San Marcos City Council
June 24, 2025

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 650 380 220 380 0 300 0 160 0 0 0 Future Volume (veh/h) 0 650 380 220 380 0 300 0 160 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 1856 0 1856 Adj Flow Rate, veh/h 0 823 481 259 447 0 326 0 174
Peak Hour Factor 0.79 0.79 0.79 0.85 0.85 0.85 0.92 0.92 0.92 Percent Heavy Veh, % 333330303
Cap, veh/h 82 1238 528 360 1793 0 968 0 781
Arrive On Green 0.00 0.35 0.35 0.20 0.51 0.00 0.28 0.00 0.28 Sat Flow, veh/h 1767 3526 1503 1767 3618 0 3428 0 2768
Grp Volume(v), veh/h 0 823 481 259 447 0 326 0 174
Grp Sat Flow(s),veh/h/ln 1767 1763 1503 1767 1763 0 1714 0 1384 Q Serve(g_s), s 0.0 21.3 33.0 14.8 7.7 0.0 8.1 0.0 5.2
Cycle Q Clear(g_c), s 0.0 21.3 33.0 14.8 7.7 0.0 8.1 0.0 5.2 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 82 1238 528 360 1793 0 968 0 781 V/C Ratio(X) 0.00 0.66 0.91 0.72 0.25 0.00 0.34 0.00 0.22 Avail Cap(c_a), veh/h 82 1302 555 360 1857 0 968 0 781
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 29.7 33.5 40.1 14.9 0.0 30.7 0.0 29.7 Incr Delay (d2), s/veh 0.0 1.2 18.9 11.7 0.1 0.0 0.9 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.7 14.0 7.3 2.9 0.0 3.4 0.0 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.9 52.3 51.9 15.0 0.0 31.7 0.0 30.3 LnGrp LOS A C D D B A C A C
Approach Vol, veh/h 1304 706 500
Approach Delay, s/veh 38.8 28.5 31.2
Approach LOS D C C
Timer - Assigned Phs 1 2 5 6 8
Phs Duration (G+Y+Rc), s 27.0 44.0 10.0 61.0 37.0
Change Period (Y+Rc), s 5.0 * 6.1 5.0 * 6.1 6.5
Max Green Setting (Gmax), s 22.0 * 40 5.0 * 57 30.5
Max Q Clear Time (g_c+I1), s 16.8 35.0 0.0 9.7 10.1
Green Ext Time (p_c), s 0.3 2.9 0.0 2.9 1.7
Intersection Summary
HCM 6th Ctrl Delay 34.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 AM
2: N Pacific St & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 730 90 0 640 30 0 0 70 90 0 50 Future Volume (veh/h) 30 730 90 0 640 30 0 0 70 90 0 50 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.95 1.00 0.97 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1726 1726 1726 0 1726 1726 0 1726 1726 1726 1726 1726 Adj Flow Rate, veh/h 37 890 110 0 821 38 0 0 95 120 0 67 Peak Hour Factor 0.82 0.82 0.82 0.78 0.78 0.78 0.74 0.74 0.74 0.75 0.75 0.75 Percent Heavy Veh, % 3 33033033333
Cap, veh/h 144 1252 155 0 910 42 0 0 385 191 0 160
Arrive On Green 0.09 0.43 0.43 0.00 0.29 0.29 0.00 0.00 0.27 0.12 0.00 0.12 Sat Flow, veh/h 1643 2921 361 0 3268 147 0 0 1417 1643 0 1381 Grp Volume(v), veh/h 37 499 501 0 423 436 0 0 95 120 0 67 Grp Sat Flow(s),veh/h/ln1643 1639 1643 0 1639 1690 0 0 1417 1643 0 1381 Q Serve(g_s), s 1.9 23.1 23.1 0.0 23.0 23.0 0.0 0.0 4.8 6.4 0.0 4.2 Cycle Q Clear(g_c), s 1.9 23.1 23.1 0.0 23.0 23.0 0.0 0.0 4.8 6.4 0.0 4.2 Prop In Lane 1.00 0.22 0.00 0.09 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 144 703 704 0 469 483 0 0 385 191 0 160 V/C Ratio(X) 0.26 0.71 0.71 0.00 0.90 0.90 0.00 0.00 0.25 0.63 0.00 0.42 Avail Cap(c_a), veh/h 144 773 775 0 525 541 0 0 385 446 0 375 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.4 21.7 21.7 0.0 31.8 31.8 0.0 0.0 26.3 39.0 0.0 38.0 Incr Delay (d2), s/veh 4.3 2.2 2.2 0.0 16.6 16.2 0.0 0.0 1.5 1.3 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 8.4 8.4 0.0 10.6 10.9 0.0 0.0 1.8 2.6 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.6 23.9 23.9 0.0 48.3 48.0 0.0 0.0 27.8 40.3 0.0 38.6 LnGrp LOS D C C A D D A A C D A D
Approach Vol, veh/h 1037 859 95 187
Approach Delay, s/veh 24.6 48.1 27.8 39.7
Approach LOS CDCD
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 46.4 15.8 13.2 33.2 30.2
Change Period (Y+Rc), s * 6.8 5.1 5.1 6.8 5.1
Max Green Setting (Gmax), s * 44 25.1 8.1 29.6 25.1
Max Q Clear Time (g_c+I1), s 25.1 8.4 3.9 25.0 6.8
Green Ext Time (p_c), s 3.6 0.4 0.0 1.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 35.3
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 AM
3: N. Las Posas Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 500 100 400 450 150 90 520 350 150 770 60 Future Volume (veh/h) 180 500 100 400 450 150 90 520 350 150 770 60 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 225 625 125 460 517 172 110 634 427 158 811 63 Peak Hour Factor 0.80 0.80 0.80 0.87 0.87 0.87 0.82 0.82 0.82 0.95 0.95 0.95 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 212 1122 568 385 825 273 137 896 974 286 1215 94 Arrive On Green 0.12 0.32 0.32 0.12 0.32 0.32 0.08 0.27 0.27 0.08 0.27 0.27 Sat Flow, veh/h 1767 3526 1401 3188 2572 850 1643 3279 2424 3428 4446 344 Grp Volume(v), veh/h 225 625 125 460 353 336 110 634 427 158 572 302 Grp Sat Flow(s),veh/h/ln1767 1763 1401 1594 1763 1659 1643 1639 1212 1714 1570 1649 Q Serve(g_s), s 14.4 17.6 7.0 14.5 20.4 20.7 7.9 20.9 15.5 5.3 19.4 19.6 Cycle Q Clear(g_c), s 14.4 17.6 7.0 14.5 20.4 20.7 7.9 20.9 15.5 5.3 19.4 19.6 Prop In Lane 1.00 1.00 1.00 0.51 1.00 1.00 1.00 0.21
Lane Grp Cap(c), veh/h 212 1122 568 385 566 532 137 896 974 286 858 451 V/C Ratio(X) 1.06 0.56 0.22 1.19 0.62 0.63 0.80 0.71 0.44 0.55 0.67 0.67 Avail Cap(c_a), veh/h 212 1122 568 385 566 532 137 902 978 286 864 454 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 33.9 23.6 52.8 34.6 34.7 54.0 39.3 26.7 52.9 38.7 38.8 Incr Delay (d2), s/veh 78.9 2.0 0.9 110.1 5.1 5.6 34.7 4.2 1.3 7.5 4.1 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln10.8 7.6 2.4 11.5 9.2 8.8 4.5 8.6 4.5 2.5 7.7 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 131.7 35.9 24.5 162.9 39.8 40.3 88.7 43.5 28.0 60.4 42.8 46.5 LnGrp LOS F D C F D D F D C E D D
Approach Vol, veh/h 975 1149 1171 1032
Approach Delay, s/veh 56.5 89.2 42.1 46.6
Approach LOS E F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 39.6 20.8 44.5 15.1 39.6 20.5 44.8 Change Period (Y+Rc), s 5.1 6.8 6.3 6.3 5.1 6.8 * 6.1 * 6.3 Max Green Setting (Gmax), s10.0 33.0 14.5 38.0 10.0 33.0 * 14 * 39 Max Q Clear Time (g_c+I1), s7.3 22.9 16.5 19.6 9.9 21.6 16.4 22.7 Green Ext Time (p_c), s 0.1 2.8 0.0 2.6 0.0 2.7 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 58.9
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 AM
4: Knoll Rd/Drwy & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 520 220 270 680 10 200 10 190 10 10 20 Future Volume (veh/h) 10 520 220 270 680 10 200 10 190 10 10 20 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.93 1.00 0.94 1.00 0.96 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 13 693 293 297 747 11 284 0 260 12 12 25 Peak Hour Factor 0.75 0.75 0.75 0.91 0.91 0.91 0.73 0.73 0.73 0.81 0.81 0.81 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 37 1410 546 179 1750 26 702 0 301 50 50 87
Arrive On Green 0.02 0.40 0.40 0.11 0.49 0.49 0.21 0.00 0.21 0.06 0.06 0.06 Sat Flow, veh/h 1767 3526 1364 1643 3553 52 3287 0 1410 842 842 1455 Grp Volume(v), veh/h 13 693 293 297 371 387 284 0 260 24 0 25 Grp Sat Flow(s),veh/h/ln1767 1763 1364 1643 1763 1842 1643 0 1410 1684 0 1455 Q Serve(g_s), s 0.7 14.7 16.4 10.9 13.5 13.5 7.4 0.0 17.8 1.4 0.0 1.6 Cycle Q Clear(g_c), s 0.7 14.7 16.4 10.9 13.5 13.5 7.4 0.0 17.8 1.4 0.0 1.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 37 1410 546 179 869 908 702 0 301 100 0 87 V/C Ratio(X) 0.35 0.49 0.54 1.66 0.43 0.43 0.40 0.00 0.86 0.24 0.00 0.29 Avail Cap(c_a), veh/h 124 1410 546 179 869 908 887 0 381 135 0 116 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.3 22.4 22.9 44.5 16.3 16.3 33.8 0.0 37.9 44.9 0.0 45.0 Incr Delay (d2), s/veh 2.0 1.2 3.8 319.5 1.5 1.5 0.1 0.0 13.0 0.5 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 5.9 5.5 20.2 5.3 5.5 2.9 0.0 7.1 0.6 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.3 23.6 26.7 364.1 17.8 17.8 34.0 0.0 50.9 45.3 0.0 45.7 LnGrp LOS D C C F B B C A D D A D
Approach Vol, veh/h 999 1055 544 49
Approach Delay, s/veh 24.9 115.3 42.1 45.5
Approach LOS C F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s16.0 45.8 11.1 6.7 55.1 27.1
Change Period (Y+Rc), s 5.1 5.8 * 5.2 4.6 5.8 5.7
Max Green Setting (Gmax), s10.9 32.3 * 8 7.0 36.7 27.0
Max Q Clear Time (g_c+I1), s12.9 18.4 3.6 2.7 15.5 19.8 Green Ext Time (p_c), s 0.0 3.0 0.0 0.0 2.6 0.7
Intersection Summary
HCM 6th Ctrl Delay 64.8
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 AM
5: N. Las Posas Rd & Armorlite Dr 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 0 20 170 10 50 40 900 130 30 1380 10 Future Volume (veh/h) 10 0 20 170 10 50 40 900 130 30 1380 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 12 0 25 187 11 55 48 1071 155 35 1624 12 Peak Hour Factor 0.80 0.80 0.80 0.91 0.91 0.91 0.84 0.84 0.84 0.85 0.85 0.85 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 40 0 252 150 60 300 91 2108 305 77 2418 18
Arrive On Green 0.02 0.00 0.17 0.09 0.23 0.23 0.05 0.47 0.47 0.04 0.47 0.47 Sat Flow, veh/h 1767 0 1506 1767 261 1305 1767 4444 642 1767 5186 38 Grp Volume(v), veh/h 12 0 25 187 0 66 48 813 413 35 1058 578 Grp Sat Flow(s),veh/h/ln1767 0 1506 1767 0 1566 1767 1689 1709 1767 1689 1847 Q Serve(g_s), s 0.7 0.0 1.4 8.5 0.0 3.4 2.6 16.7 16.7 1.9 24.3 24.3 Cycle Q Clear(g_c), s 0.7 0.0 1.4 8.5 0.0 3.4 2.6 16.7 16.7 1.9 24.3 24.3 Prop In Lane 1.00 1.00 1.00 0.83 1.00 0.38 1.00 0.02
Lane Grp Cap(c), veh/h 40 0 252 150 0 359 91 1602 811 77 1574 861 V/C Ratio(X) 0.30 0.00 0.10 1.24 0.00 0.18 0.53 0.51 0.51 0.46 0.67 0.67 Avail Cap(c_a), veh/h 141 0 587 150 0 619 124 1602 811 124 1574 861 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.18 0.18 0.18 0.53 0.53 0.53 Uniform Delay (d), s/veh 48.1 0.0 35.3 45.8 0.0 31.0 46.2 18.2 18.2 46.7 20.7 20.7 Incr Delay (d2), s/veh 1.5 0.0 0.1 153.8 0.0 0.1 0.3 0.2 0.4 0.8 1.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.0 0.5 10.2 0.0 1.3 1.1 6.0 6.1 0.8 8.9 10.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.6 0.0 35.3 199.6 0.0 31.1 46.6 18.4 18.6 47.5 22.0 23.0 LnGrp LOS D A D F A C D B B D C C
Approach Vol, veh/h 37 253 1274 1671
Approach Delay, s/veh 40.0 155.6 19.5 22.9
Approach LOS D F B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s10.4 53.4 14.0 22.2 11.2 52.6 7.8 28.5 Change Period (Y+Rc), s 6.0 6.0 5.5 5.5 6.0 6.0 5.5 5.5 Max Green Setting (Gmax), s7.0 22.5 8.5 39.0 7.0 22.5 8.0 39.5 Max Q Clear Time (g_c+I1), s3.9 18.7 10.5 3.4 4.6 26.3 2.7 5.4 Green Ext Time (p_c), s 0.0 1.9 0.0 0.1 0.0 0.0 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 32.1
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Year 2050 AM
7: N. Las Posas Rd & Descanso Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 40 130 170 20 30 70 950 140 20 1510 40 Future Volume (veh/h) 20 40 130 170 20 30 70 950 140 20 1510 40 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.94 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 24 47 153 233 27 41 71 864 141 20 1541 41 Peak Hour Factor 0.85 0.85 0.85 0.73 0.73 0.73 0.99 0.99 0.99 0.98 0.98 0.98 Percent Heavy Veh, % 333333333333
Cap, veh/h 172 336 425 955 181 276 158 1053 171 88 1045 28 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.24 0.24 0.05 0.21 0.21 Sat Flow, veh/h 617 1208 1525 3428 652 989 1767 4352 705 1767 5063 135 Grp Volume(v), veh/h 71 0 153 233 0 68 71 669 336 20 1028 554 Grp Sat Flow(s),veh/h/ln 1825 0 1525 1714 0 1641 1767 1689 1680 1767 1689 1821 Q Serve(g_s), s 4.1 0.0 11.3 7.4 0.0 4.4 5.3 26.2 26.5 1.5 28.9 28.9 Cycle Q Clear(g_c), s 4.1 0.0 11.3 7.4 0.0 4.4 5.3 26.2 26.5 1.5 28.9 28.9 Prop In Lane 0.34 1.00 1.00 0.60 1.00 0.42 1.00 0.07
Lane Grp Cap(c), veh/h 508 0 425 955 0 457 158 817 407 88 697 376 V/C Ratio(X) 0.14 0.00 0.36 0.24 0.00 0.15 0.45 0.82 0.83 0.23 1.48 1.48 Avail Cap(c_a), veh/h 508 0 425 955 0 457 158 817 407 88 697 376 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.95 0.95 0.72 0.72 0.72 Uniform Delay (d), s/veh 37.9 0.0 40.5 39.1 0.0 38.0 60.5 50.2 50.3 63.9 55.6 55.6 Incr Delay (d2), s/veh 0.6 0.0 2.4 0.6 0.0 0.7 8.6 8.6 16.5 4.2 219.5 224.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 4.6 3.2 0.0 1.9 2.7 11.8 12.7 0.8 33.2 36.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.5 0.0 42.9 39.7 0.0 38.7 69.1 58.7 66.8 68.1 275.1 279.7 LnGrp LOS D A D D A D EEEEFF
Approach Vol, veh/h 224 301 1076 1602
Approach Delay, s/veh 41.5 39.5 61.9 274.1
Approach LOS D D E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.5 40.4 45.5 18.5 35.4 45.5
Change Period (Y+Rc), s 6.5 * 6.5 6.5 6.0 6.5 6.5
Max Green Setting (Gmax), s 7.0 * 30 39.0 12.5 24.0 39.0 Max Q Clear Time (g_c+I1), s 3.5 28.5 13.3 7.3 30.9 9.4 Green Ext Time (p_c), s 0.0 0.5 0.5 0.0 0.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 164.5
