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HomeMy WebLinkAboutBRINKMAN HEADQUARTERS - PDP/FDP - FDP130050 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYBuilding. Table 2 shows the trip generation for the Brinkman Office Building. The Brinkman Office Building is expected to generate 364 daily trip ends, 51 morning peak hour trip ends, and 49 afternoon peak hour trip ends. Directional distribution of the generated trips was determined for the Brinkman Office Building site and is shown in Figure 5. Figure 6 shows the site generated peak hour traffic assignment of the Brinkman Office Building. Figure 7 shows the short range (2018) background morning and afternoon peak hour traffic at the key intersections. Background traffic volume forecasts for the short range (2018) future were obtained by reviewing traffic studies for other developments in this area and reviewing historic counts in the area. Traffic volumes from the Banner Health Medical Campus, 5043 Technology Parkway, Custom Blending Expansion, and Terra Vida II were used in the traffic forecasts. Table 3 shows the short range (2018) background morning and afternoon peak hour operation at the key intersections. Calculation forms are provided in Appendix D. The key intersections will operate acceptably with the existing control and geometry in the short range (2018) background future. Figure 8 shows the short range (2018) total morning and afternoon peak hour traffic at the key intersections. Table 4 shows the short range (2018) total morning and afternoon peak hour operation at the key intersections. Calculation forms are provided in Appendix E. The key intersections will operate acceptably during the morning and afternoon peak hours with the existing control and geometry. The Brinkman Office Building site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix F shows a map of the area that is within 1320 feet of the Brinkman Office Building site. The Brinkman Office Building site is located within an area termed as “other,” which sets the pedestrian level of service threshold at LOS C for all measured categories. There are two destination areas within 1320 feet of the proposed Brinkman Office Building: 1) the residential apartments to the east and 2) the residential neighborhood to the southeast. Appendix F contains a Pedestrian LOS Worksheet. Based upon Fort Collins bicycle LOS criteria, there are no destination areas within 1320 feet of the Brinkman Office Building site. Currently, this area is served by Transfort Routes 16 and 17. The transit service is acceptable. It is concluded that, with full development of the Brinkman Office Building, the future level of service at the key intersections will be acceptable. The Brinkman Office Building can be built without additional geometry or other street improvements. DELICH Brinkman Office Building TIS, October 2013 ASSOCIATES Harmony Rock Creek Ziegler Lady Moon Kechter Precision Brinkman Office Building Cinquefoil Fossil Ridge High School Zach Elementary School SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 Lady Moon Precision - Denotes Lane RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 AM/PM 1/0 93/71 0/1 2/1 57/103 4/13 1/5 0/0 0/1 22/9 0/0 1/1 Lady Moon Precision TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lady Moon/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A DELICH Brinkman Office Building TIS, October 2013 ASSOCIATES SCALE: 1"=60' SITE PLAN Figure 4 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 710 Office 33.0 KSF 11.03 364 1.37 45 0.19 6 0.25 8 1.24 41 DELICH Brinkman Office Building TIS, October 2013 ASSOCIATES 5% 5% 10% 25% 5% Harmony Rock Creek Ziegler Lady Moon Precision 35% 15% SCALE: 1"=500' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 SITE GENERATED PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 AM/PM 3/0 34/6 5/31 0/1 0/3 1/0 Lady Moon Precision 1/6 5/35 38/6 7/2 Site Access SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 AM/PM 4/0 179/123 6/27 29/7 92/179 17/63 7/35 0/1 1/4 47/21 1/0 27/14 Lady Moon Precision TABLE 3 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A TABLE 4 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A Precision/Site Access (stop sign) SB LT/RT A A EB LT/T A A DELICH Brinkman Office Building TIS, October 2013 ASSOCIATES SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 AM/PM 7/0 179/123 6/27 63/13 92/179 17/63 12/66 0/2 1/7 47/21 2/0 27/14 Lady Moon Precision 1/6 5/35 38/6 34/7 7/2 8/40 Site Access APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11-28-12 Observer: Joe Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Precision S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Precision Westbound: Precision Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0250 25 1160 17 42 000 0 006 6 648 7:45 0260 26 1151 17 43 100 1 006 6 750 8:00 1240 25 1191 21 46 000 0 104 5 551 8:15 0180 18 170 8 26 000 0 006 6 632 7:30-8:30 1 93 0 94 4 57 2 63 157 1 0 011 0 222324 181 PHF 0.25 0.89 n/a 0.9 1 0.75 0.5 0.75 0.25 n/a n/a 0.25 0.25 n/a 0.92 0.96 0.89 4:30 0110 11 