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129 <br /> I <br /> INTERSECTION VOLUME DEVELOPMENT <br /> INTERSECTION N5 <br /> Lawrence Road at Site Driveway I <br /> AM PEAK HOUR <br /> Lawrence Road Lawrence Road Site Driveway 1 <br /> Northbound Southbound Eastbound Westbound <br /> U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right <br /> Observed 2022 Traffic Volumes 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 <br /> Count Balancing 316 444 <br /> Ped-ri ns <br /> ConRiding Pedestrians <br /> Bicycles <br /> Conflicting Bigcles <br /> Heavy Vehicles 11 10 <br /> Heavy Ve hide% j02% d 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% j2% W2% 2% 2% <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Adjustment Factor 1 1 1 1 1 1 1 1 1 1 1 1 <br /> Adjusted 2022 Volumes 316 0 0 0 aa4 0 0 0 0 0 0 0 <br /> Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% <br /> Growth Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background Growth Trips 0 0 14 0 0 0 20 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Traffic 0 0 330 0 0 0 4G9 0 0 0 0 0 0 0 0 0 <br /> 2026 No-Build Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0." 0.90 0.90 0.90 0." 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0." 0.90 0." <br /> Trip Distribution IN 15% 55% <br /> Trip Ditribution OUT (15%) <br /> Balancing Adjustment <br /> Recreational Community Center Td ps 0 0 0 12 0 42 0 0 0 0 0 0 0 6 0 22 <br /> Trip Distribution IN 15% 2" <br /> Trip Distribution OUT (15%) po!! <br /> Balancing Adjustment <br /> Remaining Park Area Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Total WNW,r Project Trips 0 0 0 12 0 42 0 0 0 0 0 0 0 6 0 22 <br /> 20251 Traffic 0 0 330 12 0 42 464 0 0 0 0 0 0 6 0 22 <br /> 20256uild Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 20256uild Peak Hour Factor So 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0." 0.90 0.90 0.90 0.90 <br /> PM PEAK HOUR <br /> Lawrence Road Lawrence Road Site Driveway 1 <br /> Northbound Southbound Eaz III ound Westbound <br /> U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right U-Turn Lek Through Right <br /> Observed 2022 Traffic Volumes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Count Balancing 426 312 <br /> Pedes ri m <br /> Conflicting Pedestrians <br /> Bicycles <br /> Conflicting Bicycles <br /> Heavy Vehicles 12 4 <br /> Heavy Ve hide% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% W2% �%PeakHourFactor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0900.90 0.90 0.90 0.90Adjustment Factor 1 1 1 1 1 1 1 1 1 1 11 1Adjusted 2022 Volumea 0 0 426 0 0 0 312 0 0 0 0 0 0 0 <br /> Annual Growth Rate 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% <br /> Growth Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 <br /> Background Growth Trips 0 0 19 0 0 0 14 0 0 0 0 0 0 0 0 0 <br /> 2025 No-Build Traffic 0 0 445 0 0 0 326 0 0 0 0 0 0 0 0 0 <br /> 2026 No-Build Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 No-Build Peak Hour Factor 0.90 0.90 0.90 1.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Trip Distribution IN 15% 55% <br /> Trip Distribution OUT (15%) <br /> Bal...wRAdjustment -1 <br /> Recreational Community Center Trips 0 0 0 11 0 39 0 0 0 0 0 0 0 12 0 45 <br /> Trip Distribution IN 35% 20% <br /> Trip Distribution OUT (15%) (2D%) <br /> Balancing Adjustment <br /> Remaining Park Area Trips 0 0 1 0 9 0 0 0 0 0 0 0 9 0 12 <br /> Total Vehicular Project Trips 0 0 0 16 0 46 0 0 0 0 0 0 0 21 0 57 <br /> 2025 Build Traffic 0 0 445 1B 0 a326 0 0 0 0 0 0 21 0 57 <br /> 2026 d Heavy Vehicle% 2% 2% 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br /> 2025 Build Peak Hour Factor 0.90 0.% 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />