260: Hollenbeck Ave/S Pastoria Ave & El Camino Real Existing Timing HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 118 1074 113 280 1079 47 120 137 174 77 198 72 Future Volume (vph) 118 1074 113 280 1079 47 120 137 174 77 198 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.9 3.7 4.9 3.7 4.2 3.7 4.2 4.2 Lane Util. Factor 1.00 0.91 0.97 0.91 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.92 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 4987 3433 5050 1770 3168 1770 3539 1524 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 4987 3433 5050 1770 3168 1770 3539 1524 Peak-hour factor, PHF 0.92 0.92 0.92 0.97 0.97 0.97 0.84 0.84 0.84 0.85 0.85 0.85 Adj. Flow (vph) 128 1167 123 289 1112 48 143 163 207 91 233 85 RTOR Reduction (vph) 0 7 0 0 3 0 0 130 0 0 0 66
Lane Group Flow (vph) 128 1283 0 289 1157 0 143 240 0 91 233 19 Confl. Peds. (#/hr) 42 6 21 22
Confl. Bikes (#/hr) 4 3 10 6
Turn Type Prot NA Prot NA Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 4
Actuated Green, G (s) 16.7 44.3 17.1 44.7 16.5 29.3 14.2 27.0 27.0 Effective Green, g (s) 16.7 44.3 17.1 44.7 16.5 29.3 14.2 27.0 27.0 Actuated g/C Ratio 0.14 0.36 0.14 0.37 0.14 0.24 0.12 0.22 0.22 Clearance Time (s) 3.7 4.9 3.7 4.9 3.7 4.2 3.7 4.2 4.2
Vehicle Extension (s) 2.5 4.0 2.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 243 1819 483 1859 240 764 207 787 338 v/s Ratio Prot 0.07 c0.26 0.08 c0.23 c0.08 c0.08 0.05 0.07 v/s Ratio Perm 0.01
v/c Ratio 0.53 0.71 0.60 0.62 0.60 0.31 0.44 0.30 0.06
Uniform Delay, d1 48.7 33.0 48.9 31.4 49.3 37.8 49.9 39.3 37.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 1.4 1.3 0.7 2.6 0.1 0.5 0.1 0.0 Delay (s) 50.2 34.3 50.3 32.2 52.0 37.9 50.4 39.4 37.2
Level of Service D C D C D D D D D
Approach Delay (s) 35.8 35.8 41.8 41.4
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay 37.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 121.4 Sum of lost time (s) 16.5 Intersection Capacity Utilization 86.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
Attachment 3
320: S Wolfe Rd & El Camino Real Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 91 850 389 344 791 194 298 478 84 127 497 91 Future Volume (vph) 91 850 389 344 791 194 298 478 84 127 497 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.5 4.0 4.0 4.0 4.0 4.0 3.5 4.0 4.0 4.5 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.96 1.00 1.00 0.97 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 5085 1544 3433 5085 1514 3433 3539 1537 1770 5085 1545 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1770 5085 1544 3433 5085 1514 3433 3539 1537 1770 5085 1545 Peak-hour factor, PHF 0.84 0.84 0.84 0.89 0.89 0.89 0.89 0.89 0.89 0.93 0.93 0.93 Adj. Flow (vph) 108 1012 463 387 889 218 335 537 94 137 534 98 RTOR Reduction (vph) 0 0 309 0 0 133 0 0 72 0 0 78
Lane Group Flow (vph) 108 1012 154 387 889 85 335 537 22 137 534 20 Confl. Peds. (#/hr) 11 22 16 14
Confl. Bikes (#/hr) 2 2 2
Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 1 6 5 2 3 8 7 4
Permitted Phases 6 2 8 4
Actuated Green, G (s) 13.0 40.8 40.8 19.8 48.1 48.1 22.0 28.3 28.3 17.5 24.8 24.8 Effective Green, g (s) 13.0 40.8 40.8 19.8 48.1 48.1 22.0 28.3 28.3 17.5 24.8 24.8 Actuated g/C Ratio 0.11 0.33 0.33 0.16 0.39 0.39 0.18 0.23 0.23 0.14 0.20 0.20 Clearance Time (s) 3.5 4.0 4.0 4.0 4.0 4.0 3.5 4.0 4.0 4.5 4.0 4.0 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 187 1688 512 553 1990 592 614 814 353 252 1026 311 v/s Ratio Prot 0.06 c0.20 c0.11 0.17 0.10 c0.15 0.08 c0.11 v/s Ratio Perm 0.10 0.06 0.01 0.01
v/c Ratio 0.58 0.60 0.30 0.70 0.45 0.14 0.55 0.66 0.06 0.54 0.52 0.06 Uniform Delay, d1 52.3 34.2 30.5 48.7 27.6 24.1 45.9 42.9 36.9 49.0 43.7 39.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.7 0.5 3.1 0.2 0.2 0.5 1.5 0.0 1.3 0.2 0.0 Delay (s) 55.0 34.9 30.9 51.9 27.8 24.3 46.4 44.4 37.0 50.3 44.0 39.7 Level of Service E C C D C C D D D D D D
Approach Delay (s) 35.1 33.5 44.4 44.5
Approach LOS D C D D
Intersection Summary
HCM 2000 Control Delay 38.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 122.9 Sum of lost time (s) 16.5 Intersection Capacity Utilization 77.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
Attachment 3
471: Cezanne Dr & El Camino Real Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 118 1220 32 66 1155 41 22 34 35 120 41 182 Future Volume (vph) 118 1220 32 66 1155 41 22 34 35 120 41 182 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.1 5.1 5.1 5.1 4.7 4.7 4.7 4.7
Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 1.00 1.00 0.99 0.95 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.99 0.95 1.00 1.00
Satd. Flow (prot) 1770 5052 1770 5053 1720 1745 1863 1545 Flt Permitted 0.95 1.00 0.95 1.00 0.93 0.61 1.00 1.00
Satd. Flow (perm) 1770 5052 1770 5053 1615 1127 1863 1545 Peak-hour factor, PHF 0.98 0.98 0.98 0.91 0.91 0.91 0.78 0.78 0.78 0.83 0.83 0.83 Adj. Flow (vph) 120 1245 33 73 1269 45 28 44 45 145 49 219 RTOR Reduction (vph) 0 2 0 0 2 0 0 19 0 0 0 169
Lane Group Flow (vph) 120 1276 0 73 1312 0 0 98 0 145 49 50 Confl. Peds. (#/hr) 40 9 12 18 18 12
Confl. Bikes (#/hr) 3 1 1
Turn Type Prot NA Prot NA Perm NA Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 4 4
Actuated Green, G (s) 14.6 81.3 11.9 78.6 31.9 31.9 31.9 31.9 Effective Green, g (s) 14.6 81.3 11.9 78.6 31.9 31.9 31.9 31.9 Actuated g/C Ratio 0.10 0.58 0.09 0.56 0.23 0.23 0.23 0.23 Clearance Time (s) 5.1 5.1 5.1 5.1 4.7 4.7 4.7 4.7
Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 184 2933 150 2836 367 256 424 352
v/s Ratio Prot c0.07 0.25 0.04 c0.26 0.03
v/s Ratio Perm 0.06 c0.13 0.03
v/c Ratio 0.65 0.44 0.49 0.46 0.27 0.57 0.12 0.14
Uniform Delay, d1 60.3 16.5 61.1 18.2 44.5 47.9 42.9 43.1 Progression Factor 0.68 1.65 0.73 0.67 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.8 0.4 0.6 0.4 0.1 1.7 0.0 0.1
Delay (s) 45.7 27.5 45.4 12.5 44.6 49.6 42.9 43.2
Level of Service D C D B D D D D
Approach Delay (s) 29.0 14.2 44.6 45.4
Approach LOS C B D D
Intersection Summary
HCM 2000 Control Delay 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 14.9 Intersection Capacity Utilization 87.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
Attachment 3
600: El Camino Real & Maria Ln Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 117 1120 41 68 996 127 28 27 39 132 18 103 Future Volume (vph) 117 1120 41 68 996 127 28 27 39 132 18 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.1 5.4 5.1 5.4 4.0 4.0 4.6 4.6
Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.96 1.00
Satd. Flow (prot) 1770 5052 1770 4974 1815 1546 1767 1558 Flt Permitted 0.95 1.00 0.95 1.00 0.77 1.00 0.70 1.00
Satd. Flow (perm) 1770 5052 1770 4974 1431 1546 1295 1558 Peak-hour factor, PHF 0.89 0.89 0.89 0.95 0.95 0.95 0.78 0.78 0.78 0.86 0.86 0.86 Adj. Flow (vph) 131 1258 46 72 1048 134 36 35 50 153 21 120 RTOR Reduction (vph) 0 3 0 0 10 0 0 0 41 0 0 98
Lane Group Flow (vph) 131 1301 0 72 1172 0 0 71 9 0 174 22 Confl. Peds. (#/hr) 3 10 3 11 11 4
Confl. Bikes (#/hr) 5 1
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Actuated Green, G (s) 14.0 62.1 16.7 64.8 21.7 21.7 21.1 21.1 Effective Green, g (s) 14.0 62.1 16.7 64.8 21.7 21.7 21.1 21.1 Actuated g/C Ratio 0.12 0.54 0.15 0.56 0.19 0.19 0.18 0.18 Clearance Time (s) 5.1 5.4 5.1 5.4 4.0 4.0 4.6 4.6
Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 215 2728 257 2802 270 291 237 285
v/s Ratio Prot c0.07 c0.26 0.04 c0.24
v/s Ratio Perm 0.05 0.01 c0.13 0.01
v/c Ratio 0.61 0.48 0.28 0.42 0.26 0.03 0.73 0.08
Uniform Delay, d1 47.9 16.4 43.8 14.3 39.8 38.1 44.3 38.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.3 0.6 0.2 0.5 0.2 0.0 9.7 0.0
Delay (s) 51.2 17.0 44.0 14.8 40.0 38.1 54.0 38.9
Level of Service D B D B D D D D
Approach Delay (s) 20.1 16.5 39.2 47.9
Approach LOS C B D D
Intersection Summary
HCM 2000 Control Delay 22.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 115.0 Sum of lost time (s) 15.1 Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
Attachment 3
690: S Mary Ave & El Camino Real Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 242 1061 134 163 1119 152 119 170 105 175 188 195 Future Volume (vph) 242 1061 134 163 1119 152 119 170 105 175 188 195 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.4 3.7 4.4 3.7 4.6 3.7 4.6
Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.98 1.00 0.94 1.00 0.92
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 4981 1770 4977 1770 3304 1770 3233 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 4981 1770 4977 1770 3304 1770 3233 Peak-hour factor, PHF 0.94 0.94 0.94 0.96 0.96 0.96 0.90 0.90 0.90 0.88 0.88 0.88 Adj. Flow (vph) 257 1129 143 170 1166 158 132 189 117 199 214 222 RTOR Reduction (vph) 0 8 0 0 9 0 0 61 0 0 121 0
Lane Group Flow (vph) 257 1264 0 170 1315 0 132 245 0 199 315 0 Confl. Peds. (#/hr) 18 15 3 8
Confl. Bikes (#/hr) 3 7 2
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases
Actuated Green, G (s) 24.5 49.0 18.7 43.2 16.5 18.7 20.7 22.9 Effective Green, g (s) 24.5 49.0 18.7 43.2 16.5 18.7 20.7 22.9 Actuated g/C Ratio 0.20 0.40 0.15 0.35 0.13 0.15 0.17 0.19 Clearance Time (s) 3.7 4.4 3.7 4.4 3.7 4.6 3.7 4.6
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 351 1976 268 1740 236 500 296 599
v/s Ratio Prot c0.15 0.25 0.10 c0.26 0.07 0.07 c0.11 c0.10 v/s Ratio Perm
v/c Ratio 0.73 0.64 0.63 0.76 0.56 0.49 0.67 0.53
Uniform Delay, d1 46.4 30.1 49.2 35.5 50.1 48.0 48.2 45.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.7 0.7 4.8 1.9 2.9 0.8 5.9 0.8
Delay (s) 54.1 30.8 54.0 37.4 53.0 48.8 54.1 46.2
Level of Service D C D D D D D D
Approach Delay (s) 34.7 39.3 50.0 48.7
Approach LOS C D D D
Intersection Summary
HCM 2000 Control Delay 40.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 123.5 Sum of lost time (s) 16.4 Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
Attachment 3
700: S Sunnyvale Ave & Old San Francisco Rd Existing Timing HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 125 418 161 98 441
Future Volume (vph) 0 125 418 161 98 441
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.7 4.6 3.7 3.7
Lane Util. Factor 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 0.98 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 0.86 0.96 1.00 1.00
Flt Protected 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1611 3339 1770 3539
Flt Permitted 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1611 3339 1770 3539
Peak-hour factor, PHF 0.80 0.80 0.92 0.92 0.89 0.89
Adj. Flow (vph) 0 156 454 175 110 496
RTOR Reduction (vph) 0 129 47 0 0 0
Lane Group Flow (vph) 0 27 582 0 110 496
Confl. Peds. (#/hr) 27
Confl. Bikes (#/hr) 9
Turn Type Over NA Prot NA
Protected Phases 3 4 3 3 4
Permitted Phases
Actuated Green, G (s) 11.9 49.8 11.9 70.0
Effective Green, g (s) 11.9 49.8 11.9 65.4
Actuated g/C Ratio 0.17 0.71 0.17 0.93
Clearance Time (s) 3.7 4.6 3.7
Vehicle Extension (s) 3.0 6.0 3.0
Lane Grp Cap (vph) 273 2375 300 3306
v/s Ratio Prot 0.02 c0.17 c0.06 0.14
v/s Ratio Perm
v/c Ratio 0.10 0.24 0.37 0.15
Uniform Delay, d1 24.5 3.5 25.7 0.2
Progression Factor 1.00 0.45 1.00 1.00
Incremental Delay, d2 0.2 0.2 0.8 0.0
Delay (s) 24.7 1.8 26.5 0.2
Level of Service C A C A
Approach Delay (s) 24.7 1.8 5.0
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 5.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.27
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.3 Intersection Capacity Utilization 39.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
Attachment 3
762: Sunnyvale Saratoga Rd/S Sunnyvale Ave & El Camino Real Existing Timing HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 153 1076 109 152 1142 136 224 300 134 214 179 80 Future Volume (vph) 153 1076 109 152 1142 136 224 300 134 214 179 80 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 3.7 4.4 3.7 4.4 3.7 4.1 3.7 4.1
Lane Util. Factor 0.97 0.91 1.00 0.91 1.00 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.95 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3433 4994 1770 4970 1770 3313 3433 3316 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 3433 4994 1770 4970 1770 3313 3433 3316 Peak-hour factor, PHF 0.93 0.93 0.93 0.92 0.92 0.92 0.86 0.86 0.86 0.94 0.94 0.94 Adj. Flow (vph) 165 1157 117 165 1241 148 260 349 156 228 190 85 RTOR Reduction (vph) 0 8 0 0 9 0 0 41 0 0 38 0
Lane Group Flow (vph) 165 1266 0 165 1380 0 260 464 0 228 237 0 Confl. Peds. (#/hr) 25 34 35 37
Confl. Bikes (#/hr) 3 3 13 5
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 1 6 5 2 3 8 7 4
Permitted Phases
Actuated Green, G (s) 12.6 51.5 18.3 57.2 21.3 34.9 19.4 33.0 Effective Green, g (s) 12.6 51.5 18.3 57.2 21.3 34.9 19.4 33.0 Actuated g/C Ratio 0.09 0.37 0.13 0.41 0.15 0.25 0.14 0.24 Clearance Time (s) 3.7 4.4 3.7 4.4 3.7 4.1 3.7 4.1
Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 3.0 2.0 3.0
Lane Grp Cap (vph) 308 1837 231 2030 269 825 475 781
v/s Ratio Prot 0.05 c0.25 0.09 c0.28 c0.15 c0.14 c0.07 0.07 v/s Ratio Perm
v/c Ratio 0.54 0.69 0.71 0.68 0.97 0.56 0.48 0.30
Uniform Delay, d1 60.9 37.5 58.3 33.9 59.0 45.9 55.6 44.0 Progression Factor 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 2.1 7.8 1.7 45.0 0.9 0.3 0.2
Delay (s) 61.8 39.6 67.0 35.7 104.0 46.8 55.9 44.3
Level of Service E D E D F D E D
Approach Delay (s) 42.1 39.1 66.2 49.5
Approach LOS D D E D
Intersection Summary
HCM 2000 Control Delay 46.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.9 Intersection Capacity Utilization 87.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
Attachment 3
822: El Camino Real & S Murphy Ave Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 11
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 110 1231 1361 79 0 123
Future Volume (vph) 110 1231 1361 79 0 123
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 3.7 4.4 4.4 4.4 3.7
Lane Util. Factor 1.00 0.86 0.91 1.00 1.00
Frpb, ped/bikes 1.00 1.00 1.00 0.96 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.85 0.86
Flt Protected 0.95 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1770 6408 5085 1521 1611
Flt Permitted 0.95 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1770 6408 5085 1521 1611
Peak-hour factor, PHF 0.97 0.97 0.95 0.95 0.88 0.88
Adj. Flow (vph) 113 1269 1433 83 0 140
RTOR Reduction (vph) 0 0 0 18 0 63
Lane Group Flow (vph) 113 1269 1433 65 0 77
Confl. Peds. (#/hr) 11
Confl. Bikes (#/hr) 4
Turn Type Prot NA NA Perm Perm
Protected Phases 4 2 4 6
Permitted Phases 6 4
Actuated Green, G (s) 10.8 70.0 51.1 51.1 10.8
Effective Green, g (s) 10.8 66.3 51.1 51.1 10.8
Actuated g/C Ratio 0.15 0.95 0.73 0.73 0.15
Clearance Time (s) 3.7 4.4 4.4 3.7
Vehicle Extension (s) 2.0 4.0 4.0 2.0
Lane Grp Cap (vph) 273 6069 3712 1110 248
v/s Ratio Prot c0.06 0.20 c0.28
v/s Ratio Perm 0.04 0.05
v/c Ratio 0.41 0.21 0.39 0.06 0.31
Uniform Delay, d1 26.7 0.1 3.6 2.7 26.3
Progression Factor 1.00 1.00 0.70 0.26 1.00
Incremental Delay, d2 0.4 0.0 0.2 0.1 0.3
Delay (s) 27.1 0.1 2.7 0.8 26.5
Level of Service C A A A C
Approach Delay (s) 2.3 2.6 26.5
Approach LOS A A C
Intersection Summary
HCM 2000 Control Delay 3.6 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.39
Actuated Cycle Length (s) 70.0 Sum of lost time (s) 8.1 Intersection Capacity Utilization 41.6% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
Attachment 3
832: Henderson Ave & El Camino Real Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 97 1099 40 365 1052 98 79 13 109 105 14 62 Future Volume (vph) 97 1099 40 365 1052 98 79 13 109 105 14 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 6.4 4.2 6.4 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.96 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 0.98 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.96 1.00 0.96 1.00
Satd. Flow (prot) 1770 5045 1770 4998 1756 1520 1746 1524 Flt Permitted 0.95 1.00 0.95 1.00 0.61 1.00 0.63 1.00
Satd. Flow (perm) 1770 5045 1770 4998 1114 1520 1147 1524 Peak-hour factor, PHF 0.95 0.95 0.95 0.94 0.94 0.94 0.87 0.87 0.87 0.92 0.92 0.92 Adj. Flow (vph) 102 1157 42 388 1119 104 91 15 125 114 15 67 RTOR Reduction (vph) 0 3 0 0 7 0 0 0 97 0 0 52
Lane Group Flow (vph) 102 1196 0 388 1216 0 0 106 28 0 129 15 Confl. Peds. (#/hr) 20 14 25 29 29 25
Confl. Bikes (#/hr) 6 2 2
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Actuated Green, G (s) 20.8 47.4 38.3 64.9 29.5 29.5 29.5 29.5 Effective Green, g (s) 20.8 47.4 38.3 64.9 29.5 29.5 29.5 29.5 Actuated g/C Ratio 0.16 0.36 0.29 0.50 0.23 0.23 0.23 0.23 Clearance Time (s) 4.2 6.4 4.2 6.4 4.2 4.2 4.2 4.2
Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 283 1839 521 2495 252 344 260 345
v/s Ratio Prot 0.06 c0.24 c0.22 0.24
v/s Ratio Perm 0.10 0.02 c0.11 0.01
v/c Ratio 0.36 0.65 0.74 0.49 0.42 0.08 0.50 0.04
Uniform Delay, d1 48.7 34.4 41.4 21.5 42.9 39.6 43.8 39.2 Progression Factor 0.61 0.54 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 1.6 5.0 0.7 0.4 0.0 0.5 0.0
Delay (s) 30.1 20.2 46.5 22.2 43.4 39.6 44.3 39.3
Level of Service C C D C D D D D
Approach Delay (s) 20.9 28.1 41.3 42.6
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 27.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 14.8 Intersection Capacity Utilization 84.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
Attachment 3
892: Poplar Ave & El Camino Real Existing Timing
HCM Signalized Intersection Capacity Analysis Weekend Off-Peak Kimley Horn Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 141 1203 35 104 1078 34 44 12 36 51 14 66 Future Volume (vph) 141 1203 35 104 1078 34 44 12 36 51 14 66 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 6.4 5.0 6.4 5.0 5.0 5.0 5.0
Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Frt 1.00 1.00 1.00 1.00 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.96 1.00 0.96 1.00
Satd. Flow (prot) 1770 5054 1770 5053 1786 1536 1776 1557 Flt Permitted 0.95 1.00 0.95 1.00 0.73 1.00 0.73 1.00
Satd. Flow (perm) 1770 5054 1770 5053 1361 1536 1355 1557 Peak-hour factor, PHF 0.93 0.93 0.93 0.94 0.94 0.94 0.70 0.70 0.70 0.78 0.78 0.78 Adj. Flow (vph) 152 1294 38 111 1147 36 63 17 51 65 18 85 RTOR Reduction (vph) 0 2 0 0 2 0 0 0 40 0 0 67
Lane Group Flow (vph) 152 1330 0 111 1181 0 0 80 11 0 83 18 Confl. Peds. (#/hr) 18 17 5 13 13 5
Confl. Bikes (#/hr) 5 2 5
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 4 4
Permitted Phases 4 4 4 4
Actuated Green, G (s) 16.1 72.1 13.3 69.3 28.2 28.2 28.2 28.2 Effective Green, g (s) 16.1 72.1 13.3 69.3 28.2 28.2 28.2 28.2 Actuated g/C Ratio 0.12 0.55 0.10 0.53 0.22 0.22 0.22 0.22 Clearance Time (s) 5.0 6.4 5.0 6.4 5.0 5.0 5.0 5.0
Vehicle Extension (s) 2.0 4.0 2.0 4.0 2.0 2.0 2.0 2.0
Lane Grp Cap (vph) 219 2803 181 2693 295 333 293 337
v/s Ratio Prot c0.09 c0.26 0.06 0.23
v/s Ratio Perm 0.06 0.01 c0.06 0.01
v/c Ratio 0.69 0.47 0.61 0.44 0.27 0.03 0.28 0.05
Uniform Delay, d1 54.6 17.5 55.9 18.5 42.3 40.1 42.5 40.3 Progression Factor 1.00 1.00 1.58 0.38 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.5 0.6 3.9 0.5 0.2 0.0 0.2 0.0
Delay (s) 62.1 18.1 92.3 7.4 42.5 40.2 42.7 40.4
Level of Service E B F A D D D D
Approach Delay (s) 22.6 14.7 41.6 41.5
Approach LOS C B D D
Intersection Summary
HCM 2000 Control Delay 21.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.4 Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
Attachment 3
Feasibility of Acquiring Control on El Camino Real – Final Report January 2022
Appendix G
Field Summaries
Attachment 3
4 1
1 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 YES
8 YES
2 4
12 18 LOCATION:
NW NE SW SE
ADA?: YES YES YES YES
19 1 20
14 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE NE SW SW SE
LUMINAIRE: LED LED LED LED LED LED
WATTS: 137 103 87 87 103 103
TYPE:
ACTIVE:
MAKER:
TYPE:
Agency:
Intersection Name:
N/S Street Name:
E/W Street Name:
Caltrans - City of Sunnyvale
El Camino Real & Bernardo Avenue
Bernardo Avenue
El Camino Real
2", 3" & 1" to poles
PVC, rigid to poles
GOOD
GOOD
Dual Vehicle Heads:
#8" Vehicle Heads:
TOTAL Vehicle Heads:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
NONE EMTRAC NONE
NO YES NO
CCTV
LOCATION:
COMMENTS:
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
COMMENTS:
Main Street Stop Bar: GOOD
INDUCTIVE LOOPS
Side Street Advance:
NO
NO
PREEMPTION
RAILROAD EMERGENCY TRANSIT
Side Street Stop Bar: GOOD
Side Street Stop Bar:
Main Street Advance: YES
N/A
Main Street Advance: GOOD
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
NONE
LANE-BY-LANE DETECTION
Main Street Stop Bar:
# PORTS AVAILABLE:
# PORTS IN USE:
# OF SIC CABLES FOUND:
Sierra Wireless Cell Modem
SIC Media Type: CELLULAR
COMMENTS: Detection can be separated by lane if C11 cable is installed and jumpers removed from I/J files
Side Street Stop Bar:
Main Street Advance:
Side Street Advance:
Type Brand/Model
N/A
N/A
N/A
N/A
INDUCTIVE LOOPS
INDUCTIVE LOOPS
Side Street Advance: GOOD
CONDITION OF DETECTION
VEHICLE DETECTION
PED PPB ADA VENDOR: CAMPBELL
Brand: Safetran ATC (Econolite)
ALPHA
Model/Brand: EDI 210
BATTERY BACKUPIP Address: 192.168.13.100
Main Street Stop Bar:
EXISTING GPS TIME SOURCE UNIT:
Traffic Signal Controller Type: 2070-1E CPU
NW
332
Traffic Controller Info:
Traffic Signal Equipment Field Assessment
COMMUNICATION
172.25.16.120
COMMENTS:
Date: 3/3/2021
Intersection ID: SCL-082-118.142
Surveyor: Clara W
Firmware Version:
Switch Hardware:
Device IP Address:
2.23 Firmware Type: TSCP
TRAFFIC CABINET INFORMATION
Cabinet Type:
Cabinet Intersection Location:
# PED Phases:
PEDESTRIAN CURB RAMPS
COMMENTS:
Confirmed visually
#12" Vehicle Heads:
TRAFFIC SIGNAL FIELD EQUIPMENT
CALTRANS ATMS KITS
PEDESTRIAN DETECTION
# PED Signal Heads: PED Head Countdown?
# 2" Type B/C PPB: Are PPB ADA?
# PED DETECTOR CARDS:
Attachment 3
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE: BACK OF CABINET IMAGE:
Attachment 3
2 Brand: # Batteries: 0
Signal Monitor/MMU:
8 NO
9 NO
2 4
10 13 LOCATION: NW NE SW SE
ADA?: NO NO NO NO
6 10 16
12 INTERSECTION SAFETY LIGHTING
LOCATION: W MEDIANW MEDIAN
LUMINAIRE: LED LED
WATTS: 137x2 137x2
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Rebuild intersection, pull boxes are old and full and equipment is outdated and dipilated
1.5" & 2"
PVC/Rigid
FAIR
FAIR
Side Street Stop Bar:
Main Street Advance: FAIR
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
No tactile domes, slopes were not measured
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
OTHER
Main Street Advance: INDUCTIVE LOOPS N/A
Main Street Stop Bar: INDUCTIVE LOOPS N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS N/A # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases: McCain
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP MYERS
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS: 2 SIC COPPER CABLES TERMINATED Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NW Switch Hardware:Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor:Grape Avenue-Driveway
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/3/2021
Intersection ID: SCL-082-17.951
Caltrans - City of Sunnyvale
El Camino Real & Grape Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 NO
8 NO
2 4
14 22 LOCATION:
NW NE SW SE
ADA?: NO NO NO NO
18 2 20
10 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE SW SE
LUMINAIRE: LED LED LED LED
WATTS: 137 137 137 137
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance:
COMMENTS: Main Street Advance detection are tied to same detector, may not be able to be separated without physically installed new loop(s).
Stop Bar detection can be separated by lane if C11 cable is installed and jumpers removed from I/J files.
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Multiple chipped pull boxes
1.5", 2", 3"
PVC & Rigid
GOOD
FAIR
Side Street Stop Bar:
Main Street Advance:
Side Street Advance: NO
CONDITION OF DETECTION
COMMENTS:
No tactile domes, slopes were not measured
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: NO
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: INDUCTIVE LOOPS N/A
Main Street Stop Bar: INDUCTIVE LOOPS N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS N/A # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: INDUCTIVE LOOPS N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP ALPHA
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS: ONE (1) SIC CABLE FOUND AND TERMINATED Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor:S Mary Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/3/2021
Intersection ID: SCL-082-17.690
Caltrans - City of Sunnyvale
El Camino Real & S Mary Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 NO
9 NO
2 4
LOCATION:
NW SW NE SE
ADA?: NO YES NO NO
10 0
6 16
13 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE SW SE
LUMINAIRE: LED LED LED LED
WATTS: 183 137 137 183
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
N/A LOCATION:
COMMENTS: No CCTV Installed
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS: Stop Left Turn on Main Street are installed but not separated by lane. Also to be in Good condition.
Left Turn detectors can be separated by lane, and more channels can be added to intersection if C11 cable is installed and jumpers are removed from I/J files. # Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Side Street Stop Bar: GOOD
Main Street Advance: GOOD
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: NO
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: INDUCTIVE LOOPS N/A
Main Street Stop Bar: NONE N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS N/A # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP MYERS
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS: Only one SIC cable found is terminated. Cable appears to be heading towards El Camino/Mathilda
Firmware Type: TSCP
Firmware Version: 2.22
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.108 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MHollenbeck Avenue-Pastoria Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/4/2021
Intersection ID: SCL-082-17.260
Caltrans - City of Sunnyvale
El Camino Real & Hollenbeck Avenue-Pastoria Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: 4
Signal Monitor/MMU:
2 NO
2 NO
1 1
1 1 LOCATION:
NW NE
ADA?: NO NO
2 1
1 4
6 INTERSECTION SAFETY LIGHTING
LOCATION: W MEDIAN
LUMINAIRE: LED
WATTS: 137
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
NO LOCATION:
COMMENTS: NO CCTV CAMERA.
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS: DETECTION IS ONLY FOR STOP BAR LEFT TURN PHASE 4. IT IS ONLY A 2 PHASE INTERSECTION.