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 AM
8: N. Las Posas Rd & SR-78 WB Ramps 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 580 10 270 270 910 0 0 1600 450 Future Volume (veh/h) 0 0 0 580 10 270 270 910 0 0 1600 450 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 467 239 293 307 1034 0 0 1778 500
Peak Hour Factor 0.92 0.92 0.92 0.88 0.88 0.88 0.90 0.90 0.90 Percent Heavy Veh, % 333330033
Cap, veh/h 497 209 257 256 3039 0 0 1606 437
Arrive On Green 0.28 0.28 0.28 0.15 0.60 0.00 0.00 0.41 0.41 Sat Flow, veh/h 1767 745 913 1767 5233 0 0 4103 1070
Grp Volume(v), veh/h 467 0 532 307 1034 0 0 1517 761
Grp Sat Flow(s),veh/h/ln 1767 0 1658 1767 1689 0 0 1689 1629 Q Serve(g_s), s 25.8 0.0 28.1 14.5 10.3 0.0 0.0 40.8 40.8 Cycle Q Clear(g_c), s 25.8 0.0 28.1 14.5 10.3 0.0 0.0 40.8 40.8 Prop In Lane 1.00 0.55 1.00 0.00 0.00 0.66
Lane Grp Cap(c), veh/h 497 0 466 256 3039 0 0 1378 665
V/C Ratio(X) 0.94 0.00 1.14 1.20 0.34 0.00 0.00 1.10 1.15 Avail Cap(c_a), veh/h 497 0 466 256 3039 0 0 1378 665
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.78 0.78 0.00 0.00 0.09 0.09 Uniform Delay (d), s/veh 35.1 0.0 36.0 42.8 10.1 0.0 0.0 29.6 29.6 Incr Delay (d2), s/veh 25.9 0.0 86.8 114.9 0.2 0.0 0.0 46.7 67.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.4 0.0 22.3 14.2 3.3 0.0 0.0 23.9 26.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.0 0.0 122.8 157.6 10.3 0.0 0.0 76.3 96.7 LnGrp LOS E A F F B A A F F
Approach Vol, veh/h 999 1341 2278
Approach Delay, s/veh 93.9 44.0 83.1
Approach LOS F D F
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 66.8 19.2 47.6 33.2
Change Period (Y+Rc), s 6.8 * 4.7 6.8 5.1
Max Green Setting (Gmax), s 60.0 * 15 40.8 28.1
Max Q Clear Time (g_c+I1), s 12.3 16.5 42.8 30.1
Green Ext Time (p_c), s 4.9 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 74.1
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 AM
9: N. Las Posas Rd & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 220 20 130 200 580 30 480 190 610 790 630 Future Volume (veh/h) 180 220 20 130 200 580 30 480 190 610 790 630 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 247 301 27 144 222 644 35 565 224 701 908 724 Peak Hour Factor 0.73 0.73 0.73 0.90 0.90 0.90 0.85 0.85 0.85 0.87 0.87 0.87 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 595 950 85 145 369 744 169 1119 430 265 1042 715 Arrive On Green 0.17 0.29 0.29 0.08 0.20 0.20 0.10 0.31 0.31 0.08 0.30 0.30 Sat Flow, veh/h 3428 3265 291 1767 1856 2663 1767 3569 1370 3428 3526 1496 Grp Volume(v), veh/h 247 161 167 144 222 644 35 534 255 701 908 724 Grp Sat Flow(s),veh/h/ln1714 1763 1793 1767 1856 1332 1767 1689 1562 1714 1763 1496 Q Serve(g_s), s 7.1 7.9 8.0 9.0 12.0 21.9 2.0 14.2 14.8 8.5 26.9 32.5 Cycle Q Clear(g_c), s 7.1 7.9 8.0 9.0 12.0 21.9 2.0 14.2 14.8 8.5 26.9 32.5 Prop In Lane 1.00 0.16 1.00 1.00 1.00 0.88 1.00 1.00
Lane Grp Cap(c), veh/h 595 513 522 145 369 744 169 1059 490 265 1042 715 V/C Ratio(X) 0.41 0.31 0.32 1.00 0.60 0.87 0.21 0.50 0.52 2.65 0.87 1.01 Avail Cap(c_a), veh/h 595 513 522 145 369 744 169 1059 490 265 1042 715 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.70 0.70 0.70 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 40.5 30.4 30.5 50.5 40.1 38.0 45.9 30.8 31.0 50.7 36.8 29.5 Incr Delay (d2), s/veh 2.1 1.6 1.6 61.6 1.4 7.3 2.8 1.7 3.9 741.7 1.0 13.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.1 3.5 3.6 6.3 5.5 8.7 1.0 5.8 5.8 30.8 11.1 20.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.6 32.0 32.1 112.1 41.4 45.3 48.7 32.5 34.9 792.5 37.8 42.9 LnGrp LOS D C C F DDDCCFDF
Approach Vol, veh/h 575 1010 824 2333
Approach Delay, s/veh 36.6 54.0 33.9 266.2
Approach LOS D D C F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.0 41.0 15.5 38.5 17.0 39.0 25.6 28.4 Change Period (Y+Rc), s 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 Max Green Setting (Gmax), s8.5 34.5 9.0 32.0 10.5 32.5 19.1 21.9 Max Q Clear Time (g_c+I1), s10.5 16.8 11.0 10.0 4.0 34.5 9.1 23.9 Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.3 0.0 Intersection Summary
HCM 6th Ctrl Delay 152.8
HCM 6th LOS F
Notes
User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 AM
10: Via Vera Cruz & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 520 430 140 70 310 90 80 90 40 190 320 470 Future Volume (veh/h) 520 430 140 70 310 90 80 90 40 190 320 470 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 553 457 149 79 348 101 91 102 45 198 333 490 Peak Hour Factor 0.94 0.94 0.94 0.89 0.89 0.89 0.88 0.88 0.88 0.96 0.96 0.96 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 531 939 579 173 819 225 194 204 163 546 573 472 Arrive On Green 0.16 0.27 0.27 0.10 0.21 0.21 0.11 0.11 0.11 0.31 0.31 0.31 Sat Flow, veh/h 3428 3526 1523 1767 3916 1075 1767 1856 1481 1767 1856 1528 Grp Volume(v), veh/h 553 457 149 79 297 152 91 102 45 198 333 490 Grp Sat Flow(s),veh/h/ln1714 1763 1523 1767 1689 1614 1767 1856 1481 1767 1856 1528 Q Serve(g_s), s 15.5 10.9 6.8 4.2 7.6 8.2 4.8 5.2 2.8 8.7 15.1 30.9 Cycle Q Clear(g_c), s 15.5 10.9 6.8 4.2 7.6 8.2 4.8 5.2 2.8 8.7 15.1 30.9 Prop In Lane 1.00 1.00 1.00 0.67 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 531 939 579 173 706 338 194 204 163 546 573 472 V/C Ratio(X) 1.04 0.49 0.26 0.46 0.42 0.45 0.47 0.50 0.28 0.36 0.58 1.04 Avail Cap(c_a), veh/h 531 939 579 194 706 338 194 204 163 546 573 472 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 30.9 21.6 42.6 34.3 34.5 41.8 41.9 40.9 26.9 29.1 34.5 Incr Delay (d2), s/veh 24.2 0.2 0.1 0.7 0.1 0.3 0.7 0.7 0.3 0.2 1.0 51.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.1 4.5 2.8 1.8 3.0 3.1 2.1 2.3 1.0 3.6 6.6 17.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.4 31.1 21.7 43.3 34.4 34.9 42.4 42.6 41.2 27.0 30.1 86.2 LnGrp LOS F CCDCCDDDCCF
Approach Vol, veh/h 1159 528 238 1021
Approach Delay, s/veh 46.7 35.9 42.3 56.4
Approach LOS D D D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.5 33.4 36.0 20.2 27.7 16.1
Change Period (Y+Rc), s * 4.7 6.8 5.1 * 4.7 6.8 5.1
Max Green Setting (Gmax), s* 11 25.4 30.9 * 16 20.9 11.0 Max Q Clear Time (g_c+I1), s6.2 12.9 32.9 17.5 10.2 7.2 Green Ext Time (p_c), s 0.0 1.8 0.0 0.0 1.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
1: N Rancho Santa Fe Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1010 210 220 460 0 440 0 560 0 0 0 Future Volume (veh/h) 0 1010 210 220 460 0 440 0 560 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 1856 0 1856 Adj Flow Rate, veh/h 0 1247 259 265 554 0 489 0 622
Peak Hour Factor 0.81 0.81 0.81 0.83 0.83 0.83 0.90 0.90 0.90 Percent Heavy Veh, % 333330303
Cap, veh/h 82 1382 591 311 1839 0 922 0 744
Arrive On Green 0.00 0.39 0.39 0.18 0.52 0.00 0.27 0.00 0.27 Sat Flow, veh/h 1767 3526 1507 1767 3618 0 3428 0 2768
Grp Volume(v), veh/h 0 1247 259 265 554 0 489 0 622
Grp Sat Flow(s),veh/h/ln 1767 1763 1507 1767 1763 0 1714 0 1384 Q Serve(g_s), s 0.0 35.9 13.6 15.7 9.6 0.0 13.1 0.0 22.9 Cycle Q Clear(g_c), s 0.0 35.9 13.6 15.7 9.6 0.0 13.1 0.0 22.9 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 82 1382 591 311 1839 0 922 0 744 V/C Ratio(X) 0.00 0.90 0.44 0.85 0.30 0.00 0.53 0.00 0.84 Avail Cap(c_a), veh/h 82 1451 620 311 1908 0 922 0 744
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 30.9 24.1 43.1 14.6 0.0 33.6 0.0 37.2 Incr Delay (d2), s/veh 0.0 8.0 0.5 24.3 0.1 0.0 2.2 0.0 10.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.7 4.7 8.7 3.6 0.0 5.6 0.0 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 38.8 24.6 67.4 14.7 0.0 35.8 0.0 48.0 LnGrp LOS A D C E B A D A D
Approach Vol, veh/h 1506 819 1111
Approach Delay, s/veh 36.4 31.8 42.6
Approach LOS D C D
Timer - Assigned Phs 1 2 5 6 8
Phs Duration (G+Y+Rc), s 24.0 48.4 10.0 62.4 35.5
Change Period (Y+Rc), s 5.0 * 6.1 5.0 * 6.1 6.5
Max Green Setting (Gmax), s 19.0 * 44 5.0 * 58 29.0
Max Q Clear Time (g_c+I1), s 17.7 37.9 0.0 11.6 24.9
Green Ext Time (p_c), s 0.1 4.4 0.0 3.7 1.9
Intersection Summary
HCM 6th Ctrl Delay 37.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
2: N Pacific St & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1190 60 0 690 60 0 0 90 50 0 40 Future Volume (veh/h) 50 1190 60 0 690 60 0 0 90 50 0 40 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 0.99 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1726 1726 1726 0 1726 1726 0 1726 1726 1726 1726 1726 Adj Flow Rate, veh/h 56 1337 67 0 758 66 0 0 120 57 0 45 Peak Hour Factor 0.89 0.89 0.89 0.91 0.91 0.91 0.75 0.75 0.75 0.88 0.88 0.88 Percent Heavy Veh, % 3 33033033333
Cap, veh/h 120 1247 62 0 833 73 0 0 327 372 0 314
Arrive On Green 0.07 0.39 0.39 0.00 0.27 0.27 0.00 0.00 0.23 0.23 0.00 0.23 Sat Flow, veh/h 1643 3168 158 0 3123 264 0 0 1443 1643 0 1388 Grp Volume(v), veh/h 56 690 714 0 409 415 0 0 120 57 0 45 Grp Sat Flow(s),veh/h/ln1643 1639 1687 0 1639 1661 0 0 1443 1643 0 1388 Q Serve(g_s), s 3.6 43.6 43.6 0.0 26.7 26.8 0.0 0.0 7.8 3.1 0.0 2.9 Cycle Q Clear(g_c), s 3.6 43.6 43.6 0.0 26.7 26.8 0.0 0.0 7.8 3.1 0.0 2.9 Prop In Lane 1.00 0.09 0.00 0.16 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 120 645 664 0 450 456 0 0 327 372 0 314 V/C Ratio(X) 0.47 1.07 1.07 0.00 0.91 0.91 0.00 0.00 0.37 0.15 0.00 0.14 Avail Cap(c_a), veh/h 120 645 664 0 450 456 0 0 327 372 0 314 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.3 33.6 33.6 0.0 38.9 38.9 0.0 0.0 36.1 34.3 0.0 34.3 Incr Delay (d2), s/veh 12.4 55.7 56.8 0.0 21.8 21.7 0.0 0.0 3.2 0.9 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.9 26.1 27.0 0.0 13.0 13.1 0.0 0.0 3.0 1.3 0.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 89.3 90.4 0.0 60.7 60.6 0.0 0.0 39.3 35.2 0.0 35.2 LnGrp LOS E F F AEEAADDAD
Approach Vol, veh/h 1460 824 120 102
Approach Delay, s/veh 88.8 60.7 39.3 35.2
Approach LOS F E D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 50.4 30.2 13.2 37.2 30.2
Change Period (Y+Rc), s * 6.8 5.1 5.1 6.8 5.1
Max Green Setting (Gmax), s * 44 25.1 8.1 29.6 25.1
Max Q Clear Time (g_c+I1), s 45.6 5.1 5.6 28.8 9.8
Green Ext Time (p_c), s 0.0 0.2 0.0 0.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 75.0
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
3: N. Las Posas Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 240 1070 160 450 460 130 170 910 580 150 590 70 Future Volume (veh/h) 240 1070 160 450 460 130 170 910 580 150 590 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 253 1126 168 469 479 135 200 1071 682 170 670 80 Peak Hour Factor 0.95 0.95 0.95 0.96 0.96 0.96 0.85 0.85 0.85 0.88 0.88 0.88 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 191 1122 573 385 898 251 137 1082 1121 286 1405 166 Arrive On Green 0.11 0.32 0.32 0.12 0.33 0.33 0.08 0.33 0.33 0.08 0.33 0.33 Sat Flow, veh/h 1767 3526 1419 3188 2700 755 1643 3279 2456 3428 4256 503 Grp Volume(v), veh/h 253 1126 168 469 311 303 200 1071 682 170 492 258 Grp Sat Flow(s),veh/h/ln1767 1763 1419 1594 1763 1693 1643 1639 1228 1714 1570 1618 Q Serve(g_s), s 13.0 38.2 9.6 14.5 17.2 17.4 10.0 39.0 25.3 5.7 15.0 15.2 Cycle Q Clear(g_c), s 13.0 38.2 9.6 14.5 17.2 17.4 10.0 39.0 25.3 5.7 15.0 15.2 Prop In Lane 1.00 1.00 1.00 0.45 1.00 1.00 1.00 0.31
Lane Grp Cap(c), veh/h 191 1122 573 385 586 563 137 1082 1121 286 1036 534 V/C Ratio(X) 1.32 1.00 0.29 1.22 0.53 0.54 1.46 0.99 0.61 0.60 0.48 0.48 Avail Cap(c_a), veh/h 191 1122 573 385 586 563 137 1082 1121 286 1036 534 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.47 0.47 0.47 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 40.9 24.4 52.8 32.5 32.6 55.0 40.0 25.1 53.0 31.9 32.0 Incr Delay (d2), s/veh 176.4 27.7 1.3 119.3 3.4 3.7 225.2 16.5 1.2 8.8 1.6 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln15.0 20.1 3.3 12.0 7.6 7.5 12.6 17.4 7.1 2.8 5.7 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 229.9 68.6 25.7 172.0 35.9 36.2 280.2 56.5 26.2 61.9 33.5 35.1 LnGrp LOS F F C F D D F E C E C D
Approach Vol, veh/h 1547 1083 1953 920
Approach Delay, s/veh 90.3 94.9 68.8 39.2
Approach LOS F F E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 46.6 20.8 44.5 15.1 46.6 19.1 46.2 Change Period (Y+Rc), s 5.1 6.8 6.3 6.3 5.1 6.8 * 6.1 * 6.3 Max Green Setting (Gmax), s10.0 33.0 14.5 38.0 10.0 33.0 * 13 * 40 Max Q Clear Time (g_c+I1), s7.7 41.0 16.5 40.2 12.0 17.2 15.0 19.4 Green Ext Time (p_c), s 0.1 0.0 0.0 0.0 0.0 2.6 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 75.0
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 PM
4: Knoll Rd/Drwy & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 1430 200 190 690 10 180 10 280 10 10 10 Future Volume (veh/h) 10 1430 200 190 690 10 180 10 280 10 10 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 11 1589 222 209 758 11 208 0 311 17 17 17 Peak Hour Factor 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 0.60 0.60 0.60 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 32 1440 577 163 1757 25 778 0 335 48 48 83
Arrive On Green 0.02 0.41 0.41 0.10 0.49 0.49 0.24 0.00 0.24 0.06 0.06 0.06 Sat Flow, veh/h 1767 3526 1413 1643 3556 52 3287 0 1413 842 842 1445 Grp Volume(v), veh/h 11 1589 222 209 376 393 208 0 311 34 0 17 Grp Sat Flow(s),veh/h/ln1767 1763 1413 1643 1763 1844 1643 0 1413 1684 0 1445 Q Serve(g_s), s 0.7 44.9 12.1 10.9 15.1 15.1 5.7 0.0 23.7 2.1 0.0 1.2 Cycle Q Clear(g_c), s 0.7 44.9 12.1 10.9 15.1 15.1 5.7 0.0 23.7 2.1 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 32 1440 577 163 871 911 778 0 335 97 0 83 V/C Ratio(X) 0.34 1.10 0.38 1.28 0.43 0.43 0.27 0.00 0.93 0.35 0.00 0.20 Avail Cap(c_a), veh/h 112 1440 577 163 871 911 807 0 347 122 0 105 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.4 32.5 22.8 49.5 17.9 17.9 34.2 0.0 41.1 49.9 0.0 49.4 Incr Delay (d2), s/veh 2.3 57.3 1.9 166.0 1.6 1.5 0.1 0.0 29.7 0.8 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 29.1 4.1 11.8 6.1 6.3 2.3 0.0 10.8 0.9 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.7 89.8 24.8 215.5 19.5 19.4 34.3 0.0 70.8 50.7 0.0 49.9 LnGrp LOS E F C F B B C A E D A D
Approach Vol, veh/h 1822 978 519 51
Approach Delay, s/veh 81.7 61.3 56.1 50.4
Approach LOS F E E D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s16.0 50.7 11.5 6.6 60.1 31.7
Change Period (Y+Rc), s 5.1 5.8 * 5.2 4.6 5.8 5.7
Max Green Setting (Gmax), s10.9 42.3 * 8 7.0 46.7 27.0
Max Q Clear Time (g_c+I1), s12.9 46.9 4.1 2.7 17.1 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 2.7 0.2
Intersection Summary
HCM 6th Ctrl Delay 71.4
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
5: N. Las Posas Rd & Amorlite Dr 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 0 10 130 10 80 10 1680 200 100 1160 10 Future Volume (veh/h) 10 0 10 130 10 80 10 1680 200 100 1160 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 0 15 138 11 85 11 1867 222 110 1275 11 Peak Hour Factor 0.67 0.67 0.67 0.94 0.94 0.94 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 47 0 241 133 37 286 32 2248 265 112 2782 24
Arrive On Green 0.03 0.00 0.16 0.08 0.21 0.21 0.02 0.49 0.49 0.06 0.54 0.54 Sat Flow, veh/h 1767 0 1504 1767 177 1370 1767 4571 539 1767 5178 45 Grp Volume(v), veh/h 15 0 15 138 0 96 11 1375 714 110 832 454 Grp Sat Flow(s),veh/h/ln1767 0 1504 1767 0 1548 1767 1689 1733 1767 1689 1845 Q Serve(g_s), s 0.9 0.0 0.9 8.3 0.0 5.8 0.7 38.4 39.2 6.8 16.6 16.6 Cycle Q Clear(g_c), s 0.9 0.0 0.9 8.3 0.0 5.8 0.7 38.4 39.2 6.8 16.6 16.6 Prop In Lane 1.00 1.00 1.00 0.89 1.00 0.31 1.00 0.02
Lane Grp Cap(c), veh/h 47 0 241 133 0 323 32 1661 852 112 1814 991 V/C Ratio(X) 0.32 0.00 0.06 1.03 0.00 0.30 0.34 0.83 0.84 0.98 0.46 0.46 Avail Cap(c_a), veh/h 129 0 533 133 0 553 112 1661 852 112 1814 991 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.56 0.56 0.56 Uniform Delay (d), s/veh 52.5 0.0 39.2 50.8 0.0 36.7 53.4 24.0 24.2 51.4 15.6 15.6 Incr Delay (d2), s/veh 1.4 0.0 0.0 87.5 0.0 0.2 0.2 0.5 1.0 56.8 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.4 6.9 0.0 2.2 0.3 14.0 14.8 4.7 6.0 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.0 0.0 39.2 138.4 0.0 36.9 53.6 24.4 25.1 108.2 16.1 16.5 LnGrp LOS D A D F A DDCCFBB
Approach Vol, veh/h 30 234 2100 1396
Approach Delay, s/veh 46.6 96.8 24.8 23.5
Approach LOS D F C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s13.0 60.1 13.8 23.1 8.0 65.1 8.4 28.5 Change Period (Y+Rc), s 6.0 6.0 5.5 5.5 6.0 6.0 5.5 5.5 Max Green Setting (Gmax), s7.0 32.7 8.3 39.0 7.0 32.7 8.0 39.3 Max Q Clear Time (g_c+I1), s8.8 41.2 10.3 2.9 2.7 18.6 2.9 7.8 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 4.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary Year 2050 PM
7: N. Las Posas Rd & Descanso Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 40 80 240 20 40 80 1890 310 30 1310 30 Future Volume (veh/h) 40 40 80 240 20 40 80 1890 310 30 1310 30 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 47 47 94 273 23 45 86 2032 333 34 1506 34 Peak Hour Factor 0.85 0.85 0.85 0.88 0.88 0.88 0.93 0.93 0.93 0.87 0.87 0.87 Percent Heavy Veh, % 333333333333
Cap, veh/h 259 259 436 955 153 299 88 1405 224 88 1654 37 Arrive On Green 0.29 0.29 0.29 0.28 0.28 0.28 0.05 0.32 0.32 0.05 0.32 0.32 Sat Flow, veh/h 905 905 1525 3428 549 1074 1767 4370 697 1767 5090 115 Grp Volume(v), veh/h 94 0 94 273 0 68 86 1558 807 34 999 541 Grp Sat Flow(s),veh/h/ln 1810 0 1525 1714 0 1623 1767 1689 1690 1767 1689 1828 Q Serve(g_s), s 5.5 0.0 6.6 8.7 0.0 4.4 6.8 45.0 45.0 2.6 39.7 39.7 Cycle Q Clear(g_c), s 5.5 0.0 6.6 8.7 0.0 4.4 6.8 45.0 45.0 2.6 39.7 39.7 Prop In Lane 0.50 1.00 1.00 0.66 1.00 0.41 1.00 0.06
Lane Grp Cap(c), veh/h 517 0 436 955 0 452 88 1085 543 88 1098 594 V/C Ratio(X) 0.18 0.00 0.22 0.29 0.00 0.15 0.97 1.44 1.49 0.38 0.91 0.91 Avail Cap(c_a), veh/h 517 0 436 955 0 452 88 1085 543 88 1098 594 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.84 0.84 0.84 0.89 0.89 0.89 Uniform Delay (d), s/veh 37.7 0.0 38.1 39.6 0.0 38.0 66.4 47.5 47.5 64.4 45.3 45.3 Incr Delay (d2), s/veh 0.8 0.0 1.1 0.8 0.0 0.7 80.8 200.3 227.0 10.9 11.5 18.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 2.6 3.8 0.0 1.9 5.0 48.4 52.5 1.4 17.8 20.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.4 0.0 39.2 40.3 0.0 38.7 147.2 247.8 274.5 75.3 56.8 64.0 LnGrp LOS D A D D A D F F F E E E
Approach Vol, veh/h 188 341 2451 1574
Approach Delay, s/veh 38.8 40.0 253.0 59.7
Approach LOS D D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.5 52.0 46.5 13.0 52.5 45.5
Change Period (Y+Rc), s 6.5 * 6.5 6.5 6.0 6.5 6.5
Max Green Setting (Gmax), s 7.0 * 29 40.0 7.0 28.5 39.0 Max Q Clear Time (g_c+I1), s 4.6 47.0 8.6 8.8 41.7 10.7 Green Ext Time (p_c), s 0.0 0.0 0.5 0.0 0.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 161.4
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
8: N. Las Posas Rd & SR-78 WB Ramps 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 560 10 310 570 1670 0 0 1130 540 Future Volume (veh/h) 0 0 0 560 10 310 570 1670 0 0 1130 540 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 478 194 337 600 1758 0 0 1177 562
Peak Hour Factor 0.92 0.92 0.92 0.95 0.95 0.95 0.96 0.96 0.96 Percent Heavy Veh, % 333330033
Cap, veh/h 384 129 224 535 3417 0 0 1111 500
Arrive On Green 0.22 0.22 0.22 0.61 1.00 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1767 594 1031 1767 5233 0 0 3544 1521
Grp Volume(v), veh/h 478 0 531 600 1758 0 0 1177 562
Grp Sat Flow(s),veh/h/ln 1767 0 1625 1767 1689 0 0 1689 1521 Q Serve(g_s), s 23.9 0.0 23.9 33.3 0.0 0.0 0.0 36.2 36.2 Cycle Q Clear(g_c), s 23.9 0.0 23.9 33.3 0.0 0.0 0.0 36.2 36.2 Prop In Lane 1.00 0.63 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 384 0 353 535 3417 0 0 1111 500
V/C Ratio(X) 1.24 0.00 1.50 1.12 0.51 0.00 0.00 1.06 1.12 Avail Cap(c_a), veh/h 384 0 353 535 3417 0 0 1111 500
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.09 0.09 0.00 0.00 0.09 0.09 Uniform Delay (d), s/veh 43.0 0.0 43.1 21.7 0.0 0.0 0.0 36.9 36.9 Incr Delay (d2), s/veh 130.4 0.0 241.1 57.4 0.1 0.0 0.0 29.0 58.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 24.2 0.0 33.1 15.2 0.0 0.0 0.0 18.5 20.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 173.4 0.0 284.1 79.1 0.1 0.0 0.0 65.9 95.0 LnGrp LOS F A F F A A A F F
Approach Vol, veh/h 1009 2358 1739
Approach Delay, s/veh 231.7 20.2 75.3
Approach LOS F C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 81.0 38.0 43.0 29.0
Change Period (Y+Rc), s 6.8 * 4.7 6.8 5.1
Max Green Setting (Gmax), s 74.2 * 33 36.2 23.9
Max Q Clear Time (g_c+I1), s 2.0 35.3 38.2 25.9
Green Ext Time (p_c), s 11.3 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 80.7
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 PM
9: N. Las Posas Rd & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 700 30 110 170 1060 50 1050 240 670 860 340 Future Volume (veh/h) 410 700 30 110 170 1060 50 1050 240 670 860 340 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 539 921 39 116 179 1116 54 1129 258 848 1089 430 Peak Hour Factor 0.76 0.76 0.76 0.95 0.95 0.95 0.93 0.93 0.93 0.79 0.79 0.79 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 496 1001 42 145 423 824 117 1283 293 265 1144 712 Arrive On Green 0.14 0.29 0.29 0.08 0.23 0.23 0.07 0.31 0.31 0.08 0.32 0.32 Sat Flow, veh/h 3428 3441 146 1767 1856 2672 1767 4092 935 3428 3526 1495 Grp Volume(v), veh/h 539 472 488 116 179 1116 54 932 455 848 1089 430 Grp Sat Flow(s),veh/h/ln1714 1763 1824 1767 1856 1336 1767 1689 1650 1714 1763 1495 Q Serve(g_s), s 15.9 28.5 28.5 7.1 9.1 25.1 3.2 28.8 28.8 8.5 33.2 23.6 Cycle Q Clear(g_c), s 15.9 28.5 28.5 7.1 9.1 25.1 3.2 28.8 28.8 8.5 33.2 23.6 Prop In Lane 1.00 0.08 1.00 1.00 1.00 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 496 513 531 145 423 824 117 1059 517 265 1144 712 V/C Ratio(X) 1.09 0.92 0.92 0.80 0.42 1.35 0.46 0.88 0.88 3.20 0.95 0.60 Avail Cap(c_a), veh/h 496 513 531 145 423 824 117 1059 517 265 1144 712 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.21 0.21 0.21 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 47.0 37.8 37.8 49.6 36.3 38.3 49.5 35.8 35.8 50.7 36.3 21.8 Incr Delay (d2), s/veh 66.3 24.2 23.6 9.6 0.1 161.5 12.5 10.4 18.9 991.3 2.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln11.2 15.2 15.7 3.5 4.0 29.1 1.8 12.7 13.6 40.0 13.8 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 113.3 61.9 61.3 59.2 36.3 199.8 61.9 46.2 54.7 1042.1 38.8 22.1 LnGrp LOS F E E E D F E D D F D C
Approach Vol, veh/h 1499 1411 1441 2367
Approach Delay, s/veh 80.2 167.5 49.5 395.2
Approach LOS F F D F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.0 41.0 15.5 38.5 13.8 42.2 22.4 31.6 Change Period (Y+Rc), s 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 Max Green Setting (Gmax), s8.5 34.5 9.0 32.0 7.3 35.7 15.9 25.1 Max Q Clear Time (g_c+I1), s10.5 30.8 9.1 30.5 5.2 35.2 17.9 27.1 Green Ext Time (p_c), s 0.0 2.1 0.0 0.7 0.0 0.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 202.9
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 PM
10: Via Vera Cruz & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 610 710 160 130 540 160 290 180 110 400 270 430 Future Volume (veh/h) 610 710 160 130 540 160 290 180 110 400 270 430 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 649 755 170 146 607 68 294 321 138 435 293 315 Peak Hour Factor 0.94 0.94 0.94 0.89 0.89 0.89 0.80 0.80 0.80 0.92 0.92 0.92 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 639 893 687 175 763 84 339 356 290 458 481 394 Arrive On Green 0.19 0.25 0.25 0.10 0.17 0.17 0.19 0.19 0.19 0.26 0.26 0.26 Sat Flow, veh/h 3428 3526 1522 1767 4605 509 1767 1856 1512 1767 1856 1523 Grp Volume(v), veh/h 649 755 170 146 443 232 294 321 138 435 293 315 Grp Sat Flow(s),veh/h/ln1714 1763 1522 1767 1689 1737 1767 1856 1512 1767 1856 1523 Q Serve(g_s), s 20.5 22.4 7.7 8.9 13.9 14.2 17.7 18.6 8.9 26.6 15.3 21.3 Cycle Q Clear(g_c), s 20.5 22.4 7.7 8.9 13.9 14.2 17.7 18.6 8.9 26.6 15.3 21.3 Prop In Lane 1.00 1.00 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 639 893 687 175 559 288 339 356 290 458 481 394 V/C Ratio(X) 1.02 0.85 0.25 0.84 0.79 0.81 0.87 0.90 0.48 0.95 0.61 0.80 Avail Cap(c_a), veh/h 639 893 687 198 559 288 361 380 309 458 481 394 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.7 39.0 19.1 48.7 44.1 44.2 43.1 43.5 39.6 40.1 35.9 38.1 Incr Delay (d2), s/veh 14.9 1.0 0.1 21.2 7.0 14.4 17.7 22.3 0.5 29.4 1.6 10.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln9.8 9.5 3.7 4.9 6.2 7.1 9.2 10.5 3.3 14.9 6.9 8.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.6 40.0 19.2 69.9 51.1 58.6 60.8 65.8 40.0 69.5 37.5 48.3 LnGrp LOS F D B E D E E E D E D D
Approach Vol, veh/h 1574 821 753 1043
Approach Delay, s/veh 45.9 56.5 59.1 54.1
Approach LOS D E E D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s15.6 34.7 33.6 25.2 25.0 26.2
Change Period (Y+Rc), s * 4.7 6.8 5.1 * 4.7 6.8 5.1
Max Green Setting (Gmax), s* 12 25.0 28.5 * 21 16.8 22.5 Max Q Clear Time (g_c+I1), s10.9 24.4 28.6 22.5 16.2 20.6 Green Ext Time (p_c), s 0.0 0.3 0.0 0.0 0.2 0.5
Intersection Summary
HCM 6th Ctrl Delay 52.4
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3814 Armorlite Lofts
N:\3814 - Armorlite Apartments\Report\LTA Appendix.3814.doc

