future Vol, veh/h 211 212 200 19 17 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 234 236 222 21 19 82 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 243 0 - 0 937 233 Stage 1 - - - - 233 - Stage 2 - - - - 704 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1323 - - - 294 806 Stage 1 - - - - 806 - Stage 2 - - - - 490 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1323 - - - 242 806 Mov Cap-2 Maneuver - - - - 242 - Stage 1 - - - - 663 - Stage 2 - - - - 490 - Approach EB WB SB HCM Control Delay, s 4.1 0 12.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1323 - - - 562 HCM Lane V/C Ratio 0.177 - - - 0.18 HCM Control Delay (s) 8.3 - - - 12.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.6 - - - 0.7 Queuing and Blocking Report 2022 Existing PM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 12 37 111 32 Average Queue (ft) 0 7 53 9 95th Queue (ft) 7 27 87 32 Link Distance (ft) 2487 1950 8056 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road Movement EB NB Directions Served LR LT Maximum Queue (ft) 26 2 Average Queue (ft) 7 0 95th Queue (ft) 24 2 Link Distance (ft) 1026 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB SB Directions Served L LR Maximum Queue (ft) 56 62 Average Queue (ft) 24 28 95th Queue (ft) 50 49 Link Distance (ft) 2585 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 2025 Background Traffic Volumes Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2025 Background AM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 166 52 114 295 4 51 4 35 4 4 4 Future Vol, veh/h 4 166 52 114 295 4 51 4 35 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 184 58 127 328 4 57 4 39 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 332 0 0 242 0 0 809 807 213 827 834 330 Stage 1 - - - - - - 221 221 - 584 584 - Stage 2 - - - - - - 588 586 - 243 250 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1227 - - 1324 - - 299 315 827 291 304 712 Stage 1 - - - - - - 781 720 - 498 498 - Stage 2 - - - - - - 495 497 - 761 700 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1227 - - 1324 - - 266 277 827 249 267 712 Mov Cap-2 Maneuver - - - - - - 266 277 - 249 267 - Stage 1 - - - - - - 778 717 - 496 439 - Stage 2 - - - - - - 429 438 - 718 697 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.2 18.7 16.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 362 1227 - - 1324 - - 327 HCM Lane V/C Ratio 0.276 0.004 - - 0.096 - - 0.041 HCM Control Delay (s) 18.7 7.9 0 - 8 0 - 16.5 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.1 0 - - 0.3 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road 07/21/2022 2025 Background AM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 70 193 4 Future Vol, veh/h 4 4 4 70 193 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 4 4 78 214 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 302 216 218 0 - 0 Stage 1 216 - - - - - Stage 2 86 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 690 824 1352 - - - Stage 1 820 - - - - - Stage 2 937 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 688 824 1352 - - - Mov Cap-2 Maneuver 688 - - - - - Stage 1 818 - - - - - Stage 2 937 - - - - - Approach EB NB SB HCM Control Delay, s 9.9 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1352 - 750 - - HCM Lane V/C Ratio 0.003 - 0.012 - - HCM Control Delay (s) 7.7 0 9.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2025 Background AM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 5.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 71 117 373 30 38 240 Future Vol, veh/h 71 117 373 30 38 240 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 400 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 79 130 414 33 42 267 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 447 0 - 0 719 431 Stage 1 - - - - 431 - Stage 2 - - - - 288 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1113 - - - 395 624 Stage 1 - - - - 655 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1113 - - - 367 624 Mov Cap-2 Maneuver - - - - 367 - Stage 1 - - - - 608 - Stage 2 - - - - 761 - Approach EB WB SB HCM Control Delay, s 3.2 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1113 - - - 367 624 HCM Lane V/C Ratio 0.071 - - - 0.115 0.427 HCM Control Delay (s) 8.5 - - - 16.1 15 HCM Lane LOS A - - - C C HCM 95th %tile Q(veh) 0.2 - - - 0.4 2.1 Queuing and Blocking Report 2025 Background AM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 25 56 78 32 Average Queue (ft) 1 16 35 9 95th Queue (ft) 12 45 64 32 Link Distance (ft) 2487 1950 8056 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road