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Side Street Stop Bar: N/A
Main Street Advance: N/A
Side Street Advance: N/A
CONDITION OF DETECTION
TOTAL Vehicle Heads:#8" Vehicle Heads:
Dual Vehicle Heads:#12" Vehicle Heads:
COMMENTS:
Side Street Stop Bar: N/A
Main Street Advance: N/A
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: ONLY LEFT TURN PHASE 4
Main Street Stop Bar: GOOD TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: NONE N/A
Main Street Stop Bar: INDUCTIVE LOOPS N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: NONE N/A # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP ALPHA
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS: ONE SIC CABLE FOUND, CABLE HEAD TO SUNNYVALE SARATOGA.
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.97 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MS Murphy Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/4/2021
Intersection ID: SCL-082-16.822
Caltrans - City of Sunnyvale
El Camino Real & S Murphy Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
2 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 NO
8 YES
2 4
17 27 LOCATION:
NW NE SW SE
ADA?: YES YES YES YES
20 0
0 20
12 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE SW SE
LUMINAIRE: LED LED LED LED
WATTS: 137 137 103 103
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
N/A LOCATION:
COMMENTS:
242 DETECTOR CARD NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS: IF C11 CABLE IS INSTALLED AND JUMPERS REMOVED FROM I/J FILE IN CABINET, STOP BAR DETECTION WILL BE SEPARATED BY LANE. # Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
2", 3"
Side Street Stop Bar: GREAT
Main Street Advance: GREAT
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: GREAT TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
CAMPBELL
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: INDUCTIVE LOOPS # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP ALPHA
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC Econolite COMMENTS: TWO SIC CABLED FOUND AND TERMINATED. CABLES HEAD TO EL CAMINO/MURPHY AND EL CAMINO/CEZANNE.
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.117 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MS Sunnyvale Avenue-Sunnyvale Saratoga Road El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/4/2021
Intersection ID: SCL-082-16.762
Caltrans - City of Sunnyvale
El Camino Real & S Sunnyvale Avenue-Sunnyvale Saratoga Road Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
2 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 NO
10 NO
2 4
6 LOCATION:
NW NE SW SE
ADA?: NO NO NO NO
8 0
11 19
10 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE SW SE
LUMINAIRE: LED LED LED LED
WATTS: 183 183 183 183
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
N/A LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance:
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
1.5", 2", 2.5", 3"
Rigid
POOR
POOR
Side Street Stop Bar:
Main Street Advance:
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: NONE # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP ALPHA
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC Econolite COMMENTS: Two (2) SIC copper cables terminated.
One cable head towards El Camino/Sunnyvale Saratoga and the other heads towards El Camino/Fair OaksFirmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: SE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.106 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MCezanne Drive
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/4/2021
Intersection ID: SCL-082-16.700
Caltrans - City of Sunnyvale
El Camino Real & Cezanne Drive
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 YES
8 YES
2 4
11 LOCATION:
NW NE SW SE
ADA?: YES NO NO NO
15 6 21
12 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE NE SW SE SE
LUMINAIRE: LED LED LED LED LED LED
WATTS: 180 180 183 183 183 183
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
NONE LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: GOOD
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Need to replace home run pull box
2", 3"
PVC & Rigid
FAIR
FAIR
Side Street Stop Bar: GOOD
Main Street Advance: GOOD
Side Street Advance: YES
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: NO
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
POLARA
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: NONE # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: INDUCTIVE LOOPS
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP DIMENSIONS
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS:
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Clara WFair Oaks Avenue-Remington Drive
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/17/2021
Intersection ID: SCL-082-16.160
Caltrans - City of Sunnyvale
El Camino Real & Fair Oaks Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
0 Brand:
# Batteries: N/A
Signal Monitor/MMU:
8 NO
8 YES
2 4
10 12 LOCATION:
NW NE SW SE
ADA?: YES YES YES YES
19 19
INTERSECTION SAFETY LIGHTING
LOCATION: NW NE NE SW SE
LUMINAIRE: LED LED LED LED LED
WATTS: 103 183 183 183 183
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
NONE LOCATION:
COMMENTS:
NONE NONE
ACTIVE BY
APPROACH: N/A N/A N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO NO NO
NONE
Side Street Advance: N/A
COMMENTS: Stop bar detection can be lane -by-lane if C11 cable is installed and jumpers are removed.
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
One pull box was very broken, that and others may need to be replaced. 2", 3"
PVC & Rigid
GREAT
GOOD
Side Street Stop Bar: GOOD
Main Street Advance: GOOD
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: GOOD TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
CAMPBELL
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: INDUCTIVE LOOPS # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP N/A
Model/Brand: EDI 210C EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS:
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: SW Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.109 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Clara WMaria Lane
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/21/2021
Intersection ID: SCL-082-15.600
Caltrans - City of Sunnyvale
El Camino Real & Maria Lane
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: N/A
Signal Monitor/MMU:
8 YES
8 YES
2 4
13 24 LOCATION:
NW NE SW SE
ADA?: YES YES YES YES
21 21
12 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE NE SW SW SE
LUMINAIRE: LED LED LED LED LED LED
WATTS: 103 103 87 183 103 103
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
NONE LOCATION:
COMMENTS:
NONE NONE
ACTIVE BY
APPROACH: N/A N/A N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO NO NO
NONE
Side Street Advance: N/A
COMMENTS: Stop bar detection can be lane -by-lane if C11 cable is installed and jumpers are removed.
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
2" & 3"
PVC & rigid
GOOD
GOOD
Side Street Stop Bar: GOOD
Main Street Advance: GOOD
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: GOOD TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
CAMPBELL
Main Street Advance: INDUCTIVE LOOPS N/A
Main Street Stop Bar: INDUCTIVE LOOPS N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS N/A # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP UNKNOWN
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: McCain GPS Puck Traffic Controller Info: Brand: McCain COMMENTS:
Firmware Type: 170
Firmware Version: Q7 MOD
IP Address: N/A
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 170 Device IP Address: # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Clara WS Wolfe Road
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/21/2021
Intersection ID: SCL-082-15.320
Caltrans - City of Sunnyvale
El Camino Real & S Wolfe Road
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
0 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 YES
8 NO
2 3
6 LOCATION:
NW NE SW SE
ADA?: NO NO NO NO
6 1
8 15
14 INTERSECTION SAFETY LIGHTING
LOCATION: E MEDIAN W MEDIAN
LUMINAIRE: LED LED
WATTS: 2 x 183 2 x 183
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
N/A LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
2.5", 1" to PPB
RIGID
FAIR
FAIR
Side Street Stop Bar: FAIR
Main Street Advance: GOOD
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS: Phase 4 is N and S.
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: YES
Main Street Advance: NO
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: INDUCTIVE LOOPS LOOPS
Main Street Stop Bar: NONE N/A # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP UNKNOWN
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS:
Firmware Type: TSCP
Firmware Version: 2.22
IP Address: 192.168.13.100
Cabinet Intersection Location: SE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.86 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MPoplar Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/17/2021
Intersection ID: SCL-082-14.892
Caltrans - City of Sunnyvale
El Camino Real & Poplar Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
0 Brand:
# Batteries: 4
Signal Monitor/MMU:
8 YES
8 YES
2 4
10 15 LOCATION:
NW NE SW SE E MEDIAN W MEDIAN
ADA?: YES YES YES YES YES YES
18 18
16 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE NE SW SW SE
LUMINAIRE: LED LED LED LED LED LED
WATTS: 103 87 87 87 87 103
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
LOCATION:
COMMENTS:
EMTRAC NONE
ACTIVE BY
APPROACH: N/A N/S/E/W N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO YES NO
NONE
Side Street Advance: N/A
COMMENTS: ALL DETECTION CAN BE SEPARATED BY LANE IF C11 IS INSTALLED AND JUMPERS ARE REMOVED FROM I/J FILE WITHIN CABINET.
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
2" & 3"
PVC, rigid
GOOD
GOOD
Side Street Stop Bar: GREAT
Main Street Advance: GREAT
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: NO
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: GREAT TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
CAMPBELL
Main Street Advance: INDUCTIVE LOOPS LOOPS
Main Street Stop Bar: INDUCTIVE LOOPS LOOPS # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE N/A
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP ALPHA
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS:
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NW Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.85 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MHenderson Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/17/2021
Intersection ID: SCL-082-14.832
Caltrans - City of Sunnyvale
El Camino Real & Henderson Avenue
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
1 Brand: # Batteries: 4
Signal Monitor/MMU:
2 YES
2 YES
1 1
4 7 LOCATION: NW SW NE
ADA?: YES YES YES
0 INTERSECTION SAFETY LIGHTING
LOCATION: NW NE SW SE
LUMINAIRE: LED LED LED LED
WATTS: 87 87 87 87
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
NONE LOCATION:
COMMENTS:
NONE NONE
ACTIVE BY
APPROACH: N/A N/A N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO NO NO
NONE
Side Street Advance: N/A
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
2" & 3"
PVC & rigid
GOOD
GOOD
Side Street Stop Bar: N/A
Main Street Advance: GOOD
Side Street Advance: N/A
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: N/A
Main Street Advance: YES
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: N/A
Main Street Stop Bar: N/A TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
CAMPBELL
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: NONE # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: NONE # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP MYERS
Model/Brand: EDI 210E EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC (Econolite) COMMENTS:
Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: NE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Clara WHelen Avenue
El Camino Real
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/17/2021
Intersection ID:
Caltrans - City of Sunnyvale
El Camino Real & Helen Avenue (HAWK)
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
4 1
1 Brand:
# Batteries: N/A
Signal Monitor/MMU:
2 YES
2 NO
1 1
6 LOCATION:
NE SE
ADA?: YES YES
7 0
0 7
4 INTERSECTION SAFETY LIGHTING
LOCATION: NE SW SE
LUMINAIRE: WATT WATT WATT
WATTS: 200 200 200
TYPE:
ACTIVE:
MAKER:
TYPE:
CCTV
N/A LOCATION:
COMMENTS:
NONE NONE
ACTIVE BY
APPROACH: N/A N/A N/A
PREEMPTION
RAILROAD EMERGENCY TRANSIT
NO NO NO
NONE
Side Street Advance: GREAT
COMMENTS:
# Traffic Signal Poles
CONDUIT SIZE(S):
CONDUIT TYPE(S):
CONDUIT CONDITION:
PULL BOX CONDITION:
COMMENTS:
Side Street Stop Bar: GREAT
Main Street Advance: GREAT
Side Street Advance: NO
CONDITION OF DETECTION
COMMENTS:
#12" Vehicle Heads: Dual Vehicle Heads:
#8" Vehicle Heads: TOTAL Vehicle Heads:
Side Street Stop Bar: NO
Main Street Advance: NO
# DETECTOR CARDS: # DETECTOR CHANNELS USED:
LANE-BY-LANE DETECTION
Main Street Stop Bar: NO
Main Street Stop Bar: GREAT TRAFFIC SIGNAL FIELD EQUIPMENT
PEDESTRIAN CURB RAMPS
N/A
Main Street Advance: INDUCTIVE LOOPS
Main Street Stop Bar: INDUCTIVE LOOPS # 2" Type B/C PPB: Are PPB ADA? Side Street Stop Bar: INDUCTIVE LOOPS # PED DETECTOR CARDS: PED PPB ADA VENDOR:
# PED Phases:
Side Street Advance: NONE
VEHICLE DETECTION PEDESTRIAN DETECTION
Type Brand/Model # PED Signal Heads: PED Head Countdown?
BATTERY BACKUP N/A
Model/Brand: EDI 210 EXISTING GPS TIME SOURCE UNIT: CALTRANS ATMS KITS Traffic Controller Info: Brand: Safetran ATC Econolite COMMENTS: One (1) SIC Copper cable terminated but unsure of direction Firmware Type: TSCP
Firmware Version: 2.23
IP Address: 192.168.13.100
Cabinet Intersection Location: SE Switch Hardware: Sierra Wireless Cell Modem # PORTS IN USE:
Traffic Signal Controller Type: 2070-1E CPU Device IP Address: 172.25.16.112 # OF SIC CABLES FOUND:
TRAFFIC CABINET INFORMATION COMMUNICATION
Cabinet Type: 332 SIC Media Type: CELLULAR # PORTS AVAILABLE:
Surveyor: Tim MS Sunnyvale Avenue
Old San Francisco Road
N/S Street Name:
E/W Street Name:
Traffic Signal Equipment Field Assessment
Date: 3/4/2021
Intersection ID: SCL-082-16.762
Caltrans - City of Sunnyvale
S Sunnyvale Avenue & Old San Francisco Road
Agency:
Intersection Name:
Attachment 3
BACK OF CABINET IMAGE:
AERIAL IMAGE OF INTERSECTION:
FRONT OF CABINET IMAGE:
Attachment 3
Feasibility of Acquiring Control on El Camino Real – Final Report January 2022
Appendix H
Maintenance History
Attachment 3
Intersection Date Repair Made
7/10/2018 Maintenance Check
6/10/2019 Follow up on CSR's
8/21/2019 Bad Loop 8J6L
9/23/2019 Maintenance Check
11/22/2019 Reset Phase 3, worked on detector
7/22/2020 Maintenance Check
11/10/2020 Maintenance Check
9/9/2014 Maintenance Check
10/10/2014 Bad phase 4 loop and detector. Replaced phase 8 pedestrian push button. 12/12/2014 Removed short phase 6 green.
12/16/2014 Replace GBO.
5/21/2015 Bad sensys detector Ø 4.
6/3/2016 Bad detector Ø 1, stuck on. Reset 2I3U.
4/18/2017 Replace 210 & Fan, due to signal on flash. Replace 170 controller Diode card. 4/18/2017 Repeat green at the same check intersection. Check 170. 9/12/2017 Replace 170 check termianls. TEST OK.
10/30/2017 Maintance Check and recheck signal timing.
11/15/2017 Phase 8 check all bad.
2/26/2018 Maintenance Check
7/10/2018 Maintenance Check
9/7/2018 Replaced NE pedestrian push button.
8/8/2018 Adjust service Ø4 and Ø7.
8/10/2018 Replaced loop detectors.
8/24/2018 NTF
9/5/2018 Adjust service Ø4.
9/21/2018 Adjust service Ø8.
9/27/2018 Yellow dtector work on Ø4.
10/9/2018 Check lef turn allocation.
11/20/2018 (NTF) Check timing.
10/6/2018 Replaced pedestrian push button Ø4.
2/8/2019 Replaced Ø4 pedestrian push button led. TS wiring problems. 6/10/2019 Follow up on CSR's
8/13/2019 Install MPS Antenna.
4/14/2020 Maintenance Check
7/22/2020 Maintenance Check
11/10/2020 Maintenance Check
6/18/2019 Bad loop for phase 4. Temporary fix for phase 4. 7/1/2019 Phase 8 pedestrian indicator not working. Removed and Replaced phase 8 switch. 9/10/2019 Contractor for aparement complex broke the loops for phase 4 and7. 7/8/2020 Maintenance Check
8/11/2020 Bad phase 2. Loop cut.
11/10/2020 Maintenance Check
2/10/2021 Replaced signal pole. Cleared phase 4 signal. Push button, pole repalced by construction. Phase 4 put on recall.
2/27/2019 Maintenance Check
7/10/2018 Maintenance Check
6/11/2019 Follow up on CSR's
11/22/2019 RPTD LT Not Working. Check phase 4 detector loops. 7/23/2020 Maintenance Check
11/10/2020 Maintenance Check
8/13/2015 Maintenance Check
4/7/2016 Reset phase 3, stuck on detector.
3/14/2017 Phase 1 LED out.
6/30/2017 Fix RED left LED phase 5 loop.
8/17/2017 170 Controller continue to freeze.
8/31/2017 Replaced 170 controller.
9/2/2011 Reset cabinet conflict monitor.