1210 22 33 100 1 004 4 538 4:45 0260 26 5230 28 54 200 2 002 2 458 5:00 0160 16 2330 35 51 100 1 101 2 354 5:15 0181 19 5261 32 51 101 2 002 2 455 4:30-5:30 0 71 1 72 13 103 1 117 189 501 6 109 10 16 205 PHF n/a 0.68 0.25 0.69 0.65 0.78 0.25 0.84 0.63 n/a 0.25 0.75 0.25 n/a 0.56 0.63 0.88 8 APPENDIX C 9 HCM 2010 TWSC 5: Lady Moon & Precision Recent AM 10/22/2013 Synchro 8 Light Report Delich Associates recent am.syn Intersection Intersection Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 100102219304572 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 222222222222 Mvmt Flow 10010251 10404642 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 193 181 65 181 182 104 66 0 0 104 0 0 Stage 1 74 74 - 107 107 ------- Stage 2 119 107 - 74 75 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 767 713 999 781 712 951 1536 - - 1488 - - Stage 1 935 833 - 898 807 ------- Stage 2 885 807 - 935 833 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 745 711 999 779 710 951 1536 - - 1488 - - Mov Capacity-2 Maneuver 745 711 - 779 710 ------- Stage 1 934 831 - 897 806 ------- Stage 2 861 806 - 932 831 ------- Approach EB WB NB SB HCM Control Delay, s 9.8 8.9 0.1 0.5 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1536 - - 745 942 1488 - - HCM Lane V/C Ratio 0.001 - - 0.002 0.027 0.003 - - HCM Control Delay (s) 7.345 - - 9.8 8.9 7.427 - - HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.002 - - 0.005 0.085 0.009 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 10 HCM 2010 TWSC 5: Lady Moon & Precision Recent PM 10/22/2013 Synchro 8 Light Report Delich Associates recent pm.syn Intersection Intersection Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 501109071113 1031 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 222222222222 Mvmt Flow 6011010081115 1171 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 233 229 118 229 229 81 118 0 0 82 0 0 Stage 1 147 147 - 81 81 ------- Stage 2 86 82 - 148 148 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 722 671 934 726 671 979 1470 - - 1515 - - Stage 1 856 775 - 927 828 ------- Stage 2 922 827 - 855 775 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 709 664 934 720 664 979 1470 - - 1515 - - Mov Capacity-2 Maneuver 709 664 - 720 664 ------- Stage 1 856 767 - 927 828 ------- Stage 2 912 827 - 846 767 ------- Approach EB WB NB SB HCM Control Delay, s 9.9 8.9 0 0.8 HCM LOS A A Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1470 - - 739 945 1515 - - HCM Lane V/C Ratio - - - 0.009 0.012 0.01 - - HCM Control Delay (s) 0 - - 9.9 8.9 7.4 - - HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 - - 0.028 0.037 0.03 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 11 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 12 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 13 APPENDIX D 14 HCM 2010 TWSC 5: Lady Moon & Precision Short Bkgrd AM 10/22/2013 Synchro 8 Light Report Delich Associates short bkgd am.syn Intersection Intersection Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 0 1 27 1 47 4 179 6 17 92 29 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 222222222222 Mvmt Flow 8 0 1 30 1 53 4 201 7 19 103 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 398 375 120 371 387 204 136 0 0 208 0 0 Stage 1 158 158 - 213 213 ------- Stage 2 240 217 - 158 174 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 562 556 931 586 547 837 1448 - - 1363 - - Stage 1 844 767 - 789 726 ------- Stage 2 763 723 - 844 755 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 519 547 931 578 538 837 1448 - - 1363 - - Mov Capacity-2 Maneuver 519 547 - 578 538 ------- Stage 1 842 756 - 787 724 ------- Stage 2 712 721 - 831 744 ------- Approach EB WB NB SB HCM Control Delay, s 11.7 10.7 0.2 0.9 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1448 - - 549 716 1363 - - HCM Lane V/C Ratio 0.003 - - 0.016 0.118 0.014 - - HCM Control Delay (s) 7.494 - - 11.7 10.7 7.679 - - HCM Lane LOS A B B A HCM 95th %tile Q(veh) 0.009 - - 0.05 0.398 0.043 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 15 HCM 2010 TWSC 5: Lady Moon & Precision Short Bkgrd PM 10/22/2013 Synchro 8 Light Report Delich Associates short bkgd pm.syn Intersection Intersection Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 35 1 4 14 0 21 0 123 6 63 179 7 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 222222222222 Mvmt Flow 40 1 5 16 0 24 0 140 7 72 203 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 506 498 207 496 498 143 211 0 0 147 0 0 Stage 1 351 351 - 143 143 ------- Stage 2 155 147 - 353 355 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 477 474 833 484 474 905 1360 - - 1435 - - Stage 1 666 632 - 860 779 ------- Stage 2 847 775 - 664 630 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 447 450 833 462 450 905 1360 - - 1435 - - Mov Capacity-2 Maneuver 447 450 - 462 450 ------- Stage 1 666 600 - 860 779 ------- Stage 2 825 775 - 626 598 ------- Approach EB WB NB SB HCM Control Delay, s 13.5 10.9 0 1.9 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1360 - - 469 654 1435 - - HCM Lane V/C Ratio - - - 0.097 0.061 