Movement EB NB Directions Served LR LT Maximum Queue (ft) 24 7 Average Queue (ft) 6 0 95th Queue (ft) 22 4 Link Distance (ft) 1026 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB EB WB SB SB Directions Served L T TR L R Maximum Queue (ft) 43 5 2 55 123 Average Queue (ft) 16 0 0 20 57 95th Queue (ft) 39 5 2 45 99 Link Distance (ft) 1349 1897 2583 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 150 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Zone Summary Zone wide Queuing Penalty: 0 Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2025 Background PM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 268 40 42 210 4 50 4 155 4 4 4 Future Vol, veh/h 4 268 40 42 210 4 50 4 155 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 298 44 47 233 4 56 4 172 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 237 0 0 342 0 0 661 659 320 745 679 235 Stage 1 - - - - - - 328 328 - 329 329 - Stage 2 - - - - - - 333 331 - 416 350 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1330 - - 1217 - - 376 384 721 330 374 804 Stage 1 - - - - - - 685 647 - 684 646 - Stage 2 - - - - - - 681 645 - 614 633 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1330 - - 1217 - - 356 365 721 240 356 804 Mov Cap-2 Maneuver - - - - - - 356 365 - 240 356 - Stage 1 - - - - - - 682 644 - 681 617 - Stage 2 - - - - - - 642 616 - 462 630 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.3 15.6 15.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 570 1330 - - 1217 - - 365 HCM Lane V/C Ratio 0.407 0.003 - - 0.038 - - 0.037 HCM Control Delay (s) 15.6 7.7 0 - 8.1 0 - 15.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2 0 - - 0.1 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road 07/21/2022 2025 Background PM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 251 99 4 Future Vol, veh/h 4 4 4 251 99 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 4 4 279 110 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 399 112 114 0 - 0 Stage 1 112 - - - - - Stage 2 287 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 607 941 1475 - - - Stage 1 913 - - - - - Stage 2 762 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 605 941 1475 - - - Mov Cap-2 Maneuver 605 - - - - - Stage 1 910 - - - - - Stage 2 762 - - - - - Approach EB NB SB HCM Control Delay, s 10 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1475 - 736 - - HCM Lane V/C Ratio 0.003 - 0.012 - - HCM Control Delay (s) 7.4 0 10 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2025 Background PM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 5.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 304 232 219 34 27 128 Future Vol, veh/h 304 232 219 34 27 128 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 400 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 338 258 243 38 30 142 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 281 0 - 0 1196 262 Stage 1 - - - - 262 - Stage 2 - - - - 934 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1282 - - - 206 777 Stage 1 - - - - 782 - Stage 2 - - - - 382 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1282 - - - 152 777 Mov Cap-2 Maneuver - - - - 152 - Stage 1 - - - - 576 - Stage 2 - - - - 382 - Approach EB WB SB HCM Control Delay, s 5 0 14.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1282 - - - 152 777 HCM Lane V/C Ratio 0.263 - - - 0.197 0.183 HCM Control Delay (s) 8.8 - - - 34.4 10.7 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 1.1 - - - 0.7 0.7 Queuing and Blocking Report 2025 Background PM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 13 50 119 34 Average Queue (ft) 1 8 54 10 95th Queue (ft) 7 30 94 34 Link Distance (ft) 2487 1950 8056 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road Movement EB NB Directions Served LR LT Maximum Queue (ft) 25 14 Average Queue (ft) 6 1 95th Queue (ft) 23 7 Link Distance (ft) 1026 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 85 4 51 70 Average Queue (ft) 37 0 16 33 95th Queue (ft) 68 4 39 54 Link Distance (ft) 1897 2583 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 150 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 2025 Build Traffic Volumes Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2025 Build AM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 166 57 117 295 4 69 4 44 4 4 4 Future Vol, veh/h 4 166 57 117 295 4 69 4 44 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 184 63 130 328 4 77 4 49 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 332 0 0 247 0 0 818 816 216 840 845 330 Stage 1 - - - - - - 224 224 - 590 590 - Stage 2 - - - - - - 594 592 - 250 255 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1227 - - 1319 - - 295 311 824 285 300 712 Stage 1 - - - - - - 779 718 - 494 495 - Stage 2 - - - - - - 491 494 - 754 696 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1227 - - 1319 - - 262 272 824 240 263 712 Mov Cap-2 Maneuver - - - - - - 262 272 - 240 263 - Stage 1 - - - - - - 776 715 - 492 435 - Stage 2 - - - - - - 425 434 - 702 693 - Approach EB WB NB SB HCM Control Delay, s 0.1 2.3 21 16.