APPENDIX G
LONG-TERM (HORIZON YEAR 2050) + PROJECT

INTERSECTION ANALYSIS WORKSHEETS
HCM 6th Signalized Intersection Summary Year 2050 + P AM 1: N Rancho Santa Fe Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 651 380 222 384 0 300 0 161 0 0 0 Future Volume (veh/h) 0 651 380 222 384 0 300 0 161 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 1856 0 1856 Adj Flow Rate, veh/h 0 824 481 261 452 0 326 0 175
Peak Hour Factor 0.79 0.79 0.79 0.85 0.85 0.85 0.92 0.92 0.92 Percent Heavy Veh, % 333330303
Cap, veh/h 82 1238 528 360 1793 0 968 0 781
Arrive On Green 0.00 0.35 0.35 0.20 0.51 0.00 0.28 0.00 0.28 Sat Flow, veh/h 1767 3526 1503 1767 3618 0 3428 0 2768
Grp Volume(v), veh/h 0 824 481 261 452 0 326 0 175
Grp Sat Flow(s),veh/h/ln 1767 1763 1503 1767 1763 0 1714 0 1384 Q Serve(g_s), s 0.0 21.4 33.0 14.9 7.8 0.0 8.1 0.0 5.2
Cycle Q Clear(g_c), s 0.0 21.4 33.0 14.9 7.8 0.0 8.1 0.0 5.2 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 82 1238 528 360 1793 0 968 0 781 V/C Ratio(X) 0.00 0.67 0.91 0.73 0.25 0.00 0.34 0.00 0.22 Avail Cap(c_a), veh/h 82 1302 555 360 1857 0 968 0 781
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 29.7 33.5 40.2 15.0 0.0 30.7 0.0 29.7 Incr Delay (d2), s/veh 0.0 1.2 18.9 12.0 0.1 0.0 0.9 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.7 14.0 7.4 2.9 0.0 3.4 0.0 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 30.9 52.3 52.2 15.0 0.0 31.7 0.0 30.4 LnGrp LOS A C D D B A C A C
Approach Vol, veh/h 1305 713 501
Approach Delay, s/veh 38.8 28.7 31.2
Approach LOS D C C
Timer - Assigned Phs 1 2 5 6 8
Phs Duration (G+Y+Rc), s 27.0 44.0 10.0 61.0 37.0
Change Period (Y+Rc), s 5.0 * 6.1 5.0 * 6.1 6.5
Max Green Setting (Gmax), s 22.0 * 40 5.0 * 57 30.5
Max Q Clear Time (g_c+I1), s 16.9 35.0 0.0 9.8 10.1
Green Ext Time (p_c), s 0.3 2.9 0.0 3.0 1.7
Intersection Summary
HCM 6th Ctrl Delay 34.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 2: N Pacific St & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 732 90 0 646 30 0 0 70 90 0 50 Future Volume (veh/h) 30 732 90 0 646 30 0 0 70 90 0 50 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.95 1.00 0.97 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1726 1726 1726 0 1726 1726 0 1726 1726 1726 1726 1726 Adj Flow Rate, veh/h 37 893 110 0 828 38 0 0 95 120 0 67 Peak Hour Factor 0.82 0.82 0.82 0.78 0.78 0.78 0.74 0.74 0.74 0.75 0.75 0.75 Percent Heavy Veh, % 3 33033033333
Cap, veh/h 144 1256 155 0 915 42 0 0 384 191 0 160
Arrive On Green 0.09 0.43 0.43 0.00 0.29 0.29 0.00 0.00 0.27 0.12 0.00 0.12 Sat Flow, veh/h 1643 2923 360 0 3270 146 0 0 1417 1643 0 1381 Grp Volume(v), veh/h 37 501 502 0 426 440 0 0 95 120 0 67 Grp Sat Flow(s),veh/h/ln1643 1639 1643 0 1639 1690 0 0 1417 1643 0 1381 Q Serve(g_s), s 1.9 23.3 23.3 0.0 23.2 23.2 0.0 0.0 4.9 6.5 0.0 4.2 Cycle Q Clear(g_c), s 1.9 23.3 23.3 0.0 23.2 23.2 0.0 0.0 4.9 6.5 0.0 4.2 Prop In Lane 1.00 0.22 0.00 0.09 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 144 705 706 0 471 486 0 0 384 191 0 160 V/C Ratio(X) 0.26 0.71 0.71 0.00 0.90 0.90 0.00 0.00 0.25 0.63 0.00 0.42 Avail Cap(c_a), veh/h 144 771 773 0 523 540 0 0 384 445 0 374 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.5 21.7 21.7 0.0 31.8 31.8 0.0 0.0 26.4 39.1 0.0 38.1 Incr Delay (d2), s/veh 4.3 2.2 2.2 0.0 17.1 16.7 0.0 0.0 1.5 1.3 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 8.5 8.5 0.0 10.8 11.0 0.0 0.0 1.8 2.6 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.8 23.9 23.9 0.0 48.9 48.5 0.0 0.0 28.0 40.4 0.0 38.7 LnGrp LOS D C C A D D A A C D A D
Approach Vol, veh/h 1040 866 95 187
Approach Delay, s/veh 24.6 48.7 28.0 39.8
Approach LOS CDCD
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 46.6 15.8 13.2 33.4 30.2
Change Period (Y+Rc), s * 6.8 5.1 5.1 6.8 5.1
Max Green Setting (Gmax), s * 44 25.1 8.1 29.6 25.1
Max Q Clear Time (g_c+I1), s 25.3 8.5 3.9 25.2 6.9
Green Ext Time (p_c), s 3.6 0.4 0.0 1.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 35.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 3: N. Las Posas Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 500 102 402 450 150 96 520 357 150 770 60 Future Volume (veh/h) 180 500 102 402 450 150 96 520 357 150 770 60 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 225 625 128 462 517 172 117 634 435 158 811 63 Peak Hour Factor 0.80 0.80 0.80 0.87 0.87 0.87 0.82 0.82 0.82 0.95 0.95 0.95 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 212 1122 568 385 825 273 137 896 974 286 1215 94 Arrive On Green 0.12 0.32 0.32 0.12 0.32 0.32 0.08 0.27 0.27 0.08 0.27 0.27 Sat Flow, veh/h 1767 3526 1401 3188 2572 850 1643 3279 2424 3428 4446 344 Grp Volume(v), veh/h 225 625 128 462 353 336 117 634 435 158 572 302 Grp Sat Flow(s),veh/h/ln1767 1763 1401 1594 1763 1659 1643 1639 1212 1714 1570 1649 Q Serve(g_s), s 14.4 17.6 7.2 14.5 20.4 20.7 8.4 20.9 15.9 5.3 19.4 19.6 Cycle Q Clear(g_c), s 14.4 17.6 7.2 14.5 20.4 20.7 8.4 20.9 15.9 5.3 19.4 19.6 Prop In Lane 1.00 1.00 1.00 0.51 1.00 1.00 1.00 0.21
Lane Grp Cap(c), veh/h 212 1122 568 385 566 532 137 896 974 286 858 451 V/C Ratio(X) 1.06 0.56 0.23 1.20 0.62 0.63 0.85 0.71 0.45 0.55 0.67 0.67 Avail Cap(c_a), veh/h 212 1122 568 385 566 532 137 902 978 286 864 454 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 33.9 23.6 52.8 34.6 34.7 54.3 39.3 26.8 52.9 38.7 38.8 Incr Delay (d2), s/veh 78.9 2.0 0.9 112.1 5.1 5.6 42.2 4.2 1.3 7.5 4.1 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln10.8 7.6 2.4 11.6 9.2 8.8 5.0 8.6 4.6 2.5 7.7 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 131.7 35.9 24.6 164.9 39.8 40.3 96.5 43.5 28.2 60.4 42.8 46.5 LnGrp LOS F D C F D D F D C E D D
Approach Vol, veh/h 978 1151 1186 1032
Approach Delay, s/veh 56.4 90.1 43.1 46.6
Approach LOS E F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 39.6 20.8 44.5 15.1 39.6 20.5 44.8 Change Period (Y+Rc), s 5.1 6.8 6.3 6.3 5.1 6.8 * 6.1 * 6.3 Max Green Setting (Gmax), s10.0 33.0 14.5 38.0 10.0 33.0 * 14 * 39 Max Q Clear Time (g_c+I1), s7.3 22.9 16.5 19.6 10.4 21.6 16.4 22.7 Green Ext Time (p_c), s 0.1 2.8 0.0 2.6 0.0 2.7 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 59.4
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 4: Knoll Rd/Drwy & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 525 222 270 681 10 201 10 190 10 10 20 Future Volume (veh/h) 10 525 222 270 681 10 201 10 190 10 10 20 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.93 1.00 0.94 1.00 0.96 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 13 700 296 297 748 11 285 0 260 12 12 25 Peak Hour Factor 0.75 0.75 0.75 0.91 0.91 0.91 0.73 0.73 0.73 0.81 0.81 0.81 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 37 1413 547 177 1750 26 702 0 301 50 50 87
Arrive On Green 0.02 0.40 0.40 0.11 0.49 0.49 0.21 0.00 0.21 0.06 0.06 0.06 Sat Flow, veh/h 1767 3526 1365 1643 3553 52 3287 0 1410 842 842 1455 Grp Volume(v), veh/h 13 700 296 297 371 388 285 0 260 24 0 25 Grp Sat Flow(s),veh/h/ln1767 1763 1365 1643 1763 1842 1643 0 1410 1684 0 1455 Q Serve(g_s), s 0.7 14.8 16.6 10.8 13.5 13.5 7.5 0.0 17.8 1.4 0.0 1.6 Cycle Q Clear(g_c), s 0.7 14.8 16.6 10.8 13.5 13.5 7.5 0.0 17.8 1.4 0.0 1.6 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 37 1413 547 177 868 908 702 0 301 100 0 87 V/C Ratio(X) 0.35 0.50 0.54 1.67 0.43 0.43 0.41 0.00 0.86 0.24 0.00 0.29 Avail Cap(c_a), veh/h 124 1413 547 177 868 908 887 0 381 135 0 116 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.3 22.4 22.9 44.6 16.3 16.3 33.9 0.0 37.9 44.9 0.0 45.0 Incr Delay (d2), s/veh 2.0 1.2 3.8 326.4 1.5 1.5 0.1 0.0 13.0 0.5 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 6.0 5.5 20.3 5.3 5.6 2.9 0.0 7.1 0.6 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.3 23.6 26.7 371.0 17.8 17.8 34.0 0.0 50.9 45.3 0.0 45.7 LnGrp LOS D C C F B B C A D D A D
Approach Vol, veh/h 1009 1056 545 49
Approach Delay, s/veh 24.9 117.1 42.1 45.5
Approach LOS C F D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s15.9 45.9 11.1 6.7 55.1 27.1
Change Period (Y+Rc), s 5.1 5.8 * 5.2 4.6 5.8 5.7
Max Green Setting (Gmax), s10.8 32.4 * 8 7.0 36.7 27.0
Max Q Clear Time (g_c+I1), s12.8 18.6 3.6 2.7 15.5 19.8 Green Ext Time (p_c), s 0.0 3.0 0.0 0.0 2.6 0.7
Intersection Summary
HCM 6th Ctrl Delay 65.4
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 5: N. Las Posas Rd & Armorlite Dr 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 0 20 223 10 63 40 900 146 34 1380 10 Future Volume (veh/h) 10 0 20 223 10 63 40 900 146 34 1380 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 12 0 25 245 11 69 48 1071 174 40 1624 12 Peak Hour Factor 0.80 0.80 0.80 0.91 0.91 0.91 0.84 0.84 0.84 0.85 0.85 0.85 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 40 0 254 150 49 310 91 2048 332 83 2410 18
Arrive On Green 0.02 0.00 0.17 0.09 0.23 0.23 0.05 0.47 0.47 0.05 0.46 0.46 Sat Flow, veh/h 1767 0 1506 1767 214 1343 1767 4363 708 1767 5186 38 Grp Volume(v), veh/h 12 0 25 245 0 80 48 829 416 40 1058 578 Grp Sat Flow(s),veh/h/ln1767 0 1506 1767 0 1558 1767 1689 1694 1767 1689 1847 Q Serve(g_s), s 0.7 0.0 1.4 8.5 0.0 4.2 2.6 17.3 17.3 2.2 24.4 24.4 Cycle Q Clear(g_c), s 0.7 0.0 1.4 8.5 0.0 4.2 2.6 17.3 17.3 2.2 24.4 24.4 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.42 1.00 0.02
Lane Grp Cap(c), veh/h 40 0 254 150 0 360 91 1585 795 83 1570 858 V/C Ratio(X) 0.30 0.00 0.10 1.63 0.00 0.22 0.53 0.52 0.52 0.48 0.67 0.67 Avail Cap(c_a), veh/h 141 0 587 150 0 615 124 1585 795 124 1570 858 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.16 0.16 0.16 0.53 0.53 0.53 Uniform Delay (d), s/veh 48.1 0.0 35.1 45.8 0.0 31.2 46.2 18.7 18.7 46.5 20.9 20.9 Incr Delay (d2), s/veh 1.5 0.0 0.1 312.1 0.0 0.1 0.3 0.2 0.4 0.9 1.2 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.0 0.5 16.8 0.0 1.6 1.1 6.2 6.3 1.0 9.0 10.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 49.6 0.0 35.2 357.9 0.0 31.3 46.5 18.9 19.1 47.3 22.1 23.1 LnGrp LOS D A D F A C D B B D C C
Approach Vol, veh/h 37 325 1293 1676
Approach Delay, s/veh 39.9 277.5 19.9 23.0
Approach LOS D F B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s10.7 52.9 14.0 22.4 11.2 52.5 7.8 28.6 Change Period (Y+Rc), s 6.0 6.0 5.5 5.5 6.0 6.0 5.5 5.5 Max Green Setting (Gmax), s7.0 22.5 8.5 39.0 7.0 22.5 8.0 39.5 Max Q Clear Time (g_c+I1), s4.2 19.3 10.5 3.4 4.6 26.4 2.7 6.2 Green Ext Time (p_c), s 0.0 1.7 0.0 0.1 0.0 0.0 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 46.9
HCM 6th LOS D
HCM 6th TWSC Year 2050 + P AM
6: Armorlite Dr/Amorlite Dr & Proj Drwy 11/28/2023
Armorlite Apartments Synchro 11 Report

Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 20 90 230 0 0 66
Future Vol, veh/h 20 90 230 0 0 66
Conflicting Peds, #/hr 10 0 0 10 10 10
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 92 92 91 91 92 92
Heavy Vehicles, % 3 33333
Mvmt Flow 22 98 253 0 0 72

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 263 0 - 0 415 273
Stage 1 - - - - 263 -
Stage 2 - - - - 152 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1295 - - - 592 763
Stage 1 - - - - 779 -
Stage 2 - - - - 874 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1283 - - - 570 749
Mov Cap-2 Maneuver - - - - 570 -
Stage 1 - - - - 757 -
Stage 2 - - - - 865 -

Approach EB WB SB
HCM Control Delay, s 1.4 0 10.3

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1283 - - - 749
HCM Lane V/C Ratio 0.017 - - - 0.096
HCM Control Delay (s) 7.9 0 - - 10.3
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.3
HCM 6th Signalized Intersection Summary Year 2050 + P AM 7: N. Las Posas Rd & Descanso Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 40 130 170 20 30 70 966 140 20 1563 40 Future Volume (veh/h) 20 40 130 170 20 30 70 966 140 20 1563 40 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 24 47 153 233 27 41 71 878 136 20 1595 41 Peak Hour Factor 0.85 0.85 0.85 0.73 0.73 0.73 0.99 0.99 0.99 0.98 0.98 0.98 Percent Heavy Veh, % 333333333333
Cap, veh/h 172 336 425 955 181 276 158 1091 168 88 1079 28 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.25 0.25 0.05 0.21 0.21 Sat Flow, veh/h 617 1208 1525 3428 652 989 1767 4390 676 1767 5069 130 Grp Volume(v), veh/h 71 0 153 233 0 68 71 674 340 20 1063 573 Grp Sat Flow(s),veh/h/ln 1825 0 1525 1714 0 1641 1767 1689 1688 1767 1689 1822 Q Serve(g_s), s 4.1 0.0 11.3 7.4 0.0 4.4 5.3 26.2 26.5 1.5 29.8 29.8 Cycle Q Clear(g_c), s 4.1 0.0 11.3 7.4 0.0 4.4 5.3 26.2 26.5 1.5 29.8 29.8 Prop In Lane 0.34 1.00 1.00 0.60 1.00 0.40 1.00 0.07
Lane Grp Cap(c), veh/h 508 0 425 955 0 457 158 839 420 88 719 388 V/C Ratio(X) 0.14 0.00 0.36 0.24 0.00 0.15 0.45 0.80 0.81 0.23 1.48 1.48 Avail Cap(c_a), veh/h 508 0 425 955 0 457 158 839 420 88 719 388 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.95 0.95 0.64 0.64 0.64 Uniform Delay (d), s/veh 37.9 0.0 40.5 39.1 0.0 38.0 60.5 49.4 49.5 63.9 55.1 55.1 Incr Delay (d2), s/veh 0.6 0.0 2.4 0.6 0.0 0.7 8.6 7.7 14.8 3.8 220.2 224.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 4.6 3.2 0.0 1.9 2.7 11.7 12.7 0.8 34.3 37.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.5 0.0 42.9 39.7 0.0 38.7 69.1 57.1 64.3 67.7 275.3 279.4 LnGrp LOS D A D D A D EEEEFF
Approach Vol, veh/h 224 301 1085 1656
Approach Delay, s/veh 41.5 39.5 60.1 274.2
Approach LOS D D E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.5 41.3 45.5 18.5 36.3 45.5
Change Period (Y+Rc), s 6.5 * 6.5 6.5 6.0 6.5 6.5
Max Green Setting (Gmax), s 7.0 * 30 39.0 12.5 24.0 39.0 Max Q Clear Time (g_c+I1), s 3.5 28.5 13.3 7.3 31.8 9.4 Green Ext Time (p_c), s 0.0 0.5 0.5 0.0 0.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 165.5
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 8: N. Las Posas Rd & SR-78 WB Ramps 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 580 10 278 270 918 0 0 1640 463 Future Volume (veh/h) 0 0 0 580 10 278 270 918 0 0 1640 463 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 472 233 302 307 1043 0 0 1822 514
Peak Hour Factor 0.92 0.92 0.92 0.88 0.88 0.88 0.90 0.90 0.90 Percent Heavy Veh, % 333330033
Cap, veh/h 465 189 245 256 3131 0 0 1678 455
Arrive On Green 0.26 0.26 0.26 0.15 0.62 0.00 0.00 0.43 0.43 Sat Flow, veh/h 1767 719 932 1767 5233 0 0 4105 1069
Grp Volume(v), veh/h 472 0 535 307 1043 0 0 1552 784
Grp Sat Flow(s),veh/h/ln 1767 0 1652 1767 1689 0 0 1689 1630 Q Serve(g_s), s 26.3 0.0 26.3 14.5 9.9 0.0 0.0 42.6 42.6 Cycle Q Clear(g_c), s 26.3 0.0 26.3 14.5 9.9 0.0 0.0 42.6 42.6 Prop In Lane 1.00 0.56 1.00 0.00 0.00 0.66
Lane Grp Cap(c), veh/h 465 0 434 256 3131 0 0 1439 694
V/C Ratio(X) 1.02 0.00 1.23 1.20 0.33 0.00 0.00 1.08 1.13 Avail Cap(c_a), veh/h 465 0 434 256 3131 0 0 1439 694
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.77 0.77 0.00 0.00 0.09 0.09 Uniform Delay (d), s/veh 36.8 0.0 36.9 42.8 9.2 0.0 0.0 28.7 28.7 Incr Delay (d2), s/veh 45.7 0.0 122.8 114.6 0.2 0.0 0.0 37.1 59.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.0 0.0 25.2 14.2 3.1 0.0 0.0 22.9 26.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 82.6 0.0 159.7 157.3 9.4 0.0 0.0 65.8 88.5 LnGrp LOS F A F F A A A F F
Approach Vol, veh/h 1007 1350 2336
Approach Delay, s/veh 123.5 43.0 73.4
Approach LOS F D E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 68.6 19.2 49.4 31.4
Change Period (Y+Rc), s 6.8 * 4.7 6.8 5.1
Max Green Setting (Gmax), s 61.8 * 15 42.6 26.3
Max Q Clear Time (g_c+I1), s 11.9 16.5 44.6 28.3
Green Ext Time (p_c), s 5.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 75.4
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 9: N. Las Posas Rd & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 220 20 130 200 586 30 482 190 643 797 630 Future Volume (veh/h) 180 220 20 130 200 586 30 482 190 643 797 630 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 247 301 27 144 222 651 35 567 224 739 916 724 Peak Hour Factor 0.73 0.73 0.73 0.90 0.90 0.90 0.85 0.85 0.85 0.87 0.87 0.87 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 595 950 85 145 369 757 112 1104 423 280 1154 764 Arrive On Green 0.17 0.29 0.29 0.08 0.20 0.20 0.06 0.31 0.31 0.08 0.33 0.33 Sat Flow, veh/h 3428 3265 291 1767 1856 2663 1767 3572 1367 3428 3526 1500 Grp Volume(v), veh/h 247 161 167 144 222 651 35 535 256 739 916 724 Grp Sat Flow(s),veh/h/ln1714 1763 1793 1767 1856 1332 1767 1689 1562 1714 1763 1500 Q Serve(g_s), s 7.1 7.9 8.0 9.0 12.0 21.9 2.1 14.3 14.9 9.0 26.0 36.0 Cycle Q Clear(g_c), s 7.1 7.9 8.0 9.0 12.0 21.9 2.1 14.3 14.9 9.0 26.0 36.0 Prop In Lane 1.00 0.16 1.00 1.00 1.00 0.88 1.00 1.00
Lane Grp Cap(c), veh/h 595 513 522 145 369 757 112 1044 483 280 1154 764 V/C Ratio(X) 0.41 0.31 0.32 1.00 0.60 0.86 0.31 0.51 0.53 2.63 0.79 0.95 Avail Cap(c_a), veh/h 595 513 522 145 369 757 112 1044 483 280 1154 764 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.69 0.69 0.69 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 40.5 30.4 30.5 50.5 40.1 37.6 49.2 31.2 31.4 50.5 33.6 26.4 Incr Delay (d2), s/veh 2.1 1.6 1.6 61.1 1.3 6.8 7.1 1.8 4.1 736.5 0.5 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.1 3.5 3.6 6.3 5.5 8.7 1.1 5.8 5.9 32.4 10.6 17.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.6 32.0 32.1 111.6 41.4 44.4 56.3 33.0 35.5 787.0 34.2 29.7 LnGrp LOS D C C F D D E C D F C C
Approach Vol, veh/h 575 1017 826 2379
Approach Delay, s/veh 36.6 53.3 34.8 266.7
Approach LOS D D C F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.5 40.5 15.5 38.5 13.5 42.5 25.6 28.4 Change Period (Y+Rc), s 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 Max Green Setting (Gmax), s9.0 34.0 9.0 32.0 7.0 36.0 19.1 21.9 Max Q Clear Time (g_c+I1), s11.0 16.9 11.0 10.0 4.1 38.0 9.1 23.9 Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.3 0.0 Intersection Summary
HCM 6th Ctrl Delay 153.9
HCM 6th LOS F
Notes
User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 + P AM 10: Via Vera Cruz & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 546 430 147 70 310 90 82 90 40 190 320 474 Future Volume (veh/h) 546 430 147 70 310 90 82 90 40 190 320 474 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 581 457 156 79 348 101 93 102 45 198 333 494 Peak Hour Factor 0.94 0.94 0.94 0.89 0.89 0.89 0.88 0.88 0.88 0.96 0.96 0.96 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 531 939 579 173 819 225 194 204 163 546 573 472 Arrive On Green 0.16 0.27 0.27 0.10 0.21 0.21 0.11 0.11 0.11 0.31 0.31 0.31 Sat Flow, veh/h 3428 3526 1523 1767 3916 1075 1767 1856 1481 1767 1856 1528 Grp Volume(v), veh/h 581 457 156 79 297 152 93 102 45 198 333 494 Grp Sat Flow(s),veh/h/ln1714 1763 1523 1767 1689 1614 1767 1856 1481 1767 1856 1528 Q Serve(g_s), s 15.5 10.9 7.1 4.2 7.6 8.2 4.9 5.2 2.8 8.7 15.1 30.9 Cycle Q Clear(g_c), s 15.5 10.9 7.1 4.2 7.6 8.2 4.9 5.2 2.8 8.7 15.1 30.9 Prop In Lane 1.00 1.00 1.00 0.67 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 531 939 579 173 706 338 194 204 163 546 573 472 V/C Ratio(X) 1.09 0.49 0.27 0.46 0.42 0.45 0.48 0.50 0.28 0.36 0.58 1.05 Avail Cap(c_a), veh/h 531 939 579 194 706 338 194 204 163 546 573 472 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 30.9 21.7 42.6 34.3 34.5 41.8 41.9 40.9 26.9 29.1 34.5 Incr Delay (d2), s/veh 45.3 0.2 0.1 0.7 0.1 0.3 0.7 0.7 0.3 0.2 1.0 54.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln9.7 4.5 3.0 1.8 3.0 3.1 2.1 2.3 1.0 3.6 6.6 17.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 87.6 31.1 21.8 43.3 34.4 34.9 42.5 42.6 41.2 27.0 30.1 88.7 LnGrp LOS F CCDCCDDDCCF
Approach Vol, veh/h 1194 528 240 1025
Approach Delay, s/veh 57.4 35.9 42.3 57.7
Approach LOS E D D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.5 33.4 36.0 20.2 27.7 16.1
Change Period (Y+Rc), s * 4.7 6.8 5.1 * 4.7 6.8 5.1
Max Green Setting (Gmax), s* 11 25.4 30.9 * 16 20.9 11.0 Max Q Clear Time (g_c+I1), s6.2 12.9 32.9 17.5 10.2 7.2 Green Ext Time (p_c), s 0.0 1.8 0.0 0.0 1.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 52.5
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 1: N Rancho Santa Fe Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1015 210 221 462 0 440 0 562 0 0 0 Future Volume (veh/h) 0 1015 210 221 462 0 440 0 562 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 1856 0 1856 Adj Flow Rate, veh/h 0 1253 259 266 557 0 489 0 624
Peak Hour Factor 0.81 0.81 0.81 0.83 0.83 0.83 0.90 0.90 0.90 Percent Heavy Veh, % 333330303
Cap, veh/h 82 1384 592 311 1841 0 920 0 743
Arrive On Green 0.00 0.39 0.39 0.18 0.52 0.00 0.27 0.00 0.27 Sat Flow, veh/h 1767 3526 1507 1767 3618 0 3428 0 2768
Grp Volume(v), veh/h 0 1253 259 266 557 0 489 0 624
Grp Sat Flow(s),veh/h/ln 1767 1763 1507 1767 1763 0 1714 0 1384 Q Serve(g_s), s 0.0 36.2 13.6 15.8 9.7 0.0 13.1 0.0 23.0 Cycle Q Clear(g_c), s 0.0 36.2 13.6 15.8 9.7 0.0 13.1 0.0 23.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 82 1384 592 311 1841 0 920 0 743 V/C Ratio(X) 0.00 0.91 0.44 0.86 0.30 0.00 0.53 0.00 0.84 Avail Cap(c_a), veh/h 82 1449 619 311 1906 0 920 0 743
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 30.9 24.1 43.2 14.6 0.0 33.7 0.0 37.3 Incr Delay (d2), s/veh 0.0 8.2 0.5 24.8 0.1 0.0 2.2 0.0 11.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.8 4.7 8.8 3.6 0.0 5.6 0.0 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 39.1 24.6 68.0 14.7 0.0 35.9 0.0 48.3 LnGrp LOS A D C E B A D A D
Approach Vol, veh/h 1512 823 1113
Approach Delay, s/veh 36.6 32.0 42.9
Approach LOS D C D
Timer - Assigned Phs 1 2 5 6 8
Phs Duration (G+Y+Rc), s 24.0 48.5 10.0 62.5 35.5
Change Period (Y+Rc), s 5.0 * 6.1 5.0 * 6.1 6.5
Max Green Setting (Gmax), s 19.0 * 44 5.0 * 58 29.0
Max Q Clear Time (g_c+I1), s 17.8 38.2 0.0 11.7 25.0
Green Ext Time (p_c), s 0.1 4.2 0.0 3.8 1.8
Intersection Summary
HCM 6th Ctrl Delay 37.5
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 2: N Pacific St & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1197 60 0 693 60 0 0 90 50 0 40 Future Volume (veh/h) 50 1197 60 0 693 60 0 0 90 50 0 40 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 0.99 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1726 1726 1726 0 1726 1726 0 1726 1726 1726 1726 1726 Adj Flow Rate, veh/h 56 1345 67 0 762 66 0 0 120 57 0 45 Peak Hour Factor 0.89 0.89 0.89 0.91 0.91 0.91 0.75 0.75 0.75 0.88 0.88 0.88 Percent Heavy Veh, % 3 33033033333
Cap, veh/h 120 1247 62 0 834 72 0 0 327 372 0 314
Arrive On Green 0.07 0.39 0.39 0.00 0.27 0.27 0.00 0.00 0.23 0.23 0.00 0.23 Sat Flow, veh/h 1643 3169 157 0 3124 263 0 0 1443 1643 0 1388 Grp Volume(v), veh/h 56 694 718 0 411 417 0 0 120 57 0 45 Grp Sat Flow(s),veh/h/ln1643 1639 1687 0 1639 1662 0 0 1443 1643 0 1388 Q Serve(g_s), s 3.6 43.6 43.6 0.0 26.9 26.9 0.0 0.0 7.8 3.1 0.0 2.9 Cycle Q Clear(g_c), s 3.6 43.6 43.6 0.0 26.9 26.9 0.0 0.0 7.8 3.1 0.0 2.9 Prop In Lane 1.00 0.09 0.00 0.16 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 120 645 664 0 450 456 0 0 327 372 0 314 V/C Ratio(X) 0.47 1.08 1.08 0.00 0.91 0.91 0.00 0.00 0.37 0.15 0.00 0.14 Avail Cap(c_a), veh/h 120 645 664 0 450 456 0 0 327 372 0 314 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.3 33.6 33.6 0.0 38.9 38.9 0.0 0.0 36.1 34.3 0.0 34.3 Incr Delay (d2), s/veh 12.4 57.7 58.9 0.0 22.6 22.5 0.0 0.0 3.2 0.9 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.9 26.4 27.4 0.0 13.1 13.3 0.0 0.0 3.0 1.3 0.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 91.3 92.5 0.0 61.5 61.4 0.0 0.0 39.3 35.2 0.0 35.2 LnGrp LOS E F F AEEAADDAD
Approach Vol, veh/h 1468 828 120 102
Approach Delay, s/veh 90.8 61.5 39.3 35.2
Approach LOS F E D D
Timer - Assigned Phs 2 4 5 6 8
Phs Duration (G+Y+Rc), s 50.4 30.2 13.2 37.2 30.2
Change Period (Y+Rc), s * 6.8 5.1 5.1 6.8 5.1
Max Green Setting (Gmax), s * 44 25.1 8.1 29.6 25.1
Max Q Clear Time (g_c+I1), s 45.6 5.1 5.6 28.9 9.8
Green Ext Time (p_c), s 0.0 0.2 0.0 0.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 76.4
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 3: N. Las Posas Rd & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 240 1070 167 457 460 130 173 910 584 150 590 70 Future Volume (veh/h) 240 1070 167 457 460 130 173 910 584 150 590 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 253 1126 176 476 479 135 204 1071 687 170 670 80 Peak Hour Factor 0.95 0.95 0.95 0.96 0.96 0.96 0.85 0.85 0.85 0.88 0.88 0.88 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 191 1122 573 385 898 251 137 1082 1121 286 1405 166 Arrive On Green 0.11 0.32 0.32 0.12 0.33 0.33 0.08 0.33 0.33 0.08 0.33 0.33 Sat Flow, veh/h 1767 3526 1419 3188 2700 755 1643 3279 2456 3428 4256 503 Grp Volume(v), veh/h 253 1126 176 476 311 303 204 1071 687 170 492 258 Grp Sat Flow(s),veh/h/ln1767 1763 1419 1594 1763 1693 1643 1639 1228 1714 1570 1618 Q Serve(g_s), s 13.0 38.2 10.2 14.5 17.2 17.4 10.0 39.0 25.6 5.7 15.0 15.2 Cycle Q Clear(g_c), s 13.0 38.2 10.2 14.5 17.2 17.4 10.0 39.0 25.6 5.7 15.0 15.2 Prop In Lane 1.00 1.00 1.00 0.45 1.00 1.00 1.00 0.31
Lane Grp Cap(c), veh/h 191 1122 573 385 586 563 137 1082 1121 286 1036 534 V/C Ratio(X) 1.32 1.00 0.31 1.24 0.53 0.54 1.49 0.99 0.61 0.60 0.48 0.48 Avail Cap(c_a), veh/h 191 1122 573 385 586 563 137 1082 1121 286 1036 534 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.36 0.36 0.36 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 40.9 24.5 52.8 32.5 32.6 55.0 40.0 25.1 53.0 31.9 32.0 Incr Delay (d2), s/veh 176.4 27.7 1.4 126.5 3.4 3.7 233.8 14.2 0.9 8.8 1.6 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln15.0 20.1 3.5 12.4 7.6 7.5 12.9 17.1 7.2 2.8 5.7 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 229.9 68.6 25.9 179.3 35.9 36.2 288.8 54.2 26.0 61.9 33.5 35.1 LnGrp LOS F F C F D D F D C E C D
Approach Vol, veh/h 1555 1090 1962 920
Approach Delay, s/veh 90.0 98.6 68.7 39.2
Approach LOS F F E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 46.6 20.8 44.5 15.1 46.6 19.1 46.2 Change Period (Y+Rc), s 5.1 6.8 6.3 6.3 5.1 6.8 * 6.1 * 6.3 Max Green Setting (Gmax), s10.0 33.0 14.5 38.0 10.0 33.0 * 13 * 40 Max Q Clear Time (g_c+I1), s7.7 41.0 16.5 40.2 12.0 17.2 15.0 19.4 Green Ext Time (p_c), s 0.1 0.0 0.0 0.0 0.0 2.6 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 75.7
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 4: Knoll Rd/Drwy & W. Mission Rd 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 1433 201 190 695 10 182 10 280 10 10 10 Future Volume (veh/h) 10 1433 201 190 695 10 182 10 280 10 10 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1726 1726 1856 1856 1726 1726 1726 1856 1726 1856 Adj Flow Rate, veh/h 11 1592 223 209 764 11 210 0 311 17 17 17 Peak Hour Factor 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 0.60 0.60 0.60 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 32 1440 577 163 1757 25 778 0 335 48 48 83
Arrive On Green 0.02 0.41 0.41 0.10 0.49 0.49 0.24 0.00 0.24 0.06 0.06 0.06 Sat Flow, veh/h 1767 3526 1413 1643 3556 51 3287 0 1413 842 842 1445 Grp Volume(v), veh/h 11 1592 223 209 379 396 210 0 311 34 0 17 Grp Sat Flow(s),veh/h/ln1767 1763 1413 1643 1763 1844 1643 0 1413 1684 0 1445 Q Serve(g_s), s 0.7 44.9 12.2 10.9 15.2 15.2 5.7 0.0 23.7 2.1 0.0 1.2 Cycle Q Clear(g_c), s 0.7 44.9 12.2 10.9 15.2 15.2 5.7 0.0 23.7 2.1 0.0 1.2 Prop In Lane 1.00 1.00 1.00 0.03 1.00 1.00 0.50 1.00
Lane Grp Cap(c), veh/h 32 1440 577 163 871 911 778 0 335 97 0 83 V/C Ratio(X) 0.34 1.11 0.39 1.28 0.43 0.43 0.27 0.00 0.93 0.35 0.00 0.20 Avail Cap(c_a), veh/h 112 1440 577 163 871 911 807 0 347 122 0 105 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.4 32.5 22.8 49.5 17.9 17.9 34.2 0.0 41.1 49.9 0.0 49.4 Incr Delay (d2), s/veh 2.3 58.1 1.9 166.0 1.6 1.5 0.1 0.0 29.7 0.8 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 29.3 4.2 11.8 6.1 6.4 2.3 0.0 10.8 0.9 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.7 90.6 24.8 215.5 19.5 19.4 34.3 0.0 70.7 50.7 0.0 49.9 LnGrp LOS E F C F B B C A E D A D
Approach Vol, veh/h 1826 984 521 51
Approach Delay, s/veh 82.4 61.1 56.1 50.4
Approach LOS F E E D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s16.0 50.7 11.5 6.6 60.1 31.7
Change Period (Y+Rc), s 5.1 5.8 * 5.2 4.6 5.8 5.7
Max Green Setting (Gmax), s10.9 42.3 * 8 7.0 46.7 27.0
Max Q Clear Time (g_c+I1), s12.9 46.9 4.1 2.7 17.2 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 2.7 0.2
Intersection Summary
HCM 6th Ctrl Delay 71.6
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 5: N. Las Posas Rd & Amorlite Dr 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 0 10 160 10 87 10 1680 258 114 1160 10 Future Volume (veh/h) 10 0 10 160 10 87 10 1680 258 114 1160 10 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 0 15 170 11 93 11 1867 287 125 1275 11 Peak Hour Factor 0.67 0.67 0.67 0.94 0.94 0.94 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 47 0 241 133 34 289 32 2168 329 112 2780 24
Arrive On Green 0.03 0.00 0.16 0.08 0.21 0.21 0.02 0.49 0.49 0.06 0.54 0.54 Sat Flow, veh/h 1767 0 1504 1767 163 1382 1767 4412 669 1767 5178 45 Grp Volume(v), veh/h 15 0 15 170 0 104 11 1423 731 125 832 454 Grp Sat Flow(s),veh/h/ln1767 0 1504 1767 0 1545 1767 1689 1703 1767 1689 1845 Q Serve(g_s), s 0.9 0.0 0.9 8.3 0.0 6.3 0.7 40.7 42.1 7.0 16.6 16.6 Cycle Q Clear(g_c), s 0.9 0.0 0.9 8.3 0.0 6.3 0.7 40.7 42.1 7.0 16.6 16.6 Prop In Lane 1.00 1.00 1.00 0.89 1.00 0.39 1.00 0.02
Lane Grp Cap(c), veh/h 47 0 241 133 0 323 32 1660 837 112 1813 991 V/C Ratio(X) 0.32 0.00 0.06 1.27 0.00 0.32 0.34 0.86 0.87 1.11 0.46 0.46 Avail Cap(c_a), veh/h 129 0 533 133 0 552 112 1660 837 112 1813 991 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.54 0.54 0.54 Uniform Delay (d), s/veh 52.5 0.0 39.2 50.8 0.0 36.9 53.4 24.6 24.9 51.5 15.6 15.6 Incr Delay (d2), s/veh 1.4 0.0 0.0 169.4 0.0 0.2 0.2 0.6 1.3 95.5 0.5 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.4 10.0 0.0 2.4 0.3 14.9 15.6 6.0 5.9 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.0 0.0 39.2 220.3 0.0 37.1 53.6 25.2 26.2 147.0 16.1 16.5 LnGrp LOS D A D F A DDCCFBB
Approach Vol, veh/h 30 274 2165 1411
Approach Delay, s/veh 46.6 150.7 25.7 27.8
Approach LOS D F C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s13.0 60.1 13.8 23.1 8.0 65.1 8.4 28.5 Change Period (Y+Rc), s 6.0 6.0 5.5 5.5 6.0 6.0 5.5 5.5 Max Green Setting (Gmax), s7.0 32.7 8.3 39.0 7.0 32.7 8.0 39.3 Max Q Clear Time (g_c+I1), s9.0 44.1 10.3 2.9 2.7 18.6 2.9 8.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 4.6 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 35.4
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th TWSC Year 2050 + P PM
6: Amorlite Dr & Proj Drwy 11/28/2023
Armorlite Apartments Synchro 11 Report