10/13/2017 Maintenance Check
11/6/2017 Rebot 2I2L, 4I8U.
3/27/2018 Maintenance Check
7/10/2018 Maintenance Check
6/10/2019 Follow up on CSR's
7/18/2020 NTF
7/22/2020 Maintenance Check
11/10/2020 Maintenance Check
Existing Maintenance Records
El Camino Real and
Hollenbeck-Pastoria
El Camino Real and
Murphy Avenue
El Camino Real and
Sunnyvale Avenue
El Camino Real &
Bernardo Avenue
El Camino Real and &
Grape Avenue
El Camino Real and &
Mary Avenue
Feasiblity of Acquiring Control on El Camino Real
Attachment 3
4/30/2014 Maintenance Check
7/24/2015 Maintenance Check
8/13/2015 Maintenance Check
7/27/2020 Fix push button and wire for phase 4.
8/9/2020 Replace batteries
11/10/2020 Maintenance Check
5/16/2017 Replace detector.
5/31/2017 Check knock down. Install phase 5 and phase 4 ped. 6/26/2017 NTF, maintenance check.
7/7/2017 Troubleshoot phase 8
8/11/2017 Add more time on walk
10/2/2017 Maintenance Check
11/6/2017 T/S roland phase 6.
1/30/2018 Maintenance Check
2/16/2018 Maintenance Check
5/10/2018 Police activity. Reinitate 170
6/1/2018 Replace swtich.
6/10/2019 Foll up on phase 3 CSR's.
7/1/2019 Phase 4 on recall, bad group phase 4.
3/25/2020 Fix phase 7 and phase 4.
4/14/2020 Maintenance Check, phase 4 and 8 ped on recall. Not working. Bad BBS, need replacement. 7/22/2020 Maintenance check.
10/16/2017 Replaced 170 controller.
2/14/2018 Maintenance check.
2/16/2018 Maintenance check.
5/30/2018 Maintenance check.
7/3/2018 Maintenance check.
9/25/2018 Check timing.
1/27/2019 Replaced ped LED phase 8
6/10/2019 Follow up on CSR's
4/16/2020 Maintenance check.
11/13/2020 Reported all signal lights were burnout. Check, found PGE power outaged. Dark Intersection.
Troubleshoot BBS system and managed to put on RED Flash. 11/14/2020
As per above, signal not working due to electircal shutdown. PGE de-energized power source due to constructon company replaced conduits and wires. Contractor temporarely energized signal cabinet w backup generator.
11/22/2016 Check pedestrian push buttons all phases, 2,4, & 6, on recall. 3/29/2017 On confict recalls 2 & 5,. Phase 6 ped is shorted. Tried to locate short in wires. Temporarely pull out phase 6 ped switch. Put ped back on recall.
6/21/2017 Signal on flash. Check 170 timing. Reset controller. 10/12/2017 Maintenance check.
2/16/2017 Maintenance check.
7/3/2018 Maintenance Check
6/9/2019 Replaced 170 controller.
6/10/2019 Follow up on CSR's. (638432/620888)
6/18/2019 Bad input card.
12/28/2019 Light stuck on flash for WDT.
7/22/2020 Maintenance check.
El Camino Real and
South Fair Oaks
El Camino Real and
Maria Lane
Sunnyvale Avenue and
Old San Francisco Road
El Camino Real and
Henderson Avenue
El Camino Real and
Cezanne Drive
Existing Maintenance Records
Feasiblity of Acquiring Control on El Camino Real
Attachment 3
Feasibility of Acquiring Control on El Camino Real – Final Report January 2022
Appendix I
Public Service Requests
Attachment 3
Service Request Number Status Reason Customer Description Owner Reply Needed Created On Location: LatitudeLocation: LongitudeLocation: Street 1Subject Traffic Issue Poplar Closed Non-registered Contact
The bollard on which the pedestrian crosswalk button for traveling East across Poplar Ave from the Northwest corner to the Northeast corner at the intersection of El Camino Real and Poplar is completely absent, having been destroyed due to some vehicle collision YET AGAIN. Vehicles parking in front of the Kelly-Moore store (999 E El Camino Real) have backed over this bollard several times. Once during the 1980s, I stood in front of the Der Wienerschnitzel store across Poplar (now a Starbucks) and watched a Ford Econoline do this.
Coordinates are
37.352381, -122.008177
The bollard needs to be more substantial than a short length of 3" pipe. These intersections where small streets cross El Camino Real see a great deal of pedestrian traffic and are dangerous. Please attend to this soon.
Yours,
Robert Thomas
P.S. the malfunctioning crosswalk button at Henderson & El Camino Real, my request # 48387, was repaired very promptly. Thank you very much.
Ralph Garcia Yes 7/19/2017 2:19 37.35229 -122.00843 999 E El Camino Real Hollenbeck Closed Non-registered ContactStreet light outage in median of W. El Camino Real. Outage is in front of 876 W. El Camino Real. Outage is over EB traffic. Connie Patchin FrankYes 9/1/2017 22:31 876 W. El Camino Real Bernardo Closed Non-registered ContactStreet light outage at intersection of W. El Camino Real and W. Knickerbocker Dr. Outage is on SE corner of intersection. Pole number unknown. Connie Patchin FrankYes 9/1/2017 22:56 37.37436 -122.05783 S Knickerbocker Dr & W El Camino Real Hollenbeck Closed Non-registered Contact
Street light outage in median of W. El Camino Real between Hollenbeck Av. and S. Mathilda Av. Outage is in front of 660 W. El Camino Real. Outage is over EB traffic.
Pole number unknown. Connie Patchin FrankYes 9/1/2017 22:58 37.36959 -122.03942 660 W El Camino Real Poplar Closed Non-registered Contact
The pedestrian trigger for crossing Poplar is missing from the northwest corner of the El Camino and Poplar intersection next to the Kelly-Moore Paint store.
I've posted before and after photos.
This is impacting the walking commute for some residents, specifically Teresa Marie Boune.
Very kindly disregard and close the one that listed my house as the place with the issue.
Ralph Garcia No 9/24/2017 23:09 37.35229 -122.00843 999 E El Camino Real Fair Oaks Closed
Non-registered Contact
Street light outage in median in front of 604 E. El Camino Real E of intersection with E. Remington Dr. Outage is over WB traffic. Pole is first pole E of intersection. No visible pole number. Connie Patchin FrankYes 10/8/2017 22:24 37.36125 -122.02455 604 E El Camino Real Maria Closed Non-registered ContactMaria Ln and El Camino traffic light has been out for three days. Carla Ochoa Yes 10/15/2017 21:08 37.35580 -122.01789 E El Camino Real & Maria Ln Pastoria Closed Non-registered Contact
Turn signal at el Camino and Pastoria: to make a left onto el Camino from Pastoria ; the turn signal is not working FYI DPW No 11/3/2017 12:52 37.35235 -122.00098 El Camino Real SR-00003004 Fair Oaks Closed
Non-registered ContactStreet light outage (strobing) in front of 604 E. El Camino Real. Outage is on S side of street. Pole number unknown. Connie Patchin FrankYes 11/4/2017 2:33 37.36125 -122.02455 604 E El Camino Real Murphy Closed Non-registered ContactLeft turn from eastbound el Camino to northbound Murphy is constant red. Ralph Garcia No 11/7/2017 20:00 37.36824 -122.03307 E El Camino Real & S Murphy Ave Pastoria Closed Non-registered ContactStreet light outage in median of 680 E. El Camino Real. Outage is in front of 680 E. El Camino Real. Outage is over SB traffic. Pole number unknown. Connie Patchin FrankYes 11/13/2017 0:05 37.35952 -122.02244 680 E El Camino Real Murphy Closed Non-registered Contact
Dayburner in median of W. El Camino Real between S. Frances St. and S. Murphy Av. Outage is on pole 16C43 in front of 156 W. El Camino Real. Outage is on side of fixture over EB traffic.
Connie Patchin FrankYes 11/15/2017 14:14 37.36820 -122.03353 156 W El Camino Real Grape Closed Non-registered Contact
The traffic signal at Grape and El Camino has been on the blink for at least a month or longer. The signal will be activated either at Grape or the shopping center and stop all traffic on El Camino Real. There is no car at either side. This is very annoying especially at night when the traffic is light. Please repair or if it is a Caltrans Signal put some fire under there traffic division to get this problem fixed. Thanks! Ralph Garcia Yes 11/29/2017 9:33 37.37274 -122.05264 W El Camino Real SR-00003686 Bernardo Closed
Non-registered ContactStreet light outage at intersection of W. El Camino Real and S. Knickerbocker Dr. Outage is on SE corner of intersection. Pole number unknown. Fixture is LED. Connie Patchin FrankYes 12/16/2017 12:12 37.37436 -122.05783 W El Camino Real & S Knickerbocker Dr Murphy Closed Non-registered Contact
Street light outage on W. El Camino Real between Taaffe St. and Frances St. Outage is on S side of street across from 251 W. El Camino Real. Outage is adjacent to Cherry Orchard Apartments driveway. Pole number unknown.
Connie Patchin FrankYes 1/9/2018 12:31 37.36873 -122.03452 251 W El Camino Real Mary Closed Non-registered Contact
At the S. Mary Ave./El Camino Real intersection, the southbound Mary Ave. left turn signal seems to be malfunctioning. It turns green when there are no cars there. If there are cars there it turns green but then stays green for a long time when all the cars are gone.
I would appreciate if someone would investigate the control of this intersection.
Thank you. Carla Ochoa Yes 1/29/2018 8:54 37.37205 -122.04894 1005 W El Camino Real SR-00005125 Wolfe Closed
Non-registered Contact
Traffic signal operation at Wolfe/ El Camino Real
Does the city of Sunnyvale make sure this signal operates correctly? Twice in the past week I have been in a 522 VTA bus waiting to go East on El Camino, near the end of the traffic queue. The light turns green, and has cycled to yellow before the bus could even enter the intersection! It looked like traffic going west did not completely clear it's queue, either.
Please make sure that the signal is has sufficient minimum time and traffic detection to clear the El Camino Real traffic queue at this light! The complete cycle is dominated by traffic on Wolfe, and complicated by Fremont Ave. It is a very long cycle, so waiting for the light in a bus, and then not getting through is not an acceptable mode.
Does Sunnyvale grant bus priority to the 522 on El Camino? This would be beneficial to efficient bus operation.
Ralph Garcia Yes 2/6/2018 11:30 37.35365 -122.01487 899 E El Camino Real SR-00005388 Murphy Closed
Non-registered Contact
Street light outage on W. El Camino Real between Taaffe St. and Frances St. Outage is on S side of street, on the W side of the driveway entrance to the Cherry Orchard Apartments complex. No visible pole number. ***FIXTURE IS LED*** Connie Patchin FrankNo 2/10/2018 22:07 37.36881 -122.03506 W El Camino Real & S Taaffe St Attachment 3
Bernardo Closed Non-registered Contact
Street light outage in front of 1238 W. El Camino Real between S. Knickerbocker Dr. and S. Bernardo Av. Outage is on S side of street. No visible pole number. ***FIXTURE IS LED*** Connie Patchin FrankYes 2/10/2018 22:12 37.37425 -122.05763 1238 W El Camino Real Cezanne Closed Non-registered Contact
Street light strobing on Cezanne Dr. between E. El Camino Real and Old San Francisco Rd. Outage is on E side of street between pedestrian crossing and Old San Francisco Rd. Pole is first pole N of pedestrian crossing. No visible pole number. ***FIXTURE IS LED*** Connie Patchin FrankYes 2/10/2018 22:21 37.36486 -122.02885 Cezanne Dr & E El Camino Real Cezanne Closed Non-registered Contact
Request for Update/Reconfiguration of El Camino Cross-streets - I was saddened to hear about the auto-pedestrian incidents at El Camino Real and Cezanne and Maria.
Both of these intersections are very risky for pedestrians, as they are often hard to see. El Camino is very wide, and with both sides of the cross streets positioning for straight, right turns, or left turns, there are a lot of distractions. I came across a similar type of intersection in Cupertino that was fixed with a simple solution.
Cupertino had a similar intersection at Stevens Creek and Torre, where the volume of pedestrians affected traffic entering from Torre to a dangerous degree. That light was reconfigured to give pedestrians their own light cycle.
When the light turns red on Stevens Creek, pedestrians at Torre are given the walk sign. Auto traffic at Torre has the red light when pedestrians are crossing. After the pedestrians receive a red light, then the Torre traffic gets a green. This essentially adds one light cycle, but the impact has been impressive. I now feel much more comfortable turning from Torre onto Stevens Creek because I know the pedestrians have cleared the intersection and the cars behind me are not wondering why I am stopped in an intersection and thus won't try to go around. I imagine the pedestrians also feel more safe.
This system acts like a dedicated signalized left turn would. Pedestrians and cars do not enter the intersection at the same time. Very straightforward.
Can the city look into a similar system at intersections such as El Camino and Maria and El Camino and Cezanne? Thank you,
Mary
Ralph Garcia Yes 3/4/2018 20:50 37.36486 -122.02885 E El Camino Real & Cezanne Dr SR-00006132 Murphy Closed
Non-registered Contact
I travel to America's Best Karate (564 S. Murphy Ave) with my son 2-3 times per week. We travel eastbound on El Camino and turn left (north) onto S. Murphy Ave.
There is an unusual traffic light here because it's not a normal 4-way intersection; it's a T-crossing. On at least three specific occasions and as recently as last night, when my light turns green, there is a driver in the oncoming traffic (west bound on El Camino) who is coming full speed through my path. They do not see this special traffic signal red light. I have learned to be extremely cautious and defensive when I have the right of way to turn here. I am so worried about this intersection and the high potential for an accident. It scares me that I travel through here with my son who will be driving on his own next year along this route...and will be a higher risk for gauging traffic patterns when there is a green light and the assumption of safety. Please consider additional flashing lights in this area to train drivers to stop when it is red. Or re-evaluate the timing of the signals in that area to allow for better safety conditions. Thank you! Ralph Garcia Yes 4/25/2018 20:38 37.34486 -122.08354 144 W. El Camino Real SR-00007533 Helen Closed
Non-registered Contact
Sidewalk along El Camino. Northbound. 10 feet from Helen. Friend Tripped/ fell. Broken shoulder and broken ankle. Per Amanda at Sunnyvale City Engineer office, call Caltran. Per Caltran (in writing), Sunnyvale sidewalk, not theirs. I've got pictures of the hole: 8 x 10 rectangle hole, about an inch deep with jagged edge to catch a toe.
Please fix before someone else is injured! Frances Moralez No 5/1/2018 19:49 37.35241 -122.00082 1123 E El Camino Real Pastoria Closed
Non-registered ContactStreet light outage in median in front of 660 W. El Camino Real between S. Mathilda Av. and Pastoria Av. Outage is over WB traffic. Pole number unknown. Connie Patchin FrankYes 5/9/2018 21:36 37.36959 -122.03942 660 W El Camino Real Fair Oaks Closed Non-registered Contact
pedestrian crossing signal doesn't turn "white" when crossing Fair Oaks along El Camino. (North Side of El Camino). This side of the street also has the hotel under construction. Ralph Garcia No 5/22/2018 22:30 37.36186 -122.02498 E El Camino Real & S Fair Oaks Ave Pastoria Closed
Non-registered Contact
I was riding a bike, waiting on the bike mark on Northbound Hollenbeck waiting to cross ECR around 3pm on 6-6-18. I waited through a light cycle and the light did not change for me. It is a large bike- I think if the sensor was working properly it would definitely have sensed it. Ralph Garcia Yes 6/7/2018 19:38 37.37001 -122.04091 Hollenbeck Ave & W El Camino Real Poplar Closed
Non-registered Contact
The pedestrian light pole on the Northeast corner of ECR and Poplar is damaged and broken Reported by a constituent - see attached. Ralph Garcia No 6/12/2018 9:31 37.35229 -122.00843 999 E El Camino Real Pastoria Closed Non-registered Contact
The magnetic loop detector under the bike like does not detect bicycles, southbound on S. Pastoria at W. El Camino Real.
I stopped a heavy metal bike directly over the loop on Aug 1 around 8 or 9pm and waited thru a full cycle, then crossed the road on a red light, with heavy traffic. Please don't make me do this again.
Ganesh Karkee No 8/2/2018 18:35 37.35499 -122.04689 s pastoria and w el camino real Grape Closed
Non-registered Contact
The pedestrian crossing button to cross south on El Camino at the NE corner of the El Camino and Grape intersection is broken. It appears to have jammed internally or been forcibly pushing into the housing, making it unable to be pressed. The button is on the street in front of Felipe's Market at 1101 W El Camino Real. Ganesh Karkee No 8/17/2018 10:00 37.37290 -122.05260 1101 W El Camino Real Grape Closed
Victor & Hallie DolcourtWalk light button at Grape and El Camino, North East side is pushed in all the way. It appears to be broken. Ganesh Karkee Yes 8/20/2018 7:40 37.37292 -122.05279 W El Camino Real & Grape Ave Mary Closed Non-registered Contact
The left turn signal pole on the NW corner of Mary and El Camino (by the gas station/car wash is twisted left if you are coming down Mary going North and want to turn left onto El Camino, you cannot see the green turn arrow. It's been that way for about a week so I wanted to report it. Thanks much. Pat Lyden Ganesh Karkee No 8/20/2018 14:34 37.37192 -122.04844 S Mary Ave & W El Camino Real Mary Closed
Non-registered ContactTree overhanging stoplight at el Camino and Maria. The stoplight is for the street exiting the shopping center at Maria (where the Panda Express is). Ingrid ChristiansenNo 9/9/2018 14:30 37.35580 -122.01789 E El Camino Real & Maria Ln Wolfe Closed Non-registered ContactStreet light outage on S. Wolfe Rd. between E. El Camino Real and E. Fremont Av. Outage is mid-block on W side of street. Pole number unknown. Connie Patchin FrankYes 9/9/2018 21:56 37.35318 -122.01413 S Wolfe Rd & E El Camino Real Attachment 3
Mary Closed Non-registered Contact
The traffic lights at the intersection of S. Mary Ave. and El Camino Real sometimes skip a green light in the cycle.
I will be sitting on S. Mary Ave. heading north at this intersection. The lights on El Camino will turn red, both Mary Ave. directions get a green left arrow, then southbound Mary Ave. gets a green, but northbound Mary Ave. does not get a green. We all have wait for another cycle before we get a green.
I have seen this behavior in the morning, in the evening, on weekdays, and on weekends.
The traffic backs up and I have seen drivers do some strange things when this happens. Yesterday I saw a car go into the left lane and then turn right (!) in front of 2 lanes of stopped traffic just as El Camino was getting a green light.
Ganesh Karkee Yes 9/14/2018 16:25 37.37165 -122.04810 996 W El Camino Real SR-00011811 Fair Oaks Closed
Non-registered ContactStreet light strobing on E. Remington Dr. between E. El Camino Real and Michelangelo Dr. Outage is on pole 12A38 on W side of street adjacent to bus stop. Connie Patchin FrankYes 9/16/2018 21:43 37.36171 -122.02504 E Remington Dr & E El Camino Real Fair Oaks Closed Non-registered Contact
Didn't see the correct category for 'Sign Issue' category so I just put 'request new sign'. What is needed is this temporary sign to be removed. As your driving south on Fair Oaks Ave towards El Camino Real there is a temporary construction sign that says 'Right Lane Closed Ahead'. The right lane is not closed! It is open to traffic for those heading to El Camino Real who want to go straight or make a right turn onto El Camino Real. Please inform the construction personnel that this sign is confusing drivers.
Thank you
Melanie DeLaCerdaNo 9/28/2018 10:32 37.36185 -122.02498 E El Camino Real & S Fair Oaks Ave Hollenbeck Closed Non-registered ContactRed lamp in stoplight on eastbound El Camino Real at Hollenbeck is burned out. Ganesh Karkee No 9/29/2018 15:15 37.36841 -122.03356 W El Camino Real SR-00012331 Wolfe Closed Non-registered Contact
Hi!
Has there been a change in the signal on Wolfe/ECR?! There is some serious back up, as far as before Poplar. Ganesh Karkee No 10/9/2018 8:24 37.35212 -122.00800 E El Camino Real & Poplar Ave SR-00012664 Bernardo Closed
Non-registered ContactStreet light outage on SE corner of intersection of W. El Camino Real and S. Knickerbocker Dr. Pole number unknown. Connie Patchin FrankYes 10/13/2018 21:14 37.37436 -122.05783 W El Camino Real & S Knickerbocker Dr Bernardo Closed Non-registered Contact
Street light outage in median of W. El Camino Real between Bernardo Av. and Grape Av. Pole is located in front of 1176 W. El Camino Real. Outage is over EB traffic (outage is on short arm of duplex pole). Pole number unknown.
Connie Patchin FrankYes 10/13/2018 21:20 37.37343 -122.05522 1176 W El Camino Real Cezanne Closed Non-registered ContactSt light now out........been flashing/blinking for months Connie Patchin FrankNo 10/15/2018 16:56 37.36498 -122.02874 Cezanne Dr & E El Camino Real Hollenbeck Closed Non-registered ContactMultiple street light outages on Hollenbeck Av. between W. El Camino Real and Danforth Av. All street lights inoperative on both sides of street. Connie Patchin FrankYes 11/25/2018 21:54 37.37001 -122.04091 Hollenbeck Ave & W El Camino Real Wolfe Closed Non-registered Contact
Location:
El Camino Real & Wolf -
Traffic Signal Timing Adjustment
Where:
East El Camino Real - westbound left-turn channel lane
TO
South Wolfe Road - southbound right lane
TO
East Fremont Road
Issue:
Time at Frenont/Wolfe I/X needs LONGER phase to allow traffic from El Camino Real/Wolfe I/X to turn left and proceed rhru Fremont/Wolfe I/X.
Currently, left turn traffic is blocking I/X at El Camino Real/Wolfe due to shorter phase... possible due to power outage iver the weekend resulting tradficcsignal out of synchronization.
Ganesh Karkee Yes 11/28/2018 20:15 37.35290 -122.01409 900 E El Camino Real SR-00014174 Wolfe Closed
Non-registered Contact
Hi,
Can someone look into the lights at the intersections of Fremont Ave, Wolfe and El Camino? They don't seem to be synced as well after the lights all went out a week or so ago. I was driving on Wolfe and stopped at Fremont. The light went green on Fremont then I had to stop again at El Camino. This was creating a back-up on Wolfe as the Fremont light was still green but nobody could go. I also noticed this coming the other direction last week. I was driving on Wolfe towards El Camino, but it seemed that the lights at El Camino and Fremont were not syncing together creating many delays.
Thanks for checking! Carmen Talavera No 12/3/2018 10:55 37.35318 -122.01413 S Wolfe Rd & E El Camino Real SR-00014293 Wolfe Closed
Non-registered Contact
The traffic light at El Camino Real & S Wolfe Rd & Fremont Ave. appeared to be occasionally mis-timed. At night, I'm often at the light for 3 - 5 cycles turning left from El Camino onto Wolfe because there are times where cars are completely blocked. It appears at times that the light at Wolfe (crossing Fremont Ave.) is red, which doesn't allow cars to turn left from El Camino onto Wolfe.
I'm not sure if light timing changed, but this did not seem to be a problem previously.
I also heard reports from a coworker that in the morning, Wolfe is backed up from El Camino at times almost to Homestead which may be due to light timing as well.
Thank you!! Carmen Talavera Yes 12/4/2018 12:31 37.35318 -122.01413 S Wolfe Rd & E El Camino Real SR-00014335 Fair Oaks Closed
Non-registered Contact
Going south on fair oaks there is no longer a right turn lane at El Camino due to the changes made this fall during the hotel construction. This has made traffic that already backs up in fair oaks even worse. At a community meeting I attended before the hotel construction was approved we were told that the city had decided that there would be no traffic impact if the hotel project was approved. The hotel hasn’t even opened yet but traffic has been adversely affected. We live on Garland Ave off fair oaks and often have a long wait to turn onto fair oaks, which is our only way out of this one-block section of Garland Ave, which is also used by a lot of the traffic to and from the county clinic on the corner of fair oaks & Garland. Any plans to address this issue? Ralph Garcia Yes 12/6/2018 8:39 37.36185 -122.02498 E El Camino Real & S Fair Oaks Ave SR-00014381 Henderson Closed
Non-registered Contact
Street light outage in median of E. El Camino Real between Henderson Av. and Helen Av. Outage is in front of 1066 E. El Camino Real on side of duplex fixture over EB traffic. Pole number unknown.
Connie Patchin FrankYes 1/2/2019 2:28 37.35212 -122.00328 1066 E El Camino Real Attachment 3
Poplar Closed Non-registered Contact
Pedestrian push button pole at south east corner of ECR and Poplar intersection is knocked down.
Ralph Garcia No 1/8/2019 8:17 37.35233 -122.00801 1001 E El Camino Real SR-00015067 Pastoria Closed Non-registered ContactThe streetlight over the middle lane of traffic on East Bound El Camino Real at Pastoria/Hollenbeck was out 2/4 evening time. Connie Patchin FrankNo 2/5/2019 7:31 37.37017 -122.04086 W El Camino Real & S Pastoria Ave Pastoria Closed Non-registered ContactStreet light outage on Hollenbeck Av. immediately S of intersection with W. El Camino Real. Pole is on E side of street. Pole number unknown. Connie Patchin FrankYes 2/22/2019 21:16 37.37001 -122.04091 Hollenbeck Ave & W El Camino Real Maria Closed Non-registered Contact
Turning left from El Camino to Maria, I sat at the light for 3 minutes before getting the green arrow. When I got to Maria and Wolfe, I sat another 3 minutes before getting a green light to turn left on Wolfe. So a total of 6 minutes before I was able to travel north on Wolfe. Why is the timing of these lights so long? The intersection of Maria and El Camino needs a flashing yellow left turn signal as the traffic heading north is stopped at El Camino and Wolfe. Joel Arreola Yes 2/28/2019 9:30 37.35590 -122.01778 Maria Ln & E El Camino Real Helen Closed
Non-registered Contact
This pedestrian crossing is becoming unsafe due to more people are now crossing and ECR traffic is heavy. I recommend to install pedestrian crossing sign that light flicker to get the attention of drivers. Carmen Talavera Yes 3/5/2019 19:29 37.35235 -122.00098 Helen Ave & El Camino Real Pastoria Closed
Non-registered ContactA traffic sensor at El Camino & Hollenbeck Ave has been malfunctioning since 2/11/2019. Stopping traffic on El Camino even when there is no cross traffic on Hollenbeck. Ralph Garcia No 3/6/2019 5:05 37.37001 -122.04091 W El Camino Real & Hollenbeck Ave Fair Oaks Closed Non-registered Contact
Since a temporary bus stop has been returned to its permanent location in front of the AC Hotel at the corner of Fair Oaks and Remington, Sunnyvale, the A--board signs also need to be removed from the temporary bus stop area in front of the Cypress Landing community located at 621-633, E. El Camino Real, Sunnyvale, CA 94087.
These signs have been identified as belonging to Express Plumbing, 408 246-6425, PG&E, and a company named CMC.
Thank you very much.
Zimri Quintero Yes 3/6/2019 12:31 37.36083 -122.02372 633 E El Camino Real Grape Closed
Non-registered Contact
This light is on the street median at El Camino, at the Grape Avenue crosswalk. There are two lights on this pole, and both sides are out. It's been this way for a few months....a very busy intersection which can be scary to cross when it's dark outside.
Connie Patchin FrankYes 3/8/2019 14:03 37.37290 -122.05260 1101 W El Camino Real Pastoria Closed Non-registered Contact
On more than one occasion I've been riding my bike and tried turning left from eastbound El Camino Real onto Pastoria, and waited through more than one full light cycle without getting a turn. Could someone check the sensor to make sure it is detecting bikes properly? Thanks. Ralph Garcia Yes 3/14/2019 23:53 37.37006 -122.04113 W El Camino Real Wolfe Closed
Non-registered Contact
It sometimes takes a very long time to cross El Camino Real and then E Fremont Ave when walking south on Wolfe. In this case I started around 11:40 AM and I honestly think it took 15 minutes to cross both streets. Some of this might be due to an ambulance going south just after I started waiting. Joel Arreola Yes 3/18/2019 13:00 37.35301 -122.01365 905 E El Camino Real SR-00016649 Wolfe Closed
Non-registered Contact
The traffic light on elcamino real and wolf, heading north on elcamino by the left turn to wolf traffic light on elcamino , a pothole is there caused damage to my car.
Please repair Zimri Quintero Yes 4/3/2019 18:01 37.35442 -122.01629 870 E El Camino Real Wolfe Closed
Non-registered Contact
Large and deep round pothole about 12-15" wide and sharp 4" depth at the left turn lane on eastbound El Camino Real at Wolfe. This pothole has been there for several weeks. DPW No 4/21/2019 1:42 37.35299 -122.01413 E El Camino Real & S Wolfe Rd Bernardo Closed
Non-registered ContactI was biking south on Bernardo and trying to cross El Camino Real. I waited through a full light cycle without getting a turn, so I had to go use the crosswalk button. Ralph Garcia Yes 5/6/2019 12:20 37.37393 -122.05630 S Bernardo Ave & W El Camino Real Hollenbeck Closed Non-registered Contact
A traffic sensor at El Camino & Hollenbeck Ave has been malfunctioning since 2/11/2019. Continuously stopping traffic on El Camino even when there is no cross traffic on Hollenbeck. Ralph Garcia Yes 5/9/2019 6:44 37.37001 -122.04091 W El Camino Real & Hollenbeck Ave Grape Closed
Non-registered ContactAt 6am the signal at Grape and El Camino turns red for El Camino even though there are no pedestrians or vehicles at the intersection. Ralph Garcia Yes 5/25/2019 21:25 37.37290 -122.05262 1107 W El Camino Real SR-00018434 Grape Closed Non-registered ContactPedestrian crossing signal not working properly at grape and west el Camino Ralph Garcia No 6/4/2019 17:45 37.37330 -122.05402 1167 W El Camino Real SR-00018685 Pastoria Closed Non-registered Contact
I was biking south on Pastoria trying to cross El Camino aronud 8:18am on June 12. I stopped on the bike mark and waited through one full light cycle with no green light. Then a car pulled up next to me in the other lane and we both waited through another full cycle with no green light. After missing 2 cycles I went over and pressed the crosswalk button.
My wife drove though the intersection about 1/2 an hour prior and said it only let one car through. Please check the sensors and timing. Ralph Garcia Yes 6/14/2019 12:11 37.37017 -122.04086 W El Camino Real & S Pastoria Ave Poplar Closed
Non-registered ContactWalk signal does not turn on intersection of Poplar and El camino Real. Tried at multiple corners of the intersection. DPW No 6/15/2019 13:21 37.35212 -122.00800 Poplar Ave & E El Camino Real Henderson Closed Non-registered Contact
For the past week and a half, the NE corner pedestrian traffic light for El Camino Real to the SE corner has not been working. This is a pedestrian hazard as the light currently only allows someone 10 seconds to pass as opposed to the longer one for pedestrians. Folks have DIED on this intersection. Please look into this IMMEDIATELY.