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 353 1227 - - 1319 - - 320 HCM Lane V/C Ratio 0.368 0.004 - - 0.099 - - 0.042 HCM Control Delay (s) 21 7.9 0 - 8 0 - 16.7 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.7 0 - - 0.3 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road/Site Access 1 07/21/2022 2025 Build AM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 30 4 14 4 83 10 4 197 4 Future Vol, veh/h 4 4 4 30 4 14 4 83 10 4 197 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 4 4 33 4 16 4 92 11 4 219 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 345 340 221 339 337 98 223 0 0 103 0 0 Stage 1 229 229 - 106 106 - - - - - - - Stage 2 116 111 - 233 231 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 609 582 819 615 584 958 1346 - - 1489 - - Stage 1 774 715 - 900 807 - - - - - - - Stage 2 889 804 - 770 713 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 593 579 819 605 580 958 1346 - - 1489 - - Mov Cap-2 Maneuver 593 579 - 605 580 - - - - - - - Stage 1 772 713 - 897 805 - - - - - - - Stage 2 867 802 - 759 711 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 10.8 0.3 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1346 - - 647 675 1489 - - HCM Lane V/C Ratio 0.003 - - 0.021 0.079 0.003 - - HCM Control Delay (s) 7.7 0 - 10.7 10.8 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - Lake Pointe Development 3: Dairy Farm Road & Site Access 2 07/21/2022 2025 Build AM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 31 13 80 10 4 223 Future Vol, veh/h 31 13 80 10 4 223 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 14 89 11 4 248 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 351 95 0 0 100 0 Stage 1 95 - - - - - Stage 2 256 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 646 962 - - 1493 - Stage 1 929 - - - - - Stage 2 787 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 644 962 - - 1493 - Mov Cap-2 Maneuver 644 - - - - - Stage 1 929 - - - - - Stage 2 785 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 714 1493 - HCM Lane V/C Ratio - - 0.068 0.003 - HCM Control Delay (s) - - 10.4 7.4 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2025 Build AM Peak Synchro 10 Report Timmons Group Page 4 Intersection Int Delay, s/veh 6.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 85 117 373 36 55 284 Future Vol, veh/h 85 117 373 36 55 284 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 400 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 94 130 414 40 61 316 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 454 0 - 0 752 434 Stage 1 - - - - 434 - Stage 2 - - - - 318 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1107 - - - 378 622 Stage 1 - - - - 653 - Stage 2 - - - - 738 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1107 - - - 346 622 Mov Cap-2 Maneuver - - - - 346 - Stage 1 - - - - 597 - Stage 2 - - - - 738 - Approach EB WB SB HCM Control Delay, s 3.6 0 16.8 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1107 - - - 346 622 HCM Lane V/C Ratio 0.085 - - - 0.177 0.507 HCM Control Delay (s) 8.6 - - - 17.6 16.6 HCM Lane LOS A - - - C C HCM 95th %tile Q(veh) 0.3 - - - 0.6 2.9 Queuing and Blocking Report 2025 Build AM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 25 60 99 31 Average Queue (ft) 1 16 41 10 95th Queue (ft) 11 47 74 32 Link Distance (ft) 2487 1950 8032 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road/Site Access 1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 30 50 8 10 Average Queue (ft) 7 20 0 0 95th Queue (ft) 26 41 4 6 Link Distance (ft) 1027 991 554 8032 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Dairy Farm Road & Site Access 2 Movement WB SB Directions Served LR LT Maximum Queue (ft) 49 8 Average Queue (ft) 23 0 95th Queue (ft) 46 6 Link Distance (ft) 974 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2025 Build AM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 2 Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 51 5 60 134 Average Queue (ft) 20 0 24 61 95th Queue (ft) 45 6 49 104 Link Distance (ft) 1897 2575 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 