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 72 320 220 0 0 37
Future Vol, veh/h 72 320 220 0 0 37
Conflicting Peds, #/hr 10 0 0 10 10 10
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 92 92 94 94 92 92
Heavy Vehicles, % 3 33333
Mvmt Flow 78 348 234 0 0 40

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 244 0 - 0 758 254
Stage 1 - - - - 244 -
Stage 2 - - - - 514 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1316 - - - 373 782
Stage 1 - - - - 794 -
Stage 2 - - - - 598 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1303 - - - 339 767
Mov Cap-2 Maneuver - - - - 339 -
Stage 1 - - - - 728 -
Stage 2 - - - - 592 -

Approach EB WB SB
HCM Control Delay, s 1.5 0 10

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1303 - - - 767
HCM Lane V/C Ratio 0.06 - - - 0.052
HCM Control Delay (s) 7.9 0 - - 10
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.2 - - - 0.2
HCM 6th Signalized Intersection Summary Year 2050 + P PM 7: N. Las Posas Rd & Descanso Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 40 80 240 20 40 80 1948 310 30 1340 30 Future Volume (veh/h) 40 40 80 240 20 40 80 1948 310 30 1340 30 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 47 47 94 273 23 45 86 2095 333 34 1540 34 Peak Hour Factor 0.85 0.85 0.85 0.88 0.88 0.88 0.93 0.93 0.93 0.87 0.87 0.87 Percent Heavy Veh, % 333333333333
Cap, veh/h 252 252 425 955 153 299 88 1444 223 88 1692 37 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.05 0.33 0.33 0.05 0.33 0.33 Sat Flow, veh/h 905 905 1525 3428 549 1074 1767 4394 678 1767 5094 112 Grp Volume(v), veh/h 94 0 94 273 0 68 86 1596 833 34 1021 553 Grp Sat Flow(s),veh/h/ln 1810 0 1525 1714 0 1623 1767 1689 1695 1767 1689 1829 Q Serve(g_s), s 5.5 0.0 6.6 8.7 0.0 4.4 6.8 46.0 46.0 2.6 40.5 40.5 Cycle Q Clear(g_c), s 5.5 0.0 6.6 8.7 0.0 4.4 6.8 46.0 46.0 2.6 40.5 40.5 Prop In Lane 0.50 1.00 1.00 0.66 1.00 0.40 1.00 0.06
Lane Grp Cap(c), veh/h 504 0 425 955 0 452 88 1110 557 88 1122 607 V/C Ratio(X) 0.19 0.00 0.22 0.29 0.00 0.15 0.97 1.44 1.49 0.38 0.91 0.91 Avail Cap(c_a), veh/h 504 0 425 955 0 452 88 1110 557 88 1122 607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.84 0.84 0.84 0.87 0.87 0.87 Uniform Delay (d), s/veh 38.4 0.0 38.8 39.6 0.0 38.0 66.4 47.0 47.0 64.4 44.8 44.8 Incr Delay (d2), s/veh 0.8 0.0 1.2 0.8 0.0 0.7 80.8 201.4 230.6 10.7 11.1 18.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 2.7 3.8 0.0 1.9 5.0 49.7 54.4 1.4 18.1 20.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.2 0.0 40.0 40.3 0.0 38.7 147.2 248.4 277.6 75.1 55.9 62.8 LnGrp LOS D A D D A D F F F E E E
Approach Vol, veh/h 188 341 2514 1608
Approach Delay, s/veh 39.6 40.0 254.6 58.7
Approach LOS D D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.5 53.0 45.5 13.0 53.5 45.5
Change Period (Y+Rc), s 6.5 * 6.5 6.5 6.0 6.5 6.5
Max Green Setting (Gmax), s 7.0 * 30 39.0 7.0 29.5 39.0 Max Q Clear Time (g_c+I1), s 4.6 48.0 8.6 8.8 42.5 10.7 Green Ext Time (p_c), s 0.0 0.0 0.5 0.0 0.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 162.5
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 8: N. Las Posas Rd & SR-78 WB Ramps 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 560 10 339 570 1699 0 0 1152 548 Future Volume (veh/h) 0 0 0 560 10 339 570 1699 0 0 1152 548 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 494 172 368 600 1788 0 0 1200 571
Peak Hour Factor 0.92 0.92 0.92 0.95 0.95 0.95 0.96 0.96 0.96 Percent Heavy Veh, % 333330033
Cap, veh/h 384 111 238 503 3417 0 0 1173 529
Arrive On Green 0.22 0.22 0.22 0.57 1.00 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1767 513 1097 1767 5233 0 0 3544 1522
Grp Volume(v), veh/h 494 0 540 600 1788 0 0 1200 571
Grp Sat Flow(s),veh/h/ln 1767 0 1610 1767 1689 0 0 1689 1522 Q Serve(g_s), s 23.9 0.0 23.9 31.3 0.0 0.0 0.0 38.2 38.2 Cycle Q Clear(g_c), s 23.9 0.0 23.9 31.3 0.0 0.0 0.0 38.2 38.2 Prop In Lane 1.00 0.68 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 384 0 350 503 3417 0 0 1173 529
V/C Ratio(X) 1.29 0.00 1.54 1.19 0.52 0.00 0.00 1.02 1.08 Avail Cap(c_a), veh/h 384 0 350 503 3417 0 0 1173 529
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.09 0.09 0.00 0.00 0.09 0.09 Uniform Delay (d), s/veh 43.0 0.0 43.1 23.7 0.0 0.0 0.0 35.9 35.9 Incr Delay (d2), s/veh 147.4 0.0 258.4 88.9 0.1 0.0 0.0 14.8 39.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 26.0 0.0 34.5 19.5 0.0 0.0 0.0 17.1 19.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 190.4 0.0 301.4 112.6 0.1 0.0 0.0 50.7 75.6 LnGrp LOS F A F F A A A F F
Approach Vol, veh/h 1034 2388 1771
Approach Delay, s/veh 248.4 28.3 58.7
Approach LOS F C E
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 81.0 36.0 45.0 29.0
Change Period (Y+Rc), s 6.8 * 4.7 6.8 5.1
Max Green Setting (Gmax), s 74.2 * 31 38.2 23.9
Max Q Clear Time (g_c+I1), s 2.0 33.3 40.2 25.9
Green Ext Time (p_c), s 11.7 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 82.5
HCM 6th LOS F
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 9: N. Las Posas Rd & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 700 30 110 170 1082 50 1057 240 688 864 340 Future Volume (veh/h) 410 700 30 110 170 1082 50 1057 240 688 864 340 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 539 921 39 116 179 1139 54 1137 258 871 1094 430 Peak Hour Factor 0.76 0.76 0.76 0.95 0.95 0.95 0.93 0.93 0.93 0.79 0.79 0.79 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 496 1001 42 145 423 834 117 1270 288 277 1144 712 Arrive On Green 0.14 0.29 0.29 0.08 0.23 0.23 0.07 0.31 0.31 0.08 0.32 0.32 Sat Flow, veh/h 3428 3441 146 1767 1856 2672 1767 4098 930 3428 3526 1495 Grp Volume(v), veh/h 539 472 488 116 179 1139 54 937 458 871 1094 430 Grp Sat Flow(s),veh/h/ln1714 1763 1824 1767 1856 1336 1767 1689 1650 1714 1763 1495 Q Serve(g_s), s 15.9 28.5 28.5 7.1 9.1 25.1 3.2 29.1 29.2 8.9 33.4 23.6 Cycle Q Clear(g_c), s 15.9 28.5 28.5 7.1 9.1 25.1 3.2 29.1 29.2 8.9 33.4 23.6 Prop In Lane 1.00 0.08 1.00 1.00 1.00 0.56 1.00 1.00
Lane Grp Cap(c), veh/h 496 513 531 145 423 834 117 1047 512 277 1144 712 V/C Ratio(X) 1.09 0.92 0.92 0.80 0.42 1.37 0.46 0.89 0.90 3.14 0.96 0.60 Avail Cap(c_a), veh/h 496 513 531 145 423 834 117 1047 512 277 1144 712 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.18 0.18 0.18 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 47.0 37.8 37.8 49.6 36.3 38.1 49.5 36.2 36.2 50.5 36.4 21.8 Incr Delay (d2), s/veh 66.3 24.2 23.6 8.3 0.0 166.2 12.5 11.7 20.8 963.9 2.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln11.2 15.2 15.7 3.4 4.0 30.0 1.8 13.1 14.1 40.8 14.0 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 113.3 61.9 61.3 57.9 36.3 204.3 61.9 48.0 57.1 1014.4 39.1 22.1 LnGrp LOS F E E E D F E D E F D C
Approach Vol, veh/h 1499 1434 1449 2395
Approach Delay, s/veh 80.2 171.5 51.4 390.8
Approach LOS F F D F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.4 40.6 15.5 38.5 13.8 42.2 22.4 31.6 Change Period (Y+Rc), s 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 Max Green Setting (Gmax), s8.9 34.1 9.0 32.0 7.3 35.7 15.9 25.1 Max Q Clear Time (g_c+I1), s10.9 31.2 9.1 30.5 5.2 35.4 17.9 27.1 Green Ext Time (p_c), s 0.0 1.8 0.0 0.7 0.0 0.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 203.1
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

User approved changes to right turn type.

HCM 6th Signalized Intersection Summary Year 2050 + P PM 10: Via Vera Cruz & Grand Ave 11/28/2023
Armorlite Apartments Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 625 710 164 130 540 160 297 180 110 400 270 445 Future Volume (veh/h) 625 710 164 130 540 160 297 180 110 400 270 445 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.96 1.00 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 665 755 174 146 607 68 298 327 138 435 293 332 Peak Hour Factor 0.94 0.94 0.94 0.89 0.89 0.89 0.80 0.80 0.80 0.92 0.92 0.92 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 639 883 687 175 751 83 343 360 294 458 481 394 Arrive On Green 0.19 0.25 0.25 0.10 0.16 0.16 0.19 0.19 0.19 0.26 0.26 0.26 Sat Flow, veh/h 3428 3526 1522 1767 4605 509 1767 1856 1512 1767 1856 1523 Grp Volume(v), veh/h 665 755 174 146 443 232 298 327 138 435 293 332 Grp Sat Flow(s),veh/h/ln1714 1763 1522 1767 1689 1737 1767 1856 1512 1767 1856 1523 Q Serve(g_s), s 20.5 22.5 7.9 8.9 13.9 14.2 18.0 19.0 8.9 26.6 15.3 22.7 Cycle Q Clear(g_c), s 20.5 22.5 7.9 8.9 13.9 14.2 18.0 19.0 8.9 26.6 15.3 22.7 Prop In Lane 1.00 1.00 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 639 883 687 175 551 283 343 360 294 458 481 394 V/C Ratio(X) 1.04 0.85 0.25 0.84 0.80 0.82 0.87 0.91 0.47 0.95 0.61 0.84 Avail Cap(c_a), veh/h 639 883 687 198 551 283 361 380 309 458 481 394 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.7 39.3 19.1 48.7 44.3 44.5 43.0 43.3 39.3 40.1 35.9 38.6 Incr Delay (d2), s/veh 23.4 1.1 0.1 21.2 7.9 16.1 18.0 23.4 0.4 29.4 1.6 14.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln10.5 9.5 3.9 4.9 6.3 7.2 9.3 10.8 3.3 14.9 6.9 9.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.2 40.4 19.2 69.9 52.2 60.6 60.9 66.7 39.7 69.5 37.5 52.9 LnGrp LOS F D B E D E E E D E D D
Approach Vol, veh/h 1594 821 763 1060
Approach Delay, s/veh 49.7 57.7 59.6 55.4
Approach LOS D E E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s15.6 34.4 33.6 25.2 24.7 26.5
Change Period (Y+Rc), s * 4.7 6.8 5.1 * 4.7 6.8 5.1
Max Green Setting (Gmax), s* 12 25.0 28.5 * 21 16.8 22.5 Max Q Clear Time (g_c+I1), s10.9 24.5 28.6 22.5 16.2 21.0 Green Ext Time (p_c), s 0.0 0.2 0.0 0.0 0.2 0.4
Intersection Summary
HCM 6th Ctrl Delay 54.5
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3814 Armorlite Lofts
N:\3814 - Armorlite Apartments\Report\LTA Appendix.3814.doc

APPENDIX H

EXCERPTS FROM THE CITY OF SAN MARCOS MUNICIPAL

CODE PARKING RATE

SAN MARCOS MUNICIPAL CODE
____________

VOLUME I
____________
2018 Republication of the Code of Ordinances of
San Marcos, California
____________

PREFACE
This Code constitutes a complete republication of the general and permanent ordinances of the City of San Marcos, California.

Page Numbering System
The page numbering system used in this Code is a prefix system. The letters to the left of the colon are an abbreviation which represents a certain portion of the volume. The number to the right of the colon represents the number of the page in that portion. In the case of a title of the Code, the number to the left of the colon indicates the number of the title. The following are typical parts of codes of ordinances, which may or may not appear in this Code at this time, and their corresponding prefixes:

CHARTER CHT:1
CHARTER COMPARATIVE TABLE CHTCT:1
RELATED LAWS COMPARATIVE TABLE RLCT:1
CODE CD1:1
CODE COMPARATIVE TABLES CCT:1
C.

D.

E.

1. 2.

3. Mixed Use Sites. Where multiple land uses are combined within a single building, structure, or parcel, off-street parking facilities for a single use shall not be considered as providing required parking facilities for any other uses. The aggregate number of parking spaces for each separate use, required by this chapter, shall be met, except where otherwise specified and a reduction of parking is allowed in compliance with Section 20.340.050 (Off-Street Parking and Trip Reduction Measures).

Rounding Calculations. Calculations resulting in a fractional number shall be treated as follows: one (1) parking space is required for fractions of one-half (0.5) or greater; no additional parking space is required for fractions of less than one-half (0.5).

Calculations.

Gross Floor Area Calculations. Gross floor area calculations are based on the area within the surrounding exterior walls of a building or any portion, thereof, including shared bathroom spaces, storage areas, and areas for circulation.

Seating Calculations. Where fixed seats provided are either benches, bleachers, or pews, such seats shall be calculated at one (1) seat per eighteen (18) inches and one (1) seat per twenty-four (24) inches of booth length for dining.

Assembly Area Calculations. All rooms or areas that can be logically used for seating, in addition to any fixed seating area, shall be calculated in determining the parking requirement for assembly areas.

Table 20.340-1
Parking Requirements by Land Use
Land Use Minimum Required Parking Additional Use Regulations Residential Uses
Animal Keeping, Small None required
Accessory Dwelling
Unit/Accessory Dwelling (Ord.
2017-1445, 7/11/2017)
1 space/accessory dwelling
unit
Caretaker Unit 1 space Interior dimension: 20 feet x
20 feet
Multifamily Dwelling Studio: 1 space/unit;
1 Bedroom Unit: 1.5
space/unit
2+ Bedroom Unit*: 2
spaces/unit; 1 space shall be
covered Guest Parking: 1
space/3 units
*1 garage space shall be
provided for condominiums,
duplexes, townhomes, patio
homes. Apartments shall
provide one covered parking
space (garage or carport) of
the required ratio. Additional
multifamily requirements are
provided in Section

20.340.040.G
Multifamily Dwelling,
Aordable
Housing (deed restricted)

1.7 spaces/unit Additional multifamily
requirements are provided in
Section 20.340.040.G
Non-Commercial HorticultureNone required.

Planned Residential
Development (PRD)
Sum of individual parking
requirements for each use;
residential parking by
bedroom count
Chapter 20.435 (Planned
Residential Development)
Private Residential Garage None required.

Recreational Vehicles
(RVs)/Parks
To be determined by the
Director during SDP or CUP
review process.

Residential Care Facility,
Small & Large
1 space/3 residents Provision of parking shall be
based on the population
served and level of care
provided at the facility.

Minimum requirements here
are guidelines for
establishing appropriate
service levels on a case by
case basis at time of SDP
review
Rooming House 1 space/room; plus 2 spaces
Senior/Age-Restricted
Dwelling or Unit

1.25 spaces/unit Satises resident and visitor
parking
Single-Family Attached 2 spaces/unit 1 space shall be covered Single-Family Detached ≤ 3,000 s.f. unit: 2 attached
covered spaces required;
>3,000 s.f. unit: 3 attached
covered spaces required
See Table 20.340-5 for
additional standards; Section

20.340.060.H
Sport Court, on a Residential
Lot
None required. Residential Zones only.

Supportive Housing Studio: 1 space/unit
1 Bedroom Unit: 1.5
space/unit
2+ Bedroom Unit: 2
spaces/unit; 1 space shall be
covered, Guest Parking: 1
space/3 units
Agricultural/Horticultural,
Non-Commercial
No parking required.

Agricultural/Horticultural,
Commercial
1 space/250 s.f. gross oor
area plus 1 space/1,000 s.f.
outdoor area usage
Agricultural/Horticultural,
Processing and Packaging
1 space/250 s.f. gross oor
area plus 1 space/1,500 s.f.
outdoor area/greenhouse
spaceSmall Animals
Plants and Crops
Wholesale Production 1 space/3 employees plus on-
site area for 1 commercial
loading/unloading vehicle
Only applies in R-1-20 Zone
Greenhouse/Nursery 1 space/250 s.f. gross oor
area; plus 1 space/1,500 s.f.
outdoor area usageCommercial Production
Retail
Sales Stand 2 spaces
General Retail Uses
Adult Entertainment Business1 space/250 s.f. gross oor area plus 1 space/2
employees
Animal Shelter 1 space/250 s.f. gross oor
area
Bar 1 space/3 seats or 1
space/100 s.f. gross oor
area whichever is greater
Catering 2.5 space/1,000 s.f. gross
oor area
Catering, Food Truck Per issued food facility
permit requirements
Cigar Lounge/Smoke Shop 1 space/250 s.f. gross oor
area
Commercial Artist/Production
Studio
1 space/350 s.f. gross oor
area
Commercial Entertainment 1 space/3 seats up to 800
seats then 1 space/6 seats +1
space/employee
Commercial Recreation,
Indoor
1 space/250 s.f. gross oor
area; plus 1 space/employee
Commercial Recreation,
Outdoor
4 spaces/court and/or 1
space/200 s.f. gross oor
area
Drive-Through Parking per primary land use Refer to stacking per Section

20.340.040.H
Dry Cleaning or Laundry,
Plant
1 space/500 s.f. gross oor
area
Employee Services 3 spaces/1,000 s.f.