Thank you. Ralph Garcia Yes 6/15/2019 13:48 37.35230 -122.00457 1051 E El Camino Real SR-00018984 Poplar Closed
Non-registered Contact
The crosswalk at Poplar and El Camino Real is not functioning. It will never cycle to a walk signal whether or not the crosswalk buttons are pushed. I have not tested every direction, but I did try the buttons on the Southwest and Southeast corners of the intersection and it was not possible to cross from Southwest to Northwest, from Southwest to Southeast or from Southeast to Northeast corners. El Camino Real is quite a busy road and the next pedestrian crossing is far, maybe 1/4 mile away, so it resulted in a dangerous and uncomfortable run across the intersection during a green light for through traffic.
I called and reported this to 911 two weekends ago and they said they would send a service crew out to repair, but a friend who lives on Poplar recently informed me that the crosswalk is still not functional. DPW Yes 6/21/2019 12:40 37.35211 -122.00800 Poplar Ave & E El Camino Real SR-00019214 Wolfe Closed
Non-registered Contact
I don’t know has happened to the traffic lights on El Camino going west bound during the morning commute, but it has added 15 min to my commute. Please change them back to the way they were. From Wolfe all the way to 85 we hit every light red but one it used to be the other way around. Please change it back. I am speaking for five commuters that go that way in the morning. Ralph Garcia Yes 8/12/2019 8:27 37.35319 -122.01413 E El Camino Real & S Wolfe Rd SR-00020774 Sunnyvale Closed
Non-registered Contact
Left turn arrow does not cycle, when turning from El Camino Real to S Sunnyvale Ave. This is heading towards downtown Sunnyvale and in the inner turn lane(lane 2) at 6:15 am. This has happened on Aug 14 and Aug 15 Ralph Garcia No 8/15/2019 13:39 37.36842 -122.03355 W El Camino Real SR-00020906 Fair Oaks Closed
Non-registered Contact
At S. Fair Oaks & El Camino Real, corner of the new Hotel, the crossing signal box, for pedestrian crossing is broken. Something broke and the pedestrian crossing button box is upside down. A wire is exposed and I assume the box is broken. Ralph Garcia No 9/17/2019 18:41 37.36186 -122.02498 E El Camino Real & S Fair Oaks Ave SR-00021865 Hollenbeck Closed
Non-registered ContactThe pedestrian request button used to cross Hollenbeck Avenue, at the southwest corner of El Camino and Hollenbeck, is broken. Ralph Garcia No 9/20/2019 17:47 37.37007 -122.04123 804 W El Camino Real Grape Closed Non-registered ContactPreviously requested sign replacement x 2 was recognized by caltrans and reported to be in Sunnyvale jurisdiction. Ralph Garcia Yes 9/27/2019 11:29 37.37294 -122.05283 Grape Ave & W El Camino Real Helen Closed Non-registered Contact
Hi! This is not actually a request for a new device. There's a crosswalk at this location, and a few months ago work began on installing a pedestrian crosswalk button and lights. Everything is there, but the buttons have been covered up for several weeks now, with no work progress. Is there a plan to complete this work in the near future? This crosswalk is used by many elderly people getting to the grocery store on the south side, and traffic rarely stops for them. Thanks! Carmen Talavera Yes 10/10/2019 13:38 37.35241 -122.00098 1101 E El Camino Real SR-00022486 Hollenbeck Closed
Non-registered ContactStreet light outage on Hollenbeck Av. at intersection with W. El Camino Real. Outage is near SE corner of intersection adjacent to fire hydrant. Pole number unknown. Salvador GonzalezYes 10/13/2019 4:49 37.37001 -122.04091 Hollenbeck Ave & W El Camino Real Pastoria Closed Non-registered Contact
When heading southbound on Pastoria, at El Camino, the left turn arrow still turns green even if there are no cars there waiting to turn left onto El Camino Real. For example, the cars arriving at El Camino while driving North on Hollenbeck are stuck at a red light while no cars turn left onto El Camino from Pastoria. Is it possible to install a sensor or look at the sensor for its functionality? Thank you. Ralph Garcia No 10/29/2019 19:46 37.37017 -122.04086 W El Camino Real & S Pastoria Ave SR-00022946 Attachment 3
Poplar Closed Non-registered Contact
Hello,
My name is Angela Quizon and I am the PTSA President of Peterson Middle School. Recently, there was an accident on El Camino and Poplar and our students were seriously hurt. For this week, our School Community Officer to provide safe crossing for our students that bikes and walks to and from school.
The week of 11/4 to 11/8, we were hoping to have 2 empty police cars present on either direction of El Camino/ Poplar.
The week of 11/12-11/15, To remind the cars that are traveling on El Camino to slow down and watch out for our students and other pedestrians, is it possible to have a mobile messaging device that says "slow down- people crossing ahead" on both side of El Camino and Poplar.
We are hoping that these mechanism will help slow down the cars and keep our students safe. Ava Fanucchi Yes 10/31/2019 16:05 37.35227 -122.00802 E El Camino Real & Poplar Ave SR-00022999 Henderson Closed
Non-registered Contact
The pedestrian walking person signal failed to come on even when the pedestrian pushed the walk button on the Corner of El Camino and Henderson. The particular walking button that was pushed was near the Kumon side. This problem has happened off and on since the school starts. This is according to the students and verified by the adults. Ralph Garcia Yes 11/3/2019 8:58 37.35213 -122.00493 E El Camino Real & Henderson Ave Pastoria Closed
Non-registered ContactThe pedestrian signals at pastoria and el Camino don’t work properly Ralph Garcia No 11/7/2019 7:23 37.37000 -122.04001 735 W El Camino Real Hollenbeck Closed Non-registered Contact
The pedestrian traffic light button doesn't work on an intersection of Hollenbeck Avenue and El Camino real. The button is from the Men's Wearhouse store side to cross Hollenbeck Ave. DPW No 11/10/2019 15:55 37.37001 -122.04091 Hollenbeck Ave & W El Camino RealSR-00023249
Wolfe Closed Non-registered Contact
El Camino Real and Wolfe Road intersection signal is atrocious. Wolfe Road people are given more time than El Camino Real. Hence the left lanes on El Camino Real (to go to Fremont Avenue or South Wolfe road) is blocked by people going towards West El Camino Real all the time during peak hours. Please look into this issue and do something with the signal Ralph Garcia Yes 11/12/2019 10:34 37.35290 -122.01409 900 E El Camino Real SR-00023301 Henderson Closed
Non-registered Contact
The voice alert (walk, wait, beeping) on the traffic signal of El Camino Real and Henderson (by Kumon side) is not working. This was noticed 11/13/19 in the afternoon by students and verified by adults 11/14/19. We DO have visual impaired community members walking on El Camino/Henderson. This is also one of the main arteries that students of Peterson Middle School (900+ students enrollment) use to get to school and home (biking, walking and cars).
CalTrans came out and service the same button (please refer to CSR Ticket Number- 775959, 11/13/19 completion) on an issue of walking button was inconsistently activating the walking signal.
Please also consider- 1. raise the volume of the voice alert on all the voice alert signals. 2. Have all voice alert say crossing with street names with beep. Currently, some says Crossing El Camino, Some says Henderson, Some does not say any street name at all and just beeps. 3. Increase the time of Lead Pedestrian Crossing by few more seconds. It is now down to 3 seconds. It used to be 6 seconds like Poplar. 3 seconds pedestrian lead time seems very rushed. How about 4 to 5 seconds? 4. The "all red stop" also has been shortened? Can we increase that a bit, too? The perfect time to observe the 2 of real traffic flows is at 7:20am-8am (Monday-Friday) , 2:30pm-3pm (Monday, Tuesday, Thursday and Friday), 1:30pm-2pm (every Wednesday and first Thursday of the Month. The evening traffic starts around 5pm-6:30pm.
Thank you for your prompt attention and keeping our students and community members safe. This change will not only help our students. It will also help the community members that crosses this street. Our community members crosses this El Camino and Henderson all hours of the day and evening.
Angela Quizon
Peterson PTSA President
Stacy De BenedettiYes 11/14/2019 10:29 37.35213 -122.00493 E El Camino Real & Henderson Ave SR-00023365 Wolfe Closed Non-registered Contact
Deep car damaging potholes crossing Wolfe east bound on E. El Camino. My car got two flat tires just crossing through the road on December 2 at about 11:35. I reported this to 911 and they said they'd reach out to city. Another friend cross through today and noticed the same thing, The city is not doing anything about this but I suspect it's causing issues for others. I saw so many startled people driving through the intersection as they drove over. Attached are photos. DPW Yes 12/3/2019 21:34 37.35319 -122.01413 S Wolfe Rd & E El Camino Real SR-00023791 Helen Closed
Non-registered Contact
Intersection of Helen Avenue and El Camino Real.
There is an in-progress (currently taped-up/covered by cardboard pieces) crosswalk with new buttons/controls for the indicator lights to stop traffic and allow pedestrians to cross. I'd sent in an inquiry a bit over a month or more ago, and received a response that PG&E would be checking out the connections in the next couple of weeks. That was several weeks ago. I'm just wondering if there's an updated ETA for the crosswalk and lights to be active. Thanks! Ralph Garcia Yes 12/12/2019 15:42 37.35241 -122.00104 4303 El Camino Real SR-00024079 Poplar Closed
Non-registered Contact
This is a very solid metal stanchion with the 'push to walk' electronic button and wiring on it - looks like a heavy vehicle smashed into it ! It is knocked askew. Please fix asap- this is a safety issue ! On intersection of E El Camino and Poplar ( E of Poplar ) right by Starbucks Please advise on progress. Thanks DPW Yes 12/27/2019 17:34 37.35265 -122.00780 1003 E El Camino Real Sunnyvale Closed
Non-registered Contact
The signage on southbound Sunnyvale Avenue and El Camino indicates only one left-turn lane marked No Utrun. However, there are two left turn lanes. This has created confusion for drivers in the second left turn lane from the left. I think it should have the signages that there are two lanes with No Uturn permitted.
An even better solution is the same signage with Uturns allowed from the left-most lane. Also ensuring straight lane markings for the other lanes will ensure drivers crossing El Camino end up in the correct lane on the other side. I have seen a number of near misses at this intersection with drivers going into the wrong lane. Ralph Garcia Yes 1/6/2020 16:12 37.35235 -122.00102 El Camino Real SR-00024686 Grape Closed Non-registered Contact
Badly faded Grape Avenue sign at El Camino needs replacement.
This note represents a second request. Ralph Garcia Yes 1/13/2020 9:41 37.37294 -122.05283 Grape Ave & W El Camino Real Attachment 3
Helen Closed Non-registered Contact
The crosswalk at this intersection is problematic. It is extremely difficult to spot the pedestrians in it, especially during hours that there is heavier traffic. In addition to when there are vehicles lining up to turn left into Helen. Can’t clearly see the entirety of the intersection during those conditions. This crosswalk has taken the lives of too many people. I know that a traffic light was installed but not yet in operation.
Every time I go through that intersection I actively look for pedestrians, and still can’t spot them every time.
Can the crosswalk maybe be closed? Have pedestrians redirected to Helen until it opens? Ralph Garcia Yes 1/13/2020 18:50 37.35235 -122.00102 E El Camino Real & Helen Ave SR-00024898 Pastoria Closed
Emerson Murphy-Hill
Going southbound on Pastoria Ave and crossing El Camino Real, the left turn signal always activates, regardless of whether this is a vehicle waiting to turn left. This unnecessarily delays northbound traffic on Pastoria. Ralph Garcia Yes 1/23/2020 7:54 37.37002 -122.04091 W El Camino Real SR-00025146 Pastoria Closed Non-registered ContactThe left turn arrow going from Pastoria onto El Camino Real seems to get a turn every cycle whether there is a car waiting or not. Ralph Garcia Yes 2/14/2020 12:21 37.37017 -122.04086 S Pastoria Ave & W El Camino Real Mary Closed Non-registered ContactStreet light outage in median of W. El Camino Real between S. Mary Av. and Hollenbeck Av. Outage is on pole in front of 852 W. El Camino Real. Pole number unknown.Salvador GonzalezYes 2/23/2020 2:36 37.36997 -122.04308 852 W El Camino Real Poplar Closed Non-registered Contact
The new "Yield warning" sign was put up on the northwest corner of El Camino ( and Poplar ) after a series of well-publicized traffic accidents with pedestrians on that crosswalk. That sign is already leaning - it is 8 ft tall and made of slotted metal. Please straighten that sign ASAP so that it never leans again ! Thank you ! Thinh Le Yes 4/5/2020 14:50 37.35229 -122.00845 999 E El Camino Real Poplar Closed
Non-registered ContactA car took out the short pole the crosswalk button was attached to on the north east corner of El Camino Real and Poplar avenue (where the Starbucks is). Thinh Le Yes 5/13/2020 10:44 37.35265 -122.00780 1003 E El Camino Real Poplar Closed Non-registered Contact
The traffic signals at El Camino are non-functional
The NE Corner (by the Starbucks) is missing a pedestrian crossing button. (See photo) The NW corner (by the Kelly Moore Paints) was “fixed” but is pointing in the wrong direction and it doesn’t trigger the walk sign. Thinh Le Yes 5/14/2020 18:28 37.35265 -122.00780 1003 E El Camino Real Helen Closed
Non-registered Contact
1) Crack and partially missing handhold cover located in the sidewalk just east of Hankook Market easterly driveway approach. 2) Raised (not at grade) dry utility vault located in the sidewalk just east of Hankook's westerly driveway approach. This vault is not at grade and is a tripping hazzard. 3) Big cracks and missing concrete in Hankook's westerly driveway approach.
Stacy De BenedettiYes 5/21/2020 16:22 37.35216 -122.00179 1092 E El Camino Real Remington Closed Timothy Oey The left turn signal from Northbound Remington to Northbound El Camino does not detect bicycles. Please let me know when it gets fixed. Thanks! Thinh Le Yes 5/24/2020 23:20 37.36171 -122.02504 E El Camino Real & Remington Dr Cezanne Closed Non-registered Contact
Left turn from southbound Cezzane onto El Camino. The yield to pedestrian sign needs to be on the left turn side light. This is where the drivers attention is most focused.
It would be much better, safer for pedestrians if the left turn on green was replaced so that the left turn is controlled by lights. Thinh Le Yes 6/24/2020 12:54 37.36456 -122.02859 438 E El Camino Real SR-00029378 Wolfe Closed
Non-registered ContactOn Wolfe and el Camino, the left turning traffic light is not turning green. (Light that responds to cars turning left from El Camino to Wolfe heading northbound) Joel Arreola No 6/27/2020 14:48 37.35235 -122.00102 El Camino Real SR-00029472 Poplar Closed Non-registered ContactThe pedestrian crosswalk post in front of the Starbucks at 1003 E. El Camino is broken. Thinh Le Yes 7/1/2020 18:05 37.35265 -122.00780 1003 E El Camino Real Grape Closed Non-registered ContactRed light out on one signal at grape and El Camino. See photo. Thank you Joel Arreola No 7/3/2020 9:02 37.37291 -122.05265 1107 W El Camino Real Pastoria Closed Non-registered Contact
Light to cross El Camino Real on Southbound Pastoria has not been working for me while biking. I was stopped on the bike symbol but it went through a cycle without giving me a turn, so I had to go press the crosswalk button.