150 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Zone Summary Zone wide Queuing Penalty: 0 Lake Pointe Development 1: Dairy Farm Road/Driveway & Holly Shelter Road 07/21/2022 2025 Build PM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 268 59 51 210 4 61 4 161 4 4 4 Future Vol, veh/h 4 268 59 51 210 4 61 4 161 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 298 66 57 233 4 68 4 179 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 237 0 0 364 0 0 692 690 331 780 721 235 Stage 1 - - - - - - 339 339 - 349 349 - Stage 2 - - - - - - 353 351 - 431 372 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1330 - - 1195 - - 358 368 711 313 353 804 Stage 1 - - - - - - 676 640 - 667 633 - Stage 2 - - - - - - 664 632 - 603 619 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1330 - - 1195 - - 337 346 711 222 332 804 Mov Cap-2 Maneuver - - - - - - 337 346 - 222 332 - Stage 1 - - - - - - 673 637 - 664 598 - Stage 2 - - - - - - 619 597 - 446 617 - Approach EB WB NB SB HCM Control Delay, s 0.1 1.6 17.4 16 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 539 1330 - - 1195 - - 342 HCM Lane V/C Ratio 0.466 0.003 - - 0.047 - - 0.039 HCM Control Delay (s) 17.4 7.7 0 - 8.2 0 - 16 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2.5 0 - - 0.1 - - 0.1 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road/Site Access 1 07/21/2022 2025 Build PM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 19 4 9 4 259 33 14 113 4 Future Vol, veh/h 4 4 4 19 4 9 4 259 33 14 113 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 4 4 21 4 10 4 288 37 16 126 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 482 493 128 479 477 307 130 0 0 325 0 0 Stage 1 160 160 - 315 315 - - - - - - - Stage 2 322 333 - 164 162 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 495 477 922 497 487 733 1455 - - 1235 - - Stage 1 842 766 - 696 656 - - - - - - - Stage 2 690 644 - 838 764 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 479 469 922 485 479 733 1455 - - 1235 - - Mov Cap-2 Maneuver 479 469 - 485 479 - - - - - - - Stage 1 839 755 - 694 654 - - - - - - - Stage 2 674 642 - 817 753 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.5 12.2 0.1 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1455 - - 566 535 1235 - - HCM Lane V/C Ratio 0.003 - - 0.024 0.066 0.013 - - HCM Control Delay (s) 7.5 0 - 11.5 12.2 8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - Lake Pointe Development 3: Dairy Farm Road & Site Access 2 07/21/2022 2025 Build PM Peak Synchro 10 Report Timmons Group Page 3 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 8 284 33 14 118 Future Vol, veh/h 20 8 284 33 14 118 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 9 316 37 16 131 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 498 335 0 0 353 0 Stage 1 335 - - - - - Stage 2 163 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 532 707 - - 1206 - Stage 1 725 - - - - - Stage 2 866 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 525 707 - - 1206 - Mov Cap-2 Maneuver 525 - - - - - Stage 1 725 - - - - - Stage 2 854 - - - - - Approach WB NB SB HCM Control Delay, s 11.7 0 0.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 567 1206 - HCM Lane V/C Ratio - - 0.055 0.013 - HCM Control Delay (s) - - 11.7 8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - Lake Pointe Development 4: Sidbury Road & Dairy Farm Road 07/21/2022 2025 Build PM Peak Synchro 10 Report Timmons Group Page 4 Intersection Int Delay, s/veh 6.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 351 232 219 53 38 156 Future Vol, veh/h 351 232 219 53 38 156 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 400 - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 390 258 243 59 42 173 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 302 0 - 0 1311 273 Stage 1 - - - - 273 - Stage 2 - - - - 1038 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1259 - - - 175 766 Stage 1 - - - - 773 - Stage 2 - - - - 341 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1259 - - - 121 766 Mov Cap-2 Maneuver - - - - 121 - Stage 1 - - - - 533 - Stage 2 - - - - 341 - Approach EB WB SB HCM Control Delay, s 5.5 0 18.