0.05 - - HCM Control Delay (s) 0 - - 13.5 10.9 7.64 - - HCM Lane LOS A B B A HCM 95th %tile Q(veh) 0 - - 0.32 0.194 0.157 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 16 APPENDIX E 17 HCM 2010 TWSC 5: Lady Moon & Precision Short Total AM 10/22/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 12 0 1 27 2 47 7 179 6 17 92 63 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 222222222222 Mvmt Flow 13 0 1 30 2 53 8 201 7 19 103 71 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 425 401 139 398 432 204 174 0 0 208 0 0 Stage 1 177 177 - 220 220 ------- Stage 2 248 224 - 178 212 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 540 538 909 562 516 837 1403 - - 1363 - - Stage 1 825 753 - 782 721 ------- Stage 2 756 718 - 824 727 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 497 527 909 553 506 837 1403 - - 1363 - - Mov Capacity-2 Maneuver 497 527 - 553 506 ------- Stage 1 820 743 - 778 717 ------- Stage 2 702 714 - 812 717 ------- Approach EB WB NB SB HCM Control Delay, s 12.2 10.9 0.3 0.8 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1403 - - 515 698 1363 - - HCM Lane V/C Ratio 0.006 - - 0.028 0.122 0.014 - - HCM Control Delay (s) 7.58 - - 12.2 10.9 7.679 - - HCM Lane LOS A B B A HCM 95th %tile Q(veh) 0.017 - - 0.087 0.416 0.043 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 18 HCM 2010 TWSC 5: Lady Moon & Precision Short Total PM 10/22/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 66 2 7 14 0 21 0 123 6 63 179 13 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------ 100-- 100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 222222222222 Mvmt Flow 75 2 8 16 0 24 0 140 7 72 203 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 509 501 211 502 504 143 218 0 0 147 0 0 Stage 1 354 354 - 143 143 ------- Stage 2 155 147 - 359 361 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 475 472 829 480 470 905 1352 - - 1435 - - Stage 1 663 630 - 860 779 ------- Stage 2 847 775 - 659 626 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 445 448 829 455 446 905 1352 - - 1435 - - Mov Capacity-2 Maneuver 445 448 - 455 446 ------- Stage 1 663 598 - 860 779 ------- Stage 2 825 775 - 618 595 ------- Approach EB WB NB SB HCM Control Delay, s 14.5 10.9 0 1.9 HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1352 - - 465 648 1435 - - HCM Lane V/C Ratio - - - 0.183 0.061 0.05 - - HCM Control Delay (s) 0 - - 14.5 10.9 7.64 - - HCM Lane LOS A B B A HCM 95th %tile Q(veh) 0 - - 0.664 0.196 0.157 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 19 HCM 2010 TWSC 1: Precision & Site Access Short Total AM 10/22/2013 Synchro 8 Light Report Delich Associates short total am.syn Intersection Intersection Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 7 8 34 38 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 9 40 45 6 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 85 0 - 0 88 62 Stage 1 - - - - 62 - Stage 2 - - - - 26 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1512 - - - 913 1003 Stage 1 - - - - 961 - Stage 2 - - - - 997 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1512 - - - 908 1003 Mov Capacity-2 Maneuver - - - - 908 - Stage 1 - - - - 961 - Stage 2 - - - - 992 - Approach EB WB SB HCM Control Delay, s 3.5 0 8.9 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1512 - - - 923 HCM Lane V/C Ratio 0.005 - - - 0.008 HCM Control Delay (s) 7.394 0 - - 8.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.016 - - - 0.023 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 20 HCM 2010 TWSC 1: Precision & Site Access Short Total PM 10/22/2013 Synchro 8 Light Report Delich Associates short total pm.syn Intersection Intersection Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 2 40 7 6 35 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 47 8 7 41 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 15 0 - 0 64 12 Stage 1 - - - - 12 - Stage 2 - - - - 52 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1603 - - - 942 1069 Stage 1 - - - - 1011 - Stage 2 - - - - 970 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1603 - - - 941 1069 Mov Capacity-2 Maneuver - - - - 941 - Stage 1 - - - - 1011 - Stage 2 - - - - 969 - Approach EB WB SB HCM Control Delay, s 0.3 0 9 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1603 - - - 958 HCM Lane V/C Ratio 0.001 - - - 0.05 HCM Control Delay (s) 7.249 0 - - 9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.004 - - - 0.159 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 21 APPENDIX F 22 Harmony Rock Creek Lady Moon Precision Cinquefoil Fossil Ridge High School SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Brinkman Office Building TIS, October 2013 23 Pedestrian LOS Worksheet Project Location Classification: Other Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Neighborhood to the east of the site Residential Minimum C C C C C 1 Actual A B B B B Proposed A B B B B Neighborhood to the southeast of the site Residential Minimum C C C C C 2 Actual A B B B B Proposed A B B B B Minimum 3 Actual Proposed Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 24