The left turn sensors also still seem to be acting strangely, but that's more difficult to pin down. Thinh Le Yes 7/20/2020 9:18 37.37023 -122.04086 801 W El Camino Real Cezanne Closed
Non-registered Contact
Street light outage in median of E. El Camino Real in front of 438 E. El Camino Real between Cezanne Dr. and E. Remington Dr. Outage is over EB traffic on short arm of duplex fixture on pole 12C56. DPW Yes 9/28/2020 23:31 37.36456 -122.02859 438 E El Camino Real Remington Closed
Non-registered Contact
Street light outage in median of E. El Camino Real between Cezanne Dr. and E. Remington Dr. Outage is in front of 438 E. El Camino Real on pole 12C56. Outage is on side of duplex fixture over EB traffic.
Salvador GonzalezYes 11/3/2020 0:59 37.36456 -122.02859 438 E El Camino Real Cezanne Closed Non-registered Contact
Street light outage in median of E. El Camino Real between Sunnyvale-Saratoga Rd. and Cezanne Dr. Outage is adjacent to pocket left turn lane from WB E. El Camino Real to the Safeway shopping center parking lot. Pole number may be 12C87 but is difficult to read. Pole holds "NO PED CROSSING" sign. Outage is over S (EB) side of street.
Salvador GonzalezYes 11/20/2020 1:03 37.36645 -122.03052 E El Camino Real Cezanne Closed Non-registered Contact
Street light outage in median of E. El Camino Real between Sunnyvale Saratoga Rd. and Cezanne Dr. Outage is adjacent to pocket left turn lane from WB E. El Camino Real to Safeway shopping center. Outage is on S (EB) side of duplex fixture. Pole number unknown. Pole has "USE CROSSWALK" sign attached (three of these poles in sequence at this point have similar signs attached--this pole is the easternmost of the three poles with a USE CROSSWALK sign).
This is one of several locations that could use a repaint of the pole number on the pole for identification purposes. The pole number is not clearly visible.
Salvador GonzalezYes 12/22/2020 23:29 37.36594 -122.03026 164 E El Camino Real Mary Closed Non-registered ContactStreet light outage in median of W. El Camino Real between S. Mary Av. and Hollenbeck Av. Outage is on side of duplex fixture over EB traffic. No visible pole number Salvador GonzalezYes 1/8/2021 22:33 37.37074 -122.04584 922 W El Camino Real Sunnyvale Closed Non-registered Contact
The PEDESTRIAN Walk signal button at the North East corner (of the ECR/Sunnyvale Intersection) is broken.
It's audio is NOT working (although I think the button is still activating a signal to cross the NORTH crosswalk). Thinh Le Yes 1/11/2021 10:00 37.36773 -122.03153 107 E El Camino Real Sunnyvale Closed Non-registered Contact
Street light outage in median of E. El Camino Real between Sunnyvale Saratoga Rd. and Cezanne Dr. Outage is in front of 119 E. El Camino Real. Pole is on island between oncoming pocket left turn lanes. Outage is on side of duplex fixture over EB traffic. Pole number unknown.
Salvador GonzalezYes 2/8/2021 1:36 37.36727 -122.02857 119 E El Camino Real Hollenbeck Closed Non-registered Contact
Street light outage on Hollenbeck Av. near intersection with W. El Camino Real. Outage is near SE corner of intersection. Pole is adjacent to fire hydrant. Pole number unknown.
Salvador GonzalezYes 2/8/2021 1:39 37.37001 -122.04091 Hollenbeck Ave & W El Camino Real Pastoria Closed Non-registered Contact
The crosswalk button for crossing Pastoria from the NW corner of Pastoria & El Camino has been knocked down. The sidewalk there is under construction so you can't just walk up and cross at the next intersection. Thinh Le Yes 2/10/2021 16:23 37.37055 -122.04117 803 W El Camino Real Hollenbeck Closed
Non-registered Contact
I had my bike in on the bike mark on northbound hollenbeck waiting to cross el camino and it did not change. I sat through 2 full light cycles before I gave up and used the crosswalk button.
Also, the left arrow from soutbound pastoria is still stuck and goes for the maximum duration every light cycle whether or not someone is there. I know there's construction going on but it's been broken for as long as I can remember.
Thanks. Thinh Le Yes 2/18/2021 20:08 37.37001 -122.04091 W El Camino Real & Hollenbeck Ave Attachment 3
Grape Closed Non-registered Contact
Pedestrian button on El Camino Real and Grape Avenue (from Toyota dealer to Lozanos) keeps activated and causes timin of cycle when not necessary, no pedestrians, and slows up all people at light waiting. Please notify Caltrans. This has been a chronic issue with pedestrian buttons at this entire intersection. Thinh Le Yes 3/31/2021 16:57 37.37280 -122.05284 Grape Ave & W El Camino Real Hollenbeck Closed Non-registered ContactThe light does not change for me when biking north on Hollenbeck at El Camino. I have to go press the crosswalk button. Thinh Le Yes 4/8/2021 8:53 37.37001 -122.04091 W El Camino Real & Hollenbeck Ave Pastoria Closed Non-registered Contact
I think the left turn light for vehicles facing south on Pastoria turning onto El Camino may be faulty. The past two days I watched other directions cycle through three times before I gave up and changed lanes. It usually doesn’t take so long! Thinh Le No 4/8/2021 12:31 37.37017 -122.04086 W El Camino Real & S Pastoria Ave SR-00035683 Attachment 3
Feasibility of Acquiring Control on El Camino Real – Final Report January 2022
Appendix J
Detailed Cost Estimates
Attachment 3
Opinion of Probable Construction Cost
Client: City of Sunnyvale Date:
Project: Feasibility of Acquiring Control on El Camino Real Prepared By:
Location: Various Locations In the City of Sunnyvale Reviewed:
YEARLY INFRASTRUCTURE OPERATING AND CAPITAL IMPROVEMENTS PROJECT BUDGET FY
2022-23
FY
2023-24
FY
2024-25
FY
2025-26
FY
2026-27
FY
2027-28
FY
2028-29
FY
2029-30
FY
2030-31
FY
2031-32
FY
2032-33
FY
2033-34
FY
2034-35
FY
2035-36
FY
2036-37
FY
2037-38
FY
2038-39
FY
2039-40
FY
2040-41
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Required Initial Improvements 1 $1,540,000
$304,000
$4,542,000
$95,200 $98,056 $100,998 $104,028 $107,148 $110,363 $113,674 $117,084 $120,597 $124,214 $127,941 $131,779 $135,732 $139,804 $143,999 $148,318 $152,768 $157,351 $162,072 ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) ($14,000) $1,925,200 $4,626,056 $86,998 $90,028 $93,148 $96,363 $99,674 $103,084 $106,597 $110,214 $113,941 $117,779 $121,732 $125,804 $129,999 $134,318 $138,768 $143,351 $148,072 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,295,450 $0 $0 $0 $230,000 $1,184,500 $318,270 $1,639,091 $337,653 $1,956,275 $179,108 $922,405 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $10,700 $13,287 $0 $1,639 $0 $1,739 $0 $3,321 $16,341 $61,324 $2,016 $4,153 $2,139 $0 $4,084 $32,562 $0 $2,479 $0 $41,968 $10,300 $0 $2,185 $0 $0 $0 $19,678 $23,633 $0 $2,688 $29,955 $0 $6,356 $24,201 $15,580 $0 $46,227 $0 $282,668 $1,208,087 $318,270 $1,642,915 $337,653 $1,958,014 $179,108 $945,404 $39,974 $61,324 $4,704 $34,108 $2,139 $6,356 $28,285 $1,343,591 $0 $48,706 $0 1 Required improvements (Phase I) include controllers, implementaiton of adaptive traffic signal timing, and some communication. 2 Installation of curb ramps (Phase II) included in the first year improvements since no CIP budget is identified for this. 3 Communication upgrades (Phase III) includes installation of fiber optic cable along El Camino Real and connecting to City Hall. This expense can be spread out throughout various years or completed as one single project. 4 The prices for ongoing maintenance include cost of electricity, Econolite Systems services, USA markouts, and extraordinary costs due to collisions and various repairs. The initial cost is averaged over the last 5 years, and escalated by 3% starting from 2023 budget year. 5 Per agreement between City and Caltrans, the State reimubrses the City a maximum of $1,000 per year per traffic signal on ongoing maintenance 6 These costs are typical yearly costs City budgets in their CIP and are escalated by 3% per year starting from 2023 budget year. 7 The contract with maintenance contractor expires every 5 years, at which point rates are rates are subject to increase. 1/12/2022
NAP/TM
BS
CIP Budget 6
Total CIP Budget:
Curb Ramp Installation 2
Communications Upgrades 3Operating
Budget
Caltrans Reimbrusement 5
Total CIP Budget:
Ongoing Maintenance (electricity, Econolite7, USA) 4
CIP - Controllers, Software, Comm, and Cabinets
CIP - Signal Poles and Underground Works
CIP - Batteries and Inverter
CIP - LED Signal and Pedestrian Heads
Attachment 3
Opinion of Probable Construction Cost
Client: City of Sunnyvale Date: 1/12/2022
Project: Feasibility of Acquiring Control on El Camino Real Prepared By: NAP/TM Location: Various Locations In the City of Sunnyvale Reviewed: BS General
Item No. Description Quantity Unit Unit Cost Cost
1 Mobilization (10%) 1 LS $83,200 $83,200
2 Traffic Control (10%) 1 LS $83,200 $83,200
3 Construction Engineering (15%) 1 LS $124,800 $124,800 4 Environmental (Dependant on Funding Source) (3%) 1 LS $25,000 $25,000 Sub-Total = $316,200
Construction Administration
Item No. Description Quantity Unit Unit Cost Cost
5 Construction Administration (10% City) 1 LS $83,200 $84,000 6 Integration and Programming (2%) 1 LS $16,700 $17,000 Sub-Total = $84,000
Traffic Signal Equipment Upgrades
Item No. Description Quantity Unit Unit Cost Cost
7 El Camino Real at Bernardo Avenue 1 LS $56,000 $56,000 8 El Camino Real at Grape Avenue 1 LS $56,000 $56,000
9 El Camino Real at Mary Avenue 1 LS $71,000 $71,000
10 El Camino Real at Hollenbeck Avenue-Pastoria Avenue 1 LS $56,000 $56,000 11 El Camino Real at Murphy Avenue 1 LS $56,000 $56,000 12 El Camino Real at Sunnyvale Avenue-Sunnyvale Saratoga Road 1 LS $58,000 $58,000 13 El Camino Real at Cezanne Drive 1 LS $56,000 $56,000 14 El Camino Real at Fair Oaks Avenue-Remington Drive 1 LS $56,000 $56,000 15 El Camino Real at Maria Lane 1 LS $72,000 $72,000
16 El Camino Real at Wolfe Road 1 LS $86,500 $86,500
17 El Camino Real at Poplar Avenue 1 LS $70,000 $70,000 18 El Camino Real at Henderson Avenue 1 LS $70,000 $70,000 19 El Camino Real at Helen Avenue (HAWK) 1 LS $20,000 $20,000 20 Sunnyvale Avenue at Old San Francisco Road 1 LS $48,000 $48,000 Sub-Total = $831,500
Total = $1,231,700
Contingency @ 25% = $308,000
Total Estimated Cost = $1,539,700
TOTAL ESTIMATED COST (Rounded Up)= $1,540,000
DISCLAIMER:
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from their opinions of probable costs.
PHASE 1 - REQUIRED TRAFFIC SIGNAL UPGRADES FOR TRAFFIC SIGNAL DELEGATION Attachment 3
Opinion of Probable Construction Cost
Client: City of Sunnyvale Date: 1/12/2022
Project: Feasibility of Acquiring Control on El Camino Real Prepared By: NAP/TM Location: Various Locations In the City of Sunnyvale Reviewed: BS General
Item No. Description Quantity Unit Unit Cost Cost
1 Mobilization (10%) 1 LS $157,300 $157,300
2 Traffic Control (10%) 1 LS $157,300 $157,300
3 Construction Engineering (15%) 1 LS $236,000 $236,000 4 Survey (5%) 1 LS $78,700 $78,700
5 Environmental (Dependant on Funding Source) (3%) 1 LS $47,200 $47,200 Sub-Total = $676,500
Construction Administration
Item No. Description Quantity Unit Unit Cost Cost
6 Construction Administration (10% City) 1 LS $157,300 $158,000 Sub-Total = $158,000
Traffic Signal Equipment Upgrades
Item No. Description Quantity Unit Unit Cost Cost
7 El Camino Real at Bernardo Avenue 1 LS $8,500 $8,500
8 El Camino Real at Grape Avenue 1 LS $276,500 $276,500 9 El Camino Real at Mary Avenue 1 LS $44,500 $44,500
10 El Camino Real at Hollenbeck Avenue-Pastoria Avenue 1 LS $66,500 $66,500 11 El Camino Real at Murphy Avenue 1 LS $34,500 $34,500 12 El Camino Real at Sunnyvale Avenue-Sunnyvale Saratoga Road 1 LS $4,500 $4,500 13 El Camino Real at Cezanne Drive 1 LS $312,500 $312,500 14 El Camino Real at Fair Oaks Avenue-Remington Drive 1 LS $92,500 $92,500 15 El Camino Real at Maria Lane 1 LS $204,500 $204,500
16 El Camino Real at Wolfe Road 1 LS $4,500 $4,500
17 El Camino Real at Poplar Avenue 1 LS $304,500 $304,500 18 El Camino Real at Henderson Avenue 1 LS $204,500 $204,500 19 El Camino Real at Helen Avenue (HAWK) 1 LS $4,500 $4,500 20 Sunnyvale Avenue at Old San Francisco Road 1 LS $10,500 $10,500 Sub-Total = $1,573,000
Total = $2,407,500
Contingency @ 15% = $601,900
Total Estimated Cost = $3,009,400
TOTAL ESTIMATED COST (Rounded Up)= $3,010,000
DISCLAIMER:
PHASE 2 - INTERSECTION FUNCTIONALITY AND ACCESSIBILITY UPGRADES The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from their opinions of probable costs.
Attachment 3
Opinion of Probable Construction Cost
Client: City of Sunnyvale Date: 1/12/2022
Project: Feasibility of Acquiring Control on El Camino Real Prepared By: NAP/TM Location: Various Locations In the City of Sunnyvale Reviewed: BS General
Item No. Description Quantity Unit Unit Cost Cost
1 Mobilization (10%) 1 LS $237,400 $237,400
2 Traffic Control (10%) 1 LS $237,400 $237,400
3 Construction Engineering (15%) 1 LS $356,100 $356,100 4 Potholing (5%) 1 LS $118,700 $118,700
5 Environmental (Dependant on Funding Source) (3%) 1 LS $71,300 $71,300 Sub-Total = $1,020,900
Construction Administration
Item No. Description Quantity Unit Unit Cost Cost
6 Construction Administration (10% City) 1 LS $237,400 $238,000 Sub-Total = $238,000
Traffic Signal Equipment Upgrades
Item No. Description Quantity Unit Unit Cost Cost
7 Pullbox - 6E 45 EA $2,000 $90,000
8 Pullbox - N48 14 EA $4,000 $56,000
9 Fiber Optic Cable (144 Strand) 22,660 LF $10 $226,600 10 Fiber Optic Cable (12 Strand) 2,800 LF $7 $19,600
11 Conduit 3" 20,760 LF $80 $1,660,800
12 Flexible Fabric Innerduct (Conduit Divider) 20,760 LF $6 $124,560 13 Trace Wire 25,420 LF $2 $50,840
14 Fiber Patch Panel 14 EA $2,000 $28,000
15 SFP Module 28 EA $800 $22,400
16 Splices 224 EA $300 $67,200
17 Splice Case 14 EA $2,000 $28,000
Sub-Total = $2,374,000
Total = $3,632,900
Contingency @ 25% = $908,300
Total Estimated Cost = $4,541,200
TOTAL ESTIMATED COST (Rounded Up)= $4,542,000
DISCLAIMER:
PHASE 3 - FUTURE IMPROVEMENTS
The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from their opinions of probable costs.