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1259 - - - 121 766 HCM Lane V/C Ratio 0.31 - - - 0.349 0.226 HCM Control Delay (s) 9.1 - - - 49.9 11.1 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 1.3 - - - 1.4 0.9 Queuing and Blocking Report 2025 Build PM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 1: Dairy Farm Road/Driveway & Holly Shelter Road Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 12 53 132 31 Average Queue (ft) 1 13 60 10 95th Queue (ft) 7 39 103 33 Link Distance (ft) 2487 1950 8032 982 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Dairy Farm Road & Blue Clay Road/Site Access 1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 28 39 5 12 Average Queue (ft) 7 17 0 1 95th Queue (ft) 26 37 4 7 Link Distance (ft) 1027 991 554 8032 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Dairy Farm Road & Site Access 2 Movement WB SB Directions Served LR LT Maximum Queue (ft) 38 39 Average Queue (ft) 17 4 95th Queue (ft) 40 22 Link Distance (ft) 974 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2025 Build PM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 2 Intersection: 4: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 104 15 65 86 Average Queue (ft) 47 1 23 36 95th Queue (ft) 84 9 56 63 Link Distance (ft) 1897 2575 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 400 150 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary Zone wide Queuing Penalty: 0 2025 Build + Improvements Traffic Volumes Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road/Site Access 1 07/21/2022 2025 Build +IMP AM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 30 4 14 4 83 10 4 197 4 Future Vol, veh/h 4 4 4 30 4 14 4 83 10 4 197 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 4 4 33 4 16 4 92 11 4 219 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 345 340 221 333 331 92 223 0 0 103 0 0 Stage 1 229 229 - 100 100 - - - - - - - Stage 2 116 111 - 233 231 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 609 582 819 620 588 965 1346 - - 1489 - - Stage 1 774 715 - 906 812 - - - - - - - Stage 2 889 804 - 770 713 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 593 579 819 610 584 965 1346 - - 1489 - - Mov Cap-2 Maneuver 593 579 - 610 584 - - - - - - - Stage 1 772 713 - 903 810 - - - - - - - Stage 2 867 802 - 759 711 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 10.7 0.3 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1346 - - 647 680 1489 - - HCM Lane V/C Ratio 0.003 - - 0.021 0.078 0.003 - - HCM Control Delay (s) 7.7 0 - 10.7 10.7 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - Lake Pointe Development 3: Dairy Farm Road & Site Access 2 07/21/2022 2025 Build +IMP AM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 31 13 80 10 4 223 Future Vol, veh/h 31 13 80 10 4 223 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 50 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 14 89 11 4 248 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 345 89 0 0 100 0 Stage 1 89 - - - - - Stage 2 256 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 652 969 - - 1493 - Stage 1 934 - - - - - Stage 2 787 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 650 969 - - 1493 - Mov Cap-2 Maneuver 650 - - - - - Stage 1 934 - - - - - Stage 2 785 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 720 1493 - HCM Lane V/C Ratio - - 0.068 0.003 - HCM Control Delay (s) - - 10.4 7.4 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - Queuing and Blocking Report 2025 Build +IMP AM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 2: Dairy Farm Road & Blue Clay Road/Site Access 1 Movement EB WB NB SB Directions Served LTR LTR LT LTR Maximum Queue (ft) 30 53 8 10 Average Queue (ft) 7 23 0 0 95th Queue (ft) 26 45 4 6 Link Distance (ft) 1027 995 554 8032 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Dairy Farm Road & Site Access 2 Movement WB SB Directions Served LR LT Maximum Queue (ft) 40 8 Average Queue (ft) 16 0 95th Queue (ft) 33 6 Link Distance (ft) 960 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Lake Pointe Development 2: Dairy Farm Road & Blue Clay Road/Site Access 1 07/21/2022 2025 Build +IMP PM Peak Synchro 10 Report Timmons Group Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 4 19 4 9 4 259 33 14 113 4 Future Vol, veh/h 4 4 4 19 4 9 4 259 33 14 113 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 4 4 21 4 10 4 288 37 16 126 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 482 493 128 460 458 288 130 0 0 325 0 0 Stage 1 160 160 - 296 296 - - - - - - - Stage 2 322 333 - 164 162 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 495 477 922 512 499 751 1455 - - 1235 - - Stage 1 842 766 - 712 668 - - - - - - - Stage 2 690 644 - 838 764 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 479 469 922 499 491 751 1455 - - 1235 - - Mov Cap-2 Maneuver 479 469 - 499 491 - - - - - - - Stage 1 839 755 - 710 666 - - - - - - - Stage 2 674 642 - 817 753 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.5 12 0.1 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1455 - - 566 550 1235 - - HCM Lane V/C Ratio 0.003 - - 0.024 0.065 0.013 - - HCM Control Delay (s) 7.5 0 - 11.5 12 8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - Lake Pointe Development 3: Dairy Farm Road & Site Access 2 07/21/2022 2025 Build +IMP PM Peak Synchro 10 Report Timmons Group Page 2 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 8 284 33 14 118 Future Vol, veh/h 20 8 284 33 14 118 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 50 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 9 316 37 16 131 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 479 316 0 0 353 0 Stage 1 316 - - - - - Stage 2 163 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 545 724 - - 1206 - Stage 1 739 - - - - - Stage 2 866 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 537 724 - - 1206 - Mov Cap-2 Maneuver 537 - - - - - Stage 1 739 - - - - - Stage 2 854 - - - - - Approach WB NB SB HCM Control Delay, s 11.6 0 0.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 580 1206 - HCM Lane V/C Ratio - - 0.054 0.013 - HCM Control Delay (s) - - 11.6 8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - Queuing and Blocking Report 2025 Build +IMP PM Peak 07/21/2022 Lake Pointe Development SimTraffic Report Timmons Group Page 1 Intersection: 2: Dairy Farm Road & Blue Clay Road/Site Access 1 Movement EB WB NB SB Directions Served LTR LTR LT LTR Maximum Queue (ft) 28 41 7 12 Average Queue (ft) 7 19 0 1 95th Queue (ft) 26 42 4 6 Link Distance (ft) 1027 995 554 8032 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Dairy Farm Road & Site Access 2 Movement WB SB Directions Served LR LT Maximum Queue (ft) 29 40 Average Queue (ft) 11 4 95th Queue (ft) 27 22 Link Distance (ft) 960 554 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 Appendix D – Approved Area Development *** NOT TO SCALE *** UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING BLUE = PROPOSED DESTINATION NODE % IN = ENTERING OUT = EXITING This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE 5 TRIP DISTRIBUTION SIDBURY CROSSING DEVELOPMENT NEW HANOVER COUNTY, NC PROJECT NUMBER 200218 Sidbury Road Dairy Farm Road N C o l l e g e Ro a d N C o l l e g e Ro a d Bl u e C l a y R o a d Blue Clay Road 15% 40% 30% 15% 40% IN Site Access 1 30 % I N 15 % I N 30% OUT 40% OUT 15% OUT 85 % I N 85% OUT 85 % O U T 85% IN 15% OUT Site Access 2 Site Access 3 15% IN 15 % O U T 60 % I N 40 % I N 30 % I N 10 % I N 10 % I N 60% OUT 30% OUT 10% OUT 10 % O U T 40 % O U T 15% IN *** NOT TO SCALE *** 204 / 288 259 / 214 31 / 54 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. Sidbury Road Da i r y F a r m R o a d N C o l l e g e Ro a d N C o l l e g e Ro a d Bl u e C l a y R o a d Blue Clay Road 107 / 127 187 / 253 85 / 116 24 8 / 2 8 0 24 7 / 4 6 7 13 5 / 1 3 1 10 0 / 4 6 44 0 / 2 9 2 14 2 / 6 0 6 / 1 7 25 7 / 5 3 5 553 / 343 20 / 2423 / 1 6 14 / 5 43 / 227 175 / 317 450 / 263 23 / 22 17 / 1 6 15 7 / 8 0 SIDBURY CROSSING DEVELOPMENT NEW HANOVER COUNTY, NC PROJECT NUMBER 200218 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND FIGURE 6 FUTURE NO BUILD VOLUMES BLACK = EXISTING AM / PM PEAKS SITE 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 5 (13) 26 (73) 72 13 (47) (8) 72 (47) 26 (73) 5 (13) 13 (8) Lake Pointe Development Traffic Impact Analysis Sidbury Crossing Apts Traffic Volumes Figure D1 LEGEND: Existing Road Proposed Road AM Peak Hour Volume (vph) PM Peak Hour Volume (vph) XX (XX) NOT TO SCALE N Holly Shelter Road Blue Clay Road Sidbury Road Site Access 1 Site Access 2 Driveway Dairy Farm Road Appendix E – NCDOT Nomographs Ramah Church Road / McCord Road (Southbound Left‐Turn) LEGEND = AM Peak = PM Peak AM Peak Hour VL =4 V = 93 PM Peak Hour 14 292 VL = V = Dairy Farm Road / Blue Clay Road / Site Access 1 Southbound Left Turn 2025 Build AM and PM Peak Hours Ramah Church Road / McCord Road (Southbound Left‐Turn) LEGEND = AM Peak = PM Peak AM Peak Hour VR =10 V = 100 PM Peak Hour 33 100 VR = V = Dairy Farm Road / Blue Clay Road / Site Access 1 Northbound Right-Turn 2025 Build AM and PM Peak Hours Ramah Church Road / McCord Road (Southbound Left‐Turn) LEGEND = AM Peak = PM Peak AM Peak Hour VL =4 V = 90 PM Peak Hour 14 317 VL = V = Dairy Farm Road / Site Access 2 Southbound Left Turn 2025 Build AM and PM Peak Hours Ramah Church Road / McCord Road (Southbound Left‐Turn) LEGEND = AM Peak = PM Peak AM Peak Hour VR =10 V = 100 PM Peak Hour 33 100 VR = V = Dairy Farm Road / Site Access 2 Northbound Right-Turn 2025 Build AM and PM Peak Hours