PB 25 12 Application

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street PM Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 Future Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 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 99 99 99 99 99 99 99 99 99 99 99 99 Heavy Vehicles, % 2 2 2 5 2 2 2 2 2 2 3 2 Mvmt Flow 0 0 0 82 5 26 44 554 99 18 549 39 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1297 1316 604 588 0 0 653 0 0 Stage 1 692 692 - - - - - - - Stage 2 605 624 - - - - - - - Critical Hdwy 6.45 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.45 5.52 - - - - - - - Critical Hdwy Stg 2 5.45 5.52 - - - - - - - Follow-up Hdwy 3.545 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 176 158 498 987 - - 934 - - Stage 1 491 445 - - - - - - - Stage 2 539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 159 0 498 987 - - 934 - - Mov Cap-2 Maneuver 159 0 - - - - - - - Stage 1 456 0 - - - - - - - Stage 2 523 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 48 0.6 0.3 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 987 - - 191 934 - - HCM Lane V/C Ratio 0.045 - - 0.592 0.019 - - HCM Control Delay (s) 8.8 0 - 48 8.9 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.3 0.1 - - Build.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Build 4: Main Street & N. Site Driveway PM Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 44 45 0 574 556 0 Future Vol, veh/h 44 45 0 574 556 0 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 4 2 Mvmt Flow 45 46 0 586 567 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1153 567 - 0 - 0 Stage 1 567 - - - - - Stage 2 586 - - - - - Critical Hdwy 6.42 6.22 - - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 218 523 0 - - 0 Stage 1 568 - 0 - - 0 Stage 2 556 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 218 523 - - - - Mov Cap-2 Maneuver 218 - - - - - Stage 1 568 - - - - - Stage 2 556 - - - - - Approach EB NB SB HCM Control Delay, s 21.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 309 - HCM Lane V/C Ratio - 0.294 - HCM Control Delay (s) - 21.4 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 1.2 - Build.syn Synchro 11 Light Report D&D Page 3

Proposed Supermarket Build 1: Main Street & Prospect Place SAT Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 35 483 605 12 Future Volume (Veh/h) 0 0 35 483 605 12 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 0 0 38 519 651 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1252 658 664 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1252 658 664 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 96 cM capacity (veh/h) 182 465 925 Direction, Lane # NB 1 SB 1 Volume Total 557 664 Volume Left 38 0 Volume Right 0 13 cSH 925 1700 Volume to Capacity 0.04 0.39 Queue Length 95th (ft) 3 0 Control Delay (s) 1.1 0.0 Lane LOS A Approach Delay (s) 1.1 0.0 Approach LOS Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15 Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Build 2: Main Street & Erwin Place SAT Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 8 7 568 667 1 Future Vol, veh/h 5 8 7 568 667 1 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 9 7 604 710 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1329 711 711 0 - 0 Stage 1 711 - - - - - Stage 2 618 - - - - - 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 171 433 888 - - - Stage 1 487 - - - - - Stage 2 538 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 169 433 888 - - - Mov Cap-2 Maneuver 169 - - - - - Stage 1 481 - - - - - Stage 2 538 - - - - - Approach EB NB SB HCM Control Delay, s 19.1 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 888 - 270 - - HCM Lane V/C Ratio 0.008 - 0.051 - - HCM Control Delay (s) 9.1 0 19.1 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn

0 19.1 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street SAT 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 0 0 0 70 8 19 42 457 74 14 598 50 Future Vol, veh/h 0 0 0 70 8 19 42 457 74 14 598 50 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 74 8 20 44 481 78 15 629 53 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1294 1320 520 682 0 0 559 0 0 Stage 1 608 608 - - - - - - - Stage 2 686 712 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 179 157 556 911 - - 1012 - - Stage 1 543 486 - - - - - - - Stage 2 500 436 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

500 436 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 162 0 556 911 - - 1012 - - Mov Cap-2 Maneuver 162 0 - - - - - - - Stage 1 504 0 - - - - - - - Stage 2 488 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 43.6 0.7 0.2 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 911 - - 191 1012 - - HCM Lane V/C Ratio 0.049 - - 0.535 0.015 - - HCM Control Delay (s) 9.2 0 - 43.6 8.6 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.2 - - 2.8 0 - - Build.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Build 4: Main Street & N. Site Driveway SAT Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 42 57 0 476 605 0 Future Vol, veh/h 42 57 0 476 605 0 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 61 0 512 651 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1163 651 - 0 - 0 Stage 1 651 - - - - - Stage 2 512 - - - - - Critical Hdwy 6.42 6.22 - - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 215 469 0 - - 0 Stage 1 519 - 0 - - 0 Stage 2 602 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 215 469 - - - - Mov Cap-2 Maneuver 215 - - - - - Stage 1 519 - - - - - Stage 2 602 - - - - - Approach EB NB SB HCM Control Delay, s 22.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 312 - HCM Lane V/C Ratio - 0.341 - HCM Control Delay (s) - 22.4 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 1.5 - Build.syn Synchro 11 Light Report D&D Page 3

DRAWING LIST Sheet Number SHEET_# Sheet Title H 01 C1.01 COVER SHEET