Funeral Home/Mortuary 14 spaces/1,000 s.f.

Kiosk (stand-alone) 2 spaces
Lodging, Bed & Breakfast 1 space/guest room; plus 2
spaces
Lodging, Hotel 1 space/guest room; plus 10
spaces/1,000 s.f. banquet,
assembly, meeting, or
restaurant oor area or 1
space/8 seats; for accessory
retail uses greater than 5,000
s.f.: 2.5 spaces/1,000 s.f.

Additional parking per
standards if additional uses
(e.g., restaurants,
conference/convention
centers) are open to public
patronage
Lodging, Motel
Market,
Grocery/Supermarket
1 space/250 s.f. gross oor
area
Market; Convenience
Market; Liquor
Market; Specialty Food and
Beverage
Merchandise Sales, Discount 1 space/250 s.f. gross oor area
Merchandise Sales,
New Retail <100,000 s.f.

Merchandise Sales,
New Retail <30,000 s.f.

Merchandise Sales,
New Retail >100,000 s.f.
1 space/250 s.f. gross oor
area
Merchandise Sales,
Showrooms
Merchandise Sales,
Used/Pawn
Moving Company 1 space/4,000 s.f. gross oor
area
Nightclub 1 space/30 s.f. of dance oor
area;
1 space/100 sf of bar/seating
area
Nursery (Retail-Plant) 1 space/250 s.f. gross oor
area plus 1 space/1,000 s.f.
outdoor area usage
Outdoor Dining Area comprising less than
25% of indoor seating shall
not require additional
parking; area greater than
25% of the indoor spaces
shall require 1 space/150 s.f.

Parcel Delivery Service 1 space/250 s.f. gross oor
area For oce space; 1
space/500 s.f. gross oor
area
Parking Facility, Enclosed
Freestanding
No parking required.

Parking Lot Sale No parking required for
temporary events; minimum
of 80% of parking lot shall be
available for parking during
event.

20.455 Temporary Events
Restaurant, Sit-Down and/or
Take-Out
1,000 s.f. or less: 1 space/250
s.f. gross oor area plus 2
employee spaces;
1,001-4,000 s.f.: 1 space/3
seats or 1 space/100 s.f.
gross oor area whichever is
greater; plus 3 employee
spaces;
4,001 s.f. and larger: 1
space/3 seats or 1 space/100
s.f. gross oor area
whichever is greater; plus 1
space/employee
Oce, Professional, and Business Support Services
Business Support Service 4 spaces/1,000 s.f. gross oor area
Financial Institution 4 spaces/1,000 s.f. gross oor
area; for drive-through
facilities, refer to stacking per
Section 20.340.040.H
Financial Institution, with
Drive-Through

LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3814 Armorlite Lofts
N:\3814 - Armorlite Apartments\Report\LTA Appendix.3814.doc

APPENDIX I

BUS ROUTE SCHEDULE AND MAP
156
NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
Destinations/Destinos
• Cal State University San Marcos
• Palomar College
• Restaurant Row
• Cal State San Marcos SPRINTER Station
• Edwards Cinemas
• Boys & Girls Club
• Social Security Administration
• Connors Park
M-F • SA
L-V • SÁ
0 0.5 1 1.5 20.25
Miles
VISTA
Palomar College
304, 305, 445, SPRINTER
Kaiser
305
305
304
445
332
CSUSM SPRINTER Station

SPRINTER
San Marcos Blvd
Mission
Twin Oaks Valley
Las Posas
Rancho Santa Fe
La Mirada
Poinsettia
Discovery
Via Vera Cruz
Woodland
Barham
Rancheros
Borden
Craven
Ralphs
San Marcos
Civic Center

SPRINTER
Station
City Hall/
Library
Borden
Senior
Center
CSUSM
WinCo
Foods
Palomar Corporate
Health Services
Edward
Cinemas
Sprouts Social
Security
Americare
High Tech HS
Palomar
College

SAN MARCOS
San Diego
Recorder
Boys & Girls
Club
Route 347/Ruta 347
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos

COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
347 Cal State San Marcos to Palomar College
Cal State San Marcos a Palomar College
157
Guía de Pasajeros del NORTH COUNTY TRANSIT DISTRICT
Monday - Friday
Westbound to
Palomar College
Lunes a Viernes • Dirección hacia el oeste
a Palomar College
CSUSM

SPRINTER
Station
CSUSM
Craven
Circle
San Marcos
Bl. &
Via Vera
Cruz
Palomar
College
Transit
Center
1 2 3 4
5:16 5:18 5:26 5:33a
5:46 5:48 5:57 6:04
6:16 6:18 6:28 6:35
6:46 6:48 6:59 7:06
7:15 7:18 7:29 7:36
7:47 7:50 8:01 8:08
8:16 8:19 8:30 8:38
8:47 8:50 9:01 9:09
9:17 9:20 9:31 9:39
9:47 9:50 10:01 10:09
10:17 10:20 10:31 10:39
10:47 10:50 11:02 11:10
11:17 11:20 11:32 11:40
11:47 11:50 12:02 12:10p
12:17 12:20 12:32 12:40
12:47 12:50 1:02 1:11
1:17 1:20 1:32 1:41
1:47 1:50 2:02 2:11
2:17 2:20 2:32 2:41
2:47 2:50 3:02 3:11
3:18 3:21 3:34 3:43
3:48 3:51 4:04 4:13
4:18 4:21 4:34 4:43
4:49 4:52 5:05 5:14
5:18 5:21 5:34 5:43
5:48 5:51 6:02 6:10
6:15 6:17 6:28 6:36
6:45 6:47 6:58 7:06
Monday - Friday
Eastbound to
Cal State San Marcos
Lunes a Viernes • Dirección hacia el este
a Cal State San Marcos
Palomar
College
Transit
Center
San Marcos
Bl. &
Via Vera
Cruz
CSUSM
Craven
Circle
CSUSM

SPRINTER
Station
4 3 2 1
5:54 5:59 6:08 6:13a
6:23 6:28 6:38 6:43
6:51 6:57 7:07 7:12
7:21 7:27 7:39 7:44
7:49 7:56 8:08 8:13
8:19 8:26 8:39 8:44
8:49 8:56 9:09 9:14
9:19 9:26 9:39 9:44
9:49 9:56 10:09 10:14
10:19 10:26 10:39 10:44
10:49 10:56 11:09 11:14
11:19 11:26 11:39 11:44
11:49 11:56 12:09 12:14p
12:19 12:26 12:39 12:44
12:49 12:56 1:09 1:14
1:19 1:26 1:39 1:44
1:49 1:56 2:09 2:14
2:18 2:26 2:39 2:44
2:48 2:57 3:10 3:15
3:17 3:26 3:40 3:45
3:47 3:56 4:10 4:15
4:17 4:26 4:41 4:46
4:47 4:55 5:10 5:15
5:18 5:26 5:40 5:45
5:49 5:56 6:07 6:12
6:19 6:26 6:37 6:42
6:51 6:57 7:08 7:13
7:23 7:29 7:40 7:45
See pg. 6 for Holiday schedules/Ver pág. 276 para obtener los horarios de días festivos Route 347 does not operate on Sundays or when a Sunday schedule is operated.

See page 6 (Holiday Transit Schedule) for details.

La ruta 347 no opera los domingos ni cuando haya programado un horario de domingo. Consulte la pág. 276 (calendario de tránsito para días festivos) para obtener más detalles.
347 Cal State San Marcos to Palomar College
Cal State San Marcos a Palomar College
158
NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
Saturday
Westbound to
Palomar College
Sábado • Dirección hacia el oeste
a Palomar College
CSUSM

SPRINTER
Station
CSUSM
Craven
Circle
San Marcos
Bl. &
Via Vera
Cruz
Palomar
College
Transit
Center
1 2 3 4
7:48 7:51 8:01 8:08a
8:48 8:51 9:01 9:08
9:47 9:50 10:01 10:08
10:47 10:50 11:01 11:08
11:48 11:51 12:02 12:09p
12:50 12:53 1:04 1:11
1:50 1:53 2:04 2:11
2:48 2:51 3:02 3:09
3:48 3:51 4:01 4:08
4:48 4:51 5:01 5:08
5:49 5:52 6:01 6:08
6:49 6:52 7:01 7:08
Saturday
Eastbound to
Cal State San Marcos
Sábado • Dirección hacia el este
a Cal State San Marcos
Palomar
College
Transit
Center
San Marcos
Bl. &
Via Vera
Cruz
CSUSM
Craven
Circle
CSUSM

SPRINTER
Station
4 3 2 1
7:20 7:25 7:34 7:38a
8:20 8:26 8:35 8:39
9:20 9:26 9:36 9:40
10:20 10:27 10:38 10:42
11:20 11:27 11:38 11:42
12:20 12:27 12:40 12:44p
1:20 1:27 1:40 1:44
2:20 2:26 2:38 2:42
3:20 3:26 3:37 3:41
4:20 4:26 4:37 4:41
5:20 5:26 5:37 5:41
6:20 6:26 6:37 6:41
See pg. 6 for Holiday schedules/Ver pág. 276 para obtener los horarios de días festivos Route 347 does not operate on Sundays or when a Sunday schedule is operated.

See page 6 (Holiday Transit Schedule) for details.

La ruta 347 no opera los domingos ni cuando haya programado un horario de domingo. Consulte la pág. 276 (calendario de tránsito para días festivos) para obtener más detalles.
347 Cal State San Marcos to Palomar College
Cal State San Marcos a Palomar College
210
NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
M-F
L-V
Destinations/Destinos
• McClellan Palomar Airport
• Palomar College
• San Marcos High School
• High Tech High School – North County
• Carlsbad Poinsettia COASTER Station
• Viasat
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Palomar College
304, 305, 347, 445,
645, SPRINTER
!
315
101
444
!
Viasat
Gemological
Institute of
America !
325
101
309
347
332
332
Edward
Cinemas
!
Legoland
!
Thermo Fisher
!
Costco
!
! Lowe’s
!
High Tech
HS
CVS
Poinsettia Station
444, COASTER

CARLSBAD
SAN MARCOS304
604
304
604309
609
Route 445/Ruta 445
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos

COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
0 1 2 3 40.5
Miles

PACIFIC
OCEAN
!!Ä
!
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!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!
!!Ä
Bressi
Ranch !
Bressi
Ranch !
Eastbound
Dirección hacia el este Dirección hacia el oeste
Westbound
Route 445/Ruta 445
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos

COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
Palomar Airport
El Camino
Tamarack
Poinsettia
Aviara
Melrose
Rancho Santa Fe
Palomar Airport
San Marcos Blvd
Las Posas
Mission
Monroe
College
Cannon
Carlsbad Blvd
Yarrow
El Fuerte
El Fuerte
Loker
Loker
445
Carlsbad Poinsettia COASTER Connection
to Palomar College
Conexión 445 Carlsbad Poinsettia COASTER a Palomar College 211
Guía de Pasajeros del NORTH COUNTY TRANSIT DISTRICT
Route 445 does not operate on Saturdays, Sundays, or holidays.

La Ruta 445 no opera los sábados, domingos o en días festivos.

Bus may wait up to ten minutes for a late arriving COASTER train.

El autobús puede esperar hasta diez minutos en caso que un tren COASTER esté atrasado.

Monday - Friday
Eastbound to Palomar College
Lunes a Viernes • Dirección hacia el este a Palomar College

ARRIVING

SB COASTER
From Oceanside
Llegada SB COASTER
desde Oceanside

ARRIVING

NB COASTER
From San Diego
Llegada NB COASTER
desde San Diego
Carlsbad
Poinsettia
Station
Palomar
Airport Rd. &
Yarrow Dr.

Loker Ave.
&
El Fuerte St.

San Marcos
Blvd. &
Rancho Santa
Fe Rd.

Palomar
College
Transit
Center
COASTER COASTER 1 2 3 4 5
7:29 7:31 7:36 7:51 7:59 8:08 8:22a
7:49 8:31 8:36 8:51 8:57 9:06 9:19
– 9:11 9:16 9:31 9:37 9:46 9:59
– 9:31 9:36 9:51 9:57 10:06 10:19
4:29 4:31 4:36 4:49 4:56 5:06 5:19p
5:29 5:11 5:36 5:49 5:56 6:06 6:19
6:29 6:31 6:36 6:49 6:56 7:06 7:19
See pg. 6 for Holiday schedules/Ver pág. 276 para obtener los horarios de días festivos Monday - Friday
Westbound to Carlsbad Poinsettia Station
Lunes a Viernes • Dirección hacia el oeste a la Estación Carlsbad Poinsettia Palomar
College
Transit
Center
San Marcos
Blvd. &
Rancho Santa
Fe Rd.

Loker Ave.
&
El Fuerte St.

Palomar
Airport Rd. &
Yarrow Dr.

Carlsbad
Poinsettia
Station

DEPARTING

NB COASTER
To Oceanside

SALIDA NB COASTER
a Oceanside

DEPARTING

SB COASTER
To San Diego

SALIDA SB COASTER
a San Diego
5 4 3 2 1 COASTER COASTER
6:34 6:43 6:50 6:57 7:13a 7:31 7:29a
7:33 7:47 7:56 8:03 8:18 8:31 –
8:31 8:45 8:54 9:01 9:16 9:31 9:49
3:36 3:45 3:52 3:59 4:16p 4:31 4:29p
3:56 4:05 4:12 4:19 4:36 5:11 4:49
4:37 4:46 4:53 5:00 5:16 – 5:29
5:41 5:50 5:56 6:03 6:19 6:31 6:29
445
Carlsbad Poinsettia COASTER Connection
to Palomar College
Conexión 445 Carlsbad Poinsettia COASTER a Palomar College 224
NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
M-F
L-V
Destinations/Destinos
• Palomar College
• San Marcos High School
• High Tech High School – North County
• Edwards Cinemas
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä
!!Ä!!Ä
!!Ä
!!Ä
!!Ä!!Ä
!!Ä !!Ä
!!Ä!!Ä
0 0.5 10.25 Miles

!(
!
!
!
!
!
!
!
!
332
Palomar College
304, 305, 347, 445,
604, SPRINTER
305
347San Marcos
HS

SAN MARCOS
Route 445/Ruta 445
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos

COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
Route 645/Ruta 645
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos

COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
High Tech
HS
Vons
Bradley
Park
Grocery
Outlet
Sprouts
Social
Security
Palomar
College
Kaiser
445
304
332
La Mirada
Poinsettia
Rancho Santa Fe
San Marcos Blvd
Bent
Knoll
Mission
Discovery
Via Vera Cruz
645 Palomar College to San Marcos High School
Palomar College a San Marcos High School
225
Guía de Pasajeros del NORTH COUNTY TRANSIT DISTRICT
See pg. 6 for Holiday schedules/Ver pág. 276 para obtener los horarios de días festivos Monday - Friday
Westbound to San Marcos High School
Lunes a Viernes • Dirección hacia el oeste a San Marcos High School Palomar College
Transit Center
San Marcos Blvd.
&
Rancho Santa Fe Rd.
1 2
*7:50 *8:10a
**8:33 **8:53
* Operates Monday, Wednesday, Thursday, and Friday.

Opera Lunes, Miércoles, Jueves y Viernes.
** Operates Tuesdays only.

Opera solamente los Martes.

Monday - Friday
Eastbound to Palomar College
Lunes a Viernes • Dirección hacia el este a Palomar College San Marcos Blvd.
&
Rancho Santa Fe Rd.

Palomar College
Transit Center
2 1
3:30 3:50p
BREEZE “school tripper” bus service only runs while San Marcos High School and/or High Tech High are in session for in-person learning and are subject to change based on bell times. NCTD will update trip planning applications and GoNCTD.com if this service changes.

El servicio de autobús “school tripper” de BREEZE solo opera mientras San Marcos High School y/o High Tech High se encuentre abierta para clases en persona y está sujeto a cambios en función de los horarios de entrada y salida.

NCTD actualizará las aplicaciones de planificación de viaje y GoNCTD.com si este servicio cambia.

Trips will operate when NCTD runs weekday service. NCTD will update trip planning applications and GoNCTD.com if this service changes.

Los viajes funcionarán cuando NCTD opere el servicio en días laborables. Si este servicio se modifica, NCTD actualizará las aplicaciones de planificación de viajes y el sitio GoNCTD.com.
645 Palomar College to San Marcos High School
Palomar College a San Marcos High School
Monday - Sunday 7 days a week service/Lunes - domingo servicio los 7 días a la semana Monday - Friday ONLY. Service does not run on Saturday, Sunday, and Holidays/Lunes - viernes ÚNICAMENTE. El servicio no funciona los sábados, domingos, ni en días festivos Friday night service ONLY/Servicio el viernes en la noche ÚNICAMENTE Saturday night service ONLY/Servicio el sábado en la noche ÚNICAMENTE Schedule subject to change / Los horarios están sujetos a cambios

OCEANSIDE

TRANSIT CENTER
COAST

HIGHWAY
CROUCH
STREET

EL CAMINO
REAL
RANCHO

DEL ORO

COLLEGE

BOULEVARD

MELROSE
DRIVE
VISTA

TRANSIT CENTER

CIVIC CENTER-
VISTA
BUENA
CREEK

PALOMAR

COLLEGE

SAN MARCOS

CIVIC CENTER

CAL STATE

SAN MARCOS

NORDAHL
ROAD

ESCONDIDO

TRANSIT CENTER

SPRINTER STATIONS
EW

WESTBOUND ESCONDIDO TO OCEANSIDE

STATIONS READ
DOWN
30 MIN
FREQUENCY MONDAY-SUNDAY (Half-shaded boxes indicate NO SATURDAY, SUNDAY, or HOLIDAY service) Escondido Transit Center ↓ :03 | :33 4:03a 4:33a 5:03a 5:33a 6:03a 6:33a 7:03a 7:33a 8:03a 8:33a 9:03a 9:33a 10:03a 10:33a 11:03a 11:33a 12:03p 12:33p 1:03p 1:33p 2:03p 2:33p 3:03p 3:33p 4:03p 4:33p 5:03p 5:33p 6:03p 6:33p 7:03p 7:33p 8:03p 8:33p Nordahl Road ↓ :06 | :36 4:06a 4:36a 5:06a 5:36a 6:06a 6:36a 7:06a 7:36a 8:06a 8:36a 9:06a 9:36a 10:06a 10:36a 11:06a 11:36a 12:06p 12:36p 1:06p 1:36p 2:06p 2:36p 3:06p 3:36p 4:06p 4:36p 5:06p 5:36p 6:06p 6:36p 7:06p 7:36p 8:06p 8:36p Cal State San Marcos ↓ :11 | :41 4:11a 4:41a 5:11a 5:41a 6:11a 6:41a 7:11a 7:41a 8:11a 8:41a 9:11a 9:41a 10:11a 10:41a 11:11a 11:41a 12:11p 12:41p 1:11p 1:41p 2:11p 2:41p 3:11p 3:41p 4:11p 4:41p 5:11p 5:41p 6:11p 6:41p 7:11p 7:41p 8:11p 8:41p San Marcos Civic Center ↓ :14 | :44 4:14a 4:44a 5:14a 5:44a 6:14a 6:44a 7:14a 7:44a 8:14a 8:44a 9:14a 9:44a 10:14a 10:44a 11:14a 11:44a 12:14p 12:44p 1:14p 1:44p 2:14p 2:44p 3:14p 3:44p 4:14p 4:44p 5:14p 5:44p 6:14p 6:44p 7:14p 7:44p 8:14p 8:44p Palomar College ↓ :17 | :47 4:17a 4:47a 5:17a 5:47a 6:17a 6:47a 7:17a 7:47a 8:17a 8:47a 9:17a 9:47a 10:17a 10:47a 11:17a 11:47a 12:17p 12:47p 1:17p 1:47p 2:17p 2:47p 3:17p 3:47p 4:17p 4:47p 5:17p 5:47p 6:17p 6:47p 7:17p 7:47p 8:17p 8:47p Buena Creek ↓ :22 | :52 4:22a 4:52a 5:22a 5:52a 6:22a 6:52a 7:22a 7:52a 8:22a 8:52a 9:22a 9:52a 10:22a 10:52a 11:22a 11:52a 12:22p 12:52p 1:22p 1:52p 2:22p 2:52p 3:22p 3:52p 4:22p 4:52p 5:22p 5:52p 6:22p 6:52p 7:22p 7:52p 8:22p 8:52p Civic Center-Vista ↓ :27 | :57 4:27a 4:57a 5:27a 5:57a 6:27a 6:57a 7:27a 7:57a 8:27a 8:57a 9:27a 9:57a 10:27a 10:57a 11:27a 11:57a 12:27p 12:57p 1:27p 1:57p 2:27p 2:57p 3:27p 3:57p 4:27p 4:57p 5:27p 5:57p 6:27p 6:57p 7:27p 7:57p 8:27p 8:57p Vista Transit Center ↓ :30 | :00 4:30a 5:00a 5:30a 6:00a 6:30a 7:00a 7:30a 8:00a 8:30a 9:00a 9:30a 10:00a 10:30a 11:00a 11:30a 12:00p 12:30p 1:00p 1:30p 2:00p 2:30p 3:00p 3:30p 4:00p 4:30p 5:00p 5:30p 6:00p 6:30p 7:00p 7:30p 8:00p 8:30p 9:00p Melrose Drive ↓ :35 | :05 4:35a 5:05a 5:35a 6:05a 6:35a 7:05a 7:35a 8:05a 8:35a 9:05a 9:35a 10:05a 10:35a 11:05a 11:35a 12:05p 12:35p 1:05p 1:35p 2:05p 2:35p 3:05p 3:35p 4:05p 4:35p 5:05p 5:35p 6:05p 6:35p 7:05p 7:35p 8:05p 8:35p 9:05p College Boulevard ↓ :40 | :10 4:40a 5:10a 5:40a 6:10a 6:40a 7:10a 7:40a 8:10a 8:40a 9:10a 9:40a 10:10a 10:40a 11:10a 11:40a 12:10p 12:40p 1:10p 1:40p 2:10p 2:40p 3:10p 3:40p 4:10p 4:40p 5:10p 5:40p 6:10p 6:40p 7:10p 7:40p 8:10p 8:40p 9:10p Rancho Del Oro ↓ :43 | :13 4:43a 5:13a 5:43a 6:13a 6:43a 7:13a 7:43a 8:13a 8:43a 9:13a 9:43a 10:13a 10:43a 11:13a 11:43a 12:13p 12:43p 1:13p 1:43p 2:13p 2:43p 3:13p 3:43p 4:13p 4:43p 5:13p 5:43p 6:13p 6:43p 7:13p 7:43p 8:13p 8:43p 9:13p El Camino Real ↓ :46 | :16 4:46a 5:16a 5:46a 6:16a 6:46a 7:16a 7:46a 8:16a 8:46a 9:16a 9:46a 10:16a 10:46a 11:16a 11:46a 12:16p 12:46p 1:16p 1:46p 2:16p 2:46p 3:16p 3:46p 4:16p 4:46p 5:16p 5:46p 6:16p 6:46p 7:16p 7:46p 8:16p 8:46p 9:16p Crouch Street ↓ :49 | :19 4:49a 5:19a 5:49a 6:19a 6:49a 7:19a 7:49a 8:19a 8:49a 9:19a 9:49a 10:19a 10:49a 11:19a 11:49a 12:19p 12:49p 1:19p 1:49p 2:19p 2:49p 3:19p 3:49p 4:19p 4:49p 5:19p 5:49p 6:19p 6:49p 7:19p 7:49p 8:19p 8:49p 9:19p Coast Highway ↓ :52 | :22 4:52a 5:22a 5:52a 6:22a 6:52a 7:22a 7:52a 8:22a 8:52a 9:22a 9:52a 10:22a 10:52a 11:22a 11:52a 12:22p 12:52p 1:22p 1:52p 2:22p 2:52p 3:22p 3:52p 4:22p 4:52p 5:22p 5:52p 6:22p 6:52p 7:22p 7:52p 8:22p 8:52p 9:22p Oceanside Transit Center ↓ :56 | :26 4:56a 5:26a 5:56a 6:26a 6:56a 7:26a 7:56a 8:26a 8:56a 9:26a 9:56a 10:26a 10:56a 11:26a 11:56a 12:26p 12:56p 1:26p 1:56p 2:26p 2:56p 3:26p 3:56p 4:26p 4:56p 5:26p 5:56p 6:26p 6:56p 7:26p 7:56p 8:26p 8:56p 9:26p

EASTBOUND OCEANSIDE TO ESCONDIDO

STATIONS READ
DOWN
30 MIN
FREQUENCY MONDAY-SUNDAY (Half-shaded boxes indicate NO SATURDAY, SUNDAY, or HOLIDAY service) Oceanside Transit Center ↓ :03 | :33 4:03a 4:33a 5:03a 5:33a 6:03a 6:33a 7:03a 7:33a 8:03a 8:33a 9:03a 9:33a 10:03a 10:33a 11:03a 11:33a 12:03p 12:33p 1:03p 1:33p 2:03p 2:33p 3:03p 3:33p 4:03p 4:33p 5:03p 5:33p 6:03p 6:33p 7:03p 7:33p 8:03p 8:33p Coast Highway ↓ :05 | :35 4:05a 4:35a 5:05a 5:35a 6:05a 6:35a 7:05a 7:35a 8:05a 8:35a 9:05a 9:35a 10:05a 10:35a 11:05a 11:35a 12:05p 12:35p 1:05p 1:35p 2:05p 2:35p 3:05p 3:35p 4:05p 4:35p 5:05p 5:35p 6:05p 6:35p 7:05p 7:35p 8:05p 8:35p Crouch Street ↓ :07 | :37 4:07a 4:37a 5:07a 5:37a 6:07a 6:37a 7:07a 7:37a 8:07a 8:37a 9:07a 9:37a 10:07a 10:37a 11:07a 11:37a 12:07p 12:37p 1:07p 1:37p 2:07p 2:37p 3:07p 3:37p 4:07p 4:37p 5:07p 5:37p 6:07p 6:37p 7:07p 7:37p 8:07p 8:37p El Camino Real ↓ :11 | :41 4:11a 4:41a 5:11a 5:41a 6:11a 6:41a 7:11a 7:41a 8:11a 8:41a 9:11a 9:41a 10:11a 10:41a 11:11a 11:41a 12:11p 12:41p 1:11p 1:41p 2:11p 2:41p 3:11p 3:41p 4:11p 4:41p 5:11p 5:41p 6:11p 6:41p 7:11p 7:41p 8:11p 8:41p Rancho Del Oro ↓ :14 | :44 4:14a 4:44a 5:14a 5:44a 6:14a 6:44a 7:14a 7:44a 8:14a 8:44a 9:14a 9:44a 10:14a 10:44a 11:14a 11:44a 12:14p 12:44p 1:14p 1:44p 2:14p 2:44p 3:14p 3:44p 4:14p 4:44p 5:14p 5:44p 6:14p 6:44p 7:14p 7:44p 8:14p 8:44p College Boulevard ↓ :17 | :47 4:17a 4:47a 5:17a 5:47a 6:17a 6:47a 7:17a 7:47a 8:17a 8:47a 9:17a 9:47a 10:17a 10:47a 11:17a 11:47a 12:17p 12:47p 1:17p 1:47p 2:17p 2:47p 3:17p 3:47p 4:17p 4:47p 5:17p 5:47p 6:17p 6:47p 7:17p 7:47p 8:17p 8:47p Melrose Drive ↓ :22 | :52 4:22a 4:52a 5:22a 5:52a 6:22a 6:52a 7:22a 7:52a 8:22a 8:52a 9:22a 9:52a 10:22a 10:52a 11:22a 11:52a 12:22p 12:52p 1:22p 1:52p 2:22p 2:52p 3:22p 3:52p 4:22p 4:52p 5:22p 5:52p 6:22p 6:52p 7:22p 7:52p 8:22p 8:52p Vista Transit Center ↓ :26 | :56 4:26a 4:56a 5:26a 5:56a 6:26a 6:56a 7:26a 7:56a 8:26a 8:56a 9:26a 9:56a 10:26a 10:56a 11:26a 11:56a 12:26p 12:56p 1:26p 1:56p 2:26p 2:56p 3:26p 3:56p 4:26p 4:56p 5:26p 5:56p 6:26p 6:56p 7:26p 7:56p 8:26p 8:56p Civic Center-Vista ↓ :29 | :59 4:29a 4:59a 5:29a 5:59a 6:29a 6:59a 7:29a 7:59a 8:29a 8:59a 9:29a 9:59a 10:29a 10:59a 11:29a 11:59a 12:29p 12:59p 1:29p 1:59p 2:29p 2:59p 3:29p 3:59p 4:29p 4:59p 5:29p 5:59p 6:29p 6:59p 7:29p 7:59p 8:29p 8:59p Buena Creek ↓ :35 | :05 4:35a 5:05a 5:35a 6:05a 6:35a 7:05a 7:35a 8:05a 8:35a 9:05a 9:35a 10:05a 10:35a 11:05a 11:35a 12:05p 12:35p 1:05p 1:35p 2:05p 2:35p 3:05p 3:35p 4:05p 4:35p 5:05p 5:35p 6:05p 6:35p 7:05p 7:35p 8:05p 8:35p 9:05p Palomar College ↓ :40 | :10 4:40a 5:10a 5:40a 6:10a 6:40a 7:10a 7:40a 8:10a 8:40a 9:10a 9:40a 10:10a 10:40a 11:10a 11:40a 12:10p 12:40p 1:10p 1:40p 2:10p 2:40p 3:10p 3:40p 4:10p 4:40p 5:10p 5:40p 6:10p 6:40p 7:10p 7:40p 8:10p 8:40p 9:10p San Marcos Civic Center ↓ :43 | :13 4:43a 5:13a 5:43a 6:13a 6:43a 7:13a 7:43a 8:13a 8:43a 9:13a 9:43a 10:13a 10:43a 11:13a 11:43a 12:13p 12:43p 1:13p 1:43p 2:13p 2:43p 3:13p 3:43p 4:13p 4:43p 5:13p 5:43p 6:13p 6:43p 7:13p 7:43p 8:13p 8:43p 9:13p Cal State San Marcos ↓ :46 | :16 4:46a 5:16a 5:46a 6:16a 6:46a 7:16a 7:46a 8:16a 8:46a 9:16a 9:46a 10:16a 10:46a 11:16a 11:46a 12:16p 12:46p 1:16p 1:46p 2:16p 2:46p 3:16p 3:46p 4:16p 4:46p 5:16p 5:46p 6:16p 6:46p 7:16p 7:46p 8:16p 8:46p 9:16p Nordahl Road ↓ :51 | :21 4:51a 5:21a 5:51a 6:21a 6:51a 7:21a 7:51a 8:21a 8:51a 9:21a 9:51a 10:21a 10:51a 11:21a 11:51a 12:21p 12:51p 1:21p 1:51p 2:21p 2:51p 3:21p 3:51p 4:21p 4:51p 5:21p 5:51p 6:21p 6:51p 7:21p 7:51p 8:21p 8:51p 9:21p Escondido Transit Center ↓ :56 | :26 4:56a 5:26a 5:56a 6:26a 6:56a 7:26a 7:56a 8:26a 8:56a 9:26a 9:56a 10:26a 10:56a 11:26a 11:56a 12:26p 12:56p 1:26p 1:56p 2:26p 2:56p 3:26p 3:56p 4:26p 4:56p 5:26p 5:56p 6:26p 6:56p 7:26p 7:56p 8:26p 8:56p 9:26p WB

SAT NIGHT
ONLY
9:33p 10:33p
9:36p 10:36p
9:41p 10:41p
9:44p 10:44p
9:47p 10:47p
9:52p 10:52p
9:57p 10:57p
10:00p 11:00p
10:05p 11:05p
10:10p 11:10p
10:13p 11:13p
10:16p 11:16p
10:19p 11:19p
10:22p 11:22p
10:26p 11:26p
EB

SATURDAY

NIGHT ONLY
9:33p 10:33p 11:33p
9:35p 10:35p 11:35p
9:37p 10:37p 11:37p
9:41p 10:41p 11:41p
9:44p 10:44p 11:44p
9:47p 10:47p 11:47p
9:52p 10:52p 11:52p
9:56p 10:56p 11:56p
9:59p 10:59p 11:59p
10:05p 11:05p 12:05a
10:10p 11:10p 12:10a
10:13p 11:13p 12:13a
10:16p 11:16p 12:16a
10:21p 11:21p 12:21a
10:26p 11:26p 12:26a

EASTBOUND

FRIDAY NIGHT ONLY
9:03p 9:33p 10:03p 10:33p 11:03p 11:33p
9:05p 9:35p 10:05p 10:35p 11:05p 11:35p
9:07p 9:37p 10:07p 10:37p 11:07p 11:37p
9:11p 9:41p 10:11p 10:41p 11:11p 11:41p
9:14p 9:44p 10:14p 10:44p 11:14p 11:44p
9:17p 9:47p 10:17p 10:47p 11:17p 11:47p
9:22p 9:52p 10:22p 10:52p 11:22p 11:52p
9:26p 9:56p 10:26p 10:56p 11:26p 11:56p
9:29p 9:59p 10:29p 10:59p 11:29p 11:59p
9:35p 10:05p 10:35p 11:05p 11:35p 12:05a
9:40p 10:10p 10:40p 11:10p 11:40p 12:10a
9:43p 10:13p 10:43p 11:13p 11:43p 12:13a
9:46p 10:16p 10:46p 11:16p 11:46p 12:16a
9:51p 10:21p 10:51p 11:21p 11:51p 12:21a
9:56p 10:26p 10:56p 11:26p 11:56p 12:26a

WESTBOUND

FRIDAY NIGHT ONLY
9:03p 9:33p 10:03p 10:33p
9:06p 9:36p 10:06p 10:36p
9:11p 9:41p 10:11p 10:41p
9:14p 9:44p 10:14p 10:44p
9:17p 9:47p 10:17p 10:47p
9:22p 9:52p 10:22p 10:52p
9:27p 9:57p 10:27p 10:57p
9:30p 10:00p 10:30p 11:00p
9:35p 10:05p 10:35p 11:05p
9:40p 10:10p 10:40p 11:10p
9:43p 10:13p 10:43p 11:13p
9:46p 10:16p 10:46p 11:16p
9:49p 10:19p 10:49p 11:19p
9:52p 10:22p 10:52p 11:22p
9:56p 10:26p 10:56p 11:26p
GoNCTD.com (760) 966-6500
Holiday SPRINTER Schedule
Schedule subject to change.

Saturday Schedule
• Memorial Day
• Independence Day
• Labor Day
• Veterans Day
Sunday Schedule
• New Year’s Day
• Cesar Chavez Day
• Thanksgiving Day
• Christmas Eve
• Christmas Day
Horario del sábado
• Día de los Caídos
• Día de la Independencia
• Día del Trabajo
• Día de los Veteranos
Horario del domingo
• Año Nuevo
• Día de César Chavez
• Día de Acción de Gracias
• Nochebuena
• Día de Navidad
Los horarios están sujetos a cambios.

Horario Festivo de SPRINTER
NOW
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