Attachment 3
Opinion of Probable Construction Cost
Client: City of Sunnyvale Date: 1/12/2022
Project: Feasibility of Acquiring Control on El Camino Real Prepared By: NAP/TM Location: Various Locations In the City of Sunnyvale Reviewed: BS Item No. Description
Annual
Maintenance
Cost
Annual
Electricity Cost
Annual USA
Markout Cost
Extraordinary
Repairs Cost
1 El Camino Real at Bernardo Avenue $1,027 $850 $1,612 $5,110 $6,987 2 El Camino Real at Grape Avenue $1,027 $600 $1,612 $5,110 $6,737 3 El Camino Real at Mary Avenue $1,027 $850 $1,612 $5,110 $6,987 4 El Camino Real at Hollenbeck Avenue-Pastoria Avenue $1,027 $850 $1,612 $5,110 $6,987 5 El Camino Real at Murphy Avenue $1,027 $400 $1,612 $5,110 $6,537 6 El Camino Real at Sunnyvale Avenue-Sunnyvale Saratoga Road $1,027 $850 $1,612 $5,110 $6,987 7 El Camino Real at Cezanne Drive $1,027 $600 $1,612 $5,110 $6,737 8 El Camino Real at Fair Oaks Avenue-Remington Drive $1,027 $850 $1,612 $5,110 $6,987 9 El Camino Real at Maria Lane $1,027 $600 $1,612 $5,110 $6,737 10 El Camino Real at Wolfe Road $1,027 $850 $1,612 $5,110 $6,987 11 El Camino Real at Poplar Avenue $1,027 $600 $1,612 $5,110 $6,737 12 El Camino Real at Henderson Avenue $1,027 $600 $1,612 $5,110 $6,737 13 El Camino Real at Helen Avenue (HAWK) $1,027 $300 $1,612 $5,110 $6,437 14 Sunnyvale Avenue at Old San Francisco Road $1,027 $400 $1,612 $5,110 $6,537 TOTAL ESTIMATED COST = $95,200
TRAFFIC SIGNAL MAINTENANCE AND OPERATION COSTS
Attachment 3
CITY OF SUNNYVALE
DEPARTMENT OF PUBLIC WORKS
Traffic Signal Asset Listing
El Camino Real Traffic Signals Only
PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR 20 Yr Intersection 2022/2023 2023/2024 2024/2025 2025/2026 2026/2027 2027/2028 2028/2029 2029/2030 2030/2031PLAN TOTAL 2031/2032 2032/2033 2033/2034 2034/2035 2035/2036 2036/2037 2037/2038 2038/2039 2039/2040 2040/2041PLAN TOTAL Total 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 El Camino Real at Bernardo Avenue
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 56,000 $562,500 Signal Poles and Underground Works (75%) 35 2016 2016 2051 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $112,500 Signals and Underground Design 35 2015 2015 2050 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $187,500 Signal Poles and Underground Works (25%) 35 1992 1992 2027 0 0 0 0 0 187,500 0 0 0 187,500 0 0 0 0 0 0 0 0 0 0 0 187,500 $37,500 Signals and Underground Design 35 1991 1991 2026 0 0 0 0 37,500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 2,400 0 0 0 0 0 0 1,200 0 0 0 1,200 3,600 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 5,000 5,000 $4,328 LED Signal Heads 17 2016 2016 2033 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 4,328 4,328 $2,000 LED Pedestrian Heads 7 2016 2016 2023 0 2,000 0 0 0 0 0 0 2,000 4,000 0 0 0 0 0 0 2,000 0 0 0 2,000 6,000 El Camino Real at Grape Avenue
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 56,000 $750,000 Signal Poles and Underground Works 35 1984 1990 2025 0 0 0 750,000 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 750,000 $150,000 Signals and Underground Design 35 1983 1989 2024 0 0 150,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 N/A 2015 2022 1,200 0 0 0 0 0 0 1,200 0 2,400 0 0 0 0 0 1,200 0 0 0 0 1,200 3,600 $5,000 Inverter 15 N/A 2007 2022 5,000 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 5,000 0 0 0 5,000 10,000 $4,328 LED Signal Heads 17 1984 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 8,656 $2,000 LED Pedestrian Heads 7 1984 2015 2022 2,000 0 0 0 0 0 0 2,000 0 4,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at Mary Avenue
$71,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71,000 0 0 0 0 0 $750,000 Signal Poles and Underground Works 35 1988 1994 2029 0 0 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 1987 1993 2028 0 0 0 0 0 0 150,000 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 3,600 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 10,000 $4,328 LED Signal Heads 17 1988 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 8,656 $2,000 LED Pedestrian Heads 7 1988 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at Hollenbeck Avenue
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 56,000 $750,000 Signal Poles and Underground Works 35 1981 1990 2025 0 0 0 750,000 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 750,000 $150,000 Signals and Underground Design 35 1980 1989 2024 0 0 150,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 3,600 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 1981 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 0 $2,000 LED Pedestrian Heads 7 1981 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at S Murphy Avenue
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 56,000 $400,000 Signal Poles and Underground Works 35 1974 1988 2023 0 400,000 0 0 0 0 0 0 0 400,000 0 0 0 0 0 0 0 0 0 0 0 400,000 $80,000 Signals and Underground Design 35 1973 1987 2022 80,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 3,600 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 1974 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 0 $2,000 LED Pedestrian Heads 7 1974 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at Sunnyvale Avenue
$58,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58,000 0 0 0 58,000 56,000 $750,000 Signal Poles and Underground Works 35 2013 2013 2048 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 2012 2012 2047 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 2016 2016 2023 0 1,500 0 0 0 0 0 0 1,500 1,500 0 0 0 0 0 0 1,500 0 0 0 1,200 3,600 $3,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 2013 2013 2030 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 0 0 0 0 0 $2,000 LED Pedestrian Heads 7 2013 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at Cezanne Drive
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 0 $750,000 Signal Poles and Underground Works 35 1981 1988 2023 0 750,000 0 0 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 750,000 $150,000 Signals and Underground Design 35 1980 1987 2022 150,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 2020 2020 2027 0 0 0 0 0 1,500 0 0 0 0 0 0 0 1,500 0 0 0 0 0 0 2,400 3,600 $3,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 1981 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 0 $2,000 LED Pedestrian Heads 7 1981 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 El Camino Real at S Fair Oaks Avenue-Remington Drive
$56,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56,000 0 0 0 56,000 0 $750,000 Signal Poles and Underground Works 35 1985 1992 2027 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 1984 1991 2026 0 0 0 0 150,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 0 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 1985 2005 2022 4,328 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 4,328 0 4,328 0 $2,000 LED Pedestrian Heads 7 1985 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 2,000 6,000 Est. Life
(Yrs)
Assumed Year to
Start
Replacement
Sch.
Replacement
Actual Year
of Install
Attachment 3
CITY OF SUNNYVALE
DEPARTMENT OF PUBLIC WORKS
Traffic Signal Asset Listing
El Camino Real Traffic Signals Only
PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR 20 Yr Intersection 2022/2023 2023/2024 2024/2025 2025/2026 2026/2027 2027/2028 2028/2029 2029/2030 2030/2031PLAN TOTAL 2031/2032 2032/2033 2033/2034 2034/2035 2035/2036 2036/2037 2037/2038 2038/2039 2039/2040 2040/2041PLAN TOTAL TotalEst. Life Assumed Year to Start Sch.Actual Year
El Camino Real at Maria Lane
$72,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 72,000 0 0 0 72,000 56,000 $562,500 Signal Poles and Underground Works 35 2016 2016 2051 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $112,500 Signals and Underground Design 35 2015 2015 2050 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $187,500 Signal Poles and Underground Works (25%) 35 2008 2008 2043 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106,250 $37,500 Signals and Underground Design 35 2007 2007 2042 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 3,600 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 5,000 $4,328 LED Signal Heads 17 2016 2016 2033 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 4,328 4,328 $2,000 LED Pedestrian Heads 7 2016 2016 2023 0 2,000 0 0 0 0 0 0 2,000 2,000 0 0 0 0 0 0 2,000 0 0 0 2,000 6,000 El Camino Real at S Wolfe Road
$86,500 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86,500 0 0 0 86,500 0 $750,000 Signal Poles and Underground Works 35 2016 2016 2051 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 2015 2015 2050 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 2016 2016 2023 0 1,500 0 0 0 0 0 0 1,500 1,500 0 0 0 0 0 0 1,500 0 0 0 1,200 0 $3,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 2016 2016 2033 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 4,328 0 $2,000 LED Pedestrian Heads 7 2016 2016 2023 0 2,000 0 0 0 0 0 0 2,000 2,000 0 0 0 0 0 0 2,000 0 0 0 2,000 6,000 El Camino Real at Poplar Avenue
$70,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70,000 0 0 0 70,000 0 $750,000 Signal Poles and Underground Works 35 1992 1992 2027 0 0 0 0 0 750,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 1991 1991 2026 0 0 0 0 150,000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,200 Batteries 7 2016 2016 2023 0 1,200 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,200 0 0 0 1,200 0 $5,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 5,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 2016 2016 2033 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 4,328 0 $2,000 LED Pedestrian Heads 7 2016 2016 2023 0 2,000 0 0 0 0 0 0 2,000 2,000 0 0 0 0 0 0 2,000 0 0 0 2,000 6,000 El Camino Real at Henderson Avenue
$70,000 Controllers, Software, Communication and Cabinets 15 2019 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70,000 0 0 0 70,000 0 $750,000 Signal Poles and Underground Works 35 2016 2016 2051 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $150,000 Signals and Underground Design 35 2015 2015 2050 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 2016 2016 2023 0 1,500 0 0 0 0 0 0 1,500 1,500 0 0 0 0 0 0 1,500 0 0 0 1,200 0 $3,000 Inverter 15 2016 2016 2031 0 0 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 0 0 0 0 0 $4,328 LED Signal Heads 17 2016 2016 2033 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 4,328 0 $2,000 LED Pedestrian Heads 7 2016 2016 2023 0 2,000 0 0 0 0 0 0 2,000 2,000 0 0 0 0 0 0 2,000 0 0 0 2,000 6,000 El Camino Real at Helen Avenue (HAWK)
$20,000 Controllers, Software, Communication and Cabinets 15 2018 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20,000 0 0 0 20,000 0 $300,000 Signal Poles and Underground Works 35 2018 2018 2053 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $60,000 Signals and Underground Design 35 2017 2017 2052 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 2018 2018 2025 0 0 0 1,500 0 0 0 0 0 1,500 0 1,500 0 0 0 0 0 0 1,500 0 2,400 0 $3,000 Inverter 15 2018 2018 2033 0 0 0 0 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 0 5,000 0 $4,328 LED Signal Heads 17 2018 2018 2035 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 4,328 0 $2,000 LED Pedestrian Heads 7 2018 2018 2025 0 0 0 2,000 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 0 2,000 0 4,000 6,000 0 0
Sunnyvale Avenue at Old San Francisco Road
$48,000 Controllers, Software, Communication and Cabinets 15 2017 2022 2037 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48,000 0 0 0 0 0 $300,000 Signal Poles and Underground Works 35 2013 2013 2048 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $60,000 Signals and Underground Design 35 2012 2012 2047 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $1,500 Batteries 7 0 2015 2022 1,500 0 0 0 0 0 0 1,500 0 1,500 0 0 0 0 0 1,500 0 0 0 0 0 0 $3,000 Inverter 15 0 2007 2022 3,000 0 0 0 0 0 0 0 0 3,000 0 0 0 0 0 0 3,000 0 0 0 0 0 $4,328 LED Signal Heads 17 2013 2013 2030 0 0 0 0 0 0 0 0 4,328 0 0 0 0 0 0 0 0 0 0 0 0 0 $2,000 LED Pedestrian Heads 7 2013 2015 2022 2,000 0 0 0 0 0 0 2,000 0 2,000 0 0 0 0 0 2,000 0 0 0 0 0 6,000 0 0
$282,668 $1,172,900 $300,000 $1,503,500 $337,500 $1,689,000 $150,000 $768,700 $31,556 2,922,968 $47,000 $3,500 $24,640 $1,500 $4,328 $18,700 $862,400 $0 $29,468 $0 0 0 Yearly Adjusted by 3% 0
PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN 10 YEAR 20 Yr 2022/2023 2023/2024 2024/2025 2025/2026 2026/2027 2027/2028 2028/2029 2029/2030 2030/2031 PLAN TOTAL 2031/2032 2032/2033 2033/2034 2034/2035 2035/2036 2036/2037 2037/2038 2038/2039 2039/2040 2040/2041 PLAN TOTAL Total 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 Controllers, Software, Communication and Cabinets $48,000.00 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $831,500 $0 $0 $0 Signal Poles and Underground Works $425,000.00 $230,000 $1,150,000 $300,000 $1,500,000 $300,000 $1,687,500 $150,000 $750,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Batteries $1,500.00 $2,700 $12,900 $0 $1,500 $0 $1,500 $0 $2,700 $12,900 $0 $1,500 $0 $1,500 $0 $2,700 $12,900 $0 $1,500 $0 Inverter $3,000.00 $8,000 $0 $0 $0 $0 $0 $0 $0 $0 $47,000 $0 $3,000 $0 $0 $0 $8,000 $0 $0 $0 LED Signal Heads $4,328.00 $25,968 $0 $0 $0 $0 $0 $0 $0 $8,656 $0 $0 $21,640 $0 $4,328 $0 $0 $0 $25,968 $0 LED Pedestrian Heads $2,000.00 $16,000 $10,000 $0 $2,000 $0 $0 $0 $16,000 $10,000 $0 $2,000 $0 $0 $0 $16,000 $10,000 $0 $2,000 $0 $282,668 $1,172,900 $300,000 $1,503,500 $300,000 $1,689,000 $150,000 $768,700 $31,556 $0 $47,000 $3,500 $24,640 $1,500 $4,328 $18,700 $862,400 $0 $29,468 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,295,450 $0 $0 $0 $230,000 $1,184,500 $318,270 $1,639,091 $337,653 $1,956,275 $179,108 $922,405 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $10,700 $13,287 $0 $1,639 $0 $1,739 $0 $3,321 $16,341 $61,324 $2,016 $4,153 $2,139 $0 $4,084 $32,562 $0 $2,479 $0 $41,968 $10,300 $0 $2,185 $0 $0 $0 $19,678 $23,633 $0 $2,688 $29,955 $0 $6,356 $24,201 $15,580 $0 $46,227 $0 Assumed Costs
Controllers, Software, Communication and Cabinets
Signal Poles and Underground Works
Batteries
Inverter
3% / year escalated costs
LED Signal Heads
LED Pedestrian Heads
Controllers, Software, Communication and Cabinets
Signal Poles and Underground Works
Batteries and Inverters
LED Signal and Pedestrian Heads
Attachment 3