Agenda packet — Lake Elsinore City Council, January 13, 2026 (part 7 of 10)

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 135 65 245 133 234 93 1648 139 192 1236 161 Future Volume (veh/h) 285 135 65 245 133 234 93 1648 139 192 1236 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 300 142 68 258 140 246 98 1735 146 202 1301 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 267 225 108 329 249 370 153 1718 917 178 1916 855 Arrive On Green 0.15 0.19 0.19 0.10 0.13 0.13 0.04 0.48 0.48 0.10 0.54 0.54 Sat Flow, veh/h 1781 1195 572 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 210 258 140 246 98 1735 146 202 1301 169 Grp Sat Flow(s),veh/h/ln 1781 0 1767 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 18.0 0.0 13.1 8.8 8.4 16.0 3.3 58.0 5.1 12.0 31.9 6.6 Cycle Q Clear(g_c), s 18.0 0.0 13.1 8.8 8.4 16.0 3.3 58.0 5.1 12.0 31.9 6.6 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 267 0 333 329 249 370 153 1718 917 178 1916 855 V/C Ratio(X) 1.12 0.00 0.63 0.78 0.56 0.67 0.64 1.01 0.16 1.13 0.68 0.20 Avail Cap(c_a), veh/h 267 0 333 662 249 370 461 1718 917 178 1916 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.0 0.0 44.9 53.1 48.7 41.7 56.4 31.0 11.7 54.0 20.1 14.3 Incr Delay (d2), s/veh 92.2 0.0 8.8 4.1 8.8 9.1 4.4 24.2 0.1 108.0 1.0 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.7 0.0 6.5 3.9 4.5 7.3 1.5 28.1 1.7 10.5 12.2 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 143.2 0.0 53.7 57.2 57.6 50.9 60.9 55.2 11.8 162.0 21.1 14.4 LnGrp LOS F D E E D E F B F C B
Approach Vol, veh/h 510 644 1979 1672
Approach Delay, s/veh 106.3 54.9 52.3 37.4
Approach LOS F D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.0 20.0 16.0 62.0 15.4 26.6 9.3 68.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 18.0 16.0 12.0 58.0 23.0 11.0 16.0 54.0 Max Q Clear Time (g_c+I1), s 20.0 18.0 14.0 60.0 10.8 15.1 5.3 33.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.7 0.0 0.2 9.3 Intersection Summary
HCM 7th Control Delay, s/veh 53.2
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

APPENDIX E.2

INTERSECTION ANALYSIS

WORKSHEET - RECOMMENDED

IMPROVEMENTS WITH

COORDINATED INTERSECTIONS
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 135 65 245 133 234 93 1648 139 196 1232 161 Future Volume (veh/h) 285 135 65 245 133 234 93 1648 139 196 1232 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 300 142 68 258 140 246 98 1735 146 206 1297 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 267 225 108 329 249 370 153 1718 917 178 1916 855 Arrive On Green 0.15 0.19 0.19 0.10 0.13 0.13 0.04 0.48 0.48 0.10 0.54 0.54 Sat Flow, veh/h 1781 1195 572 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 210 258 140 246 98 1735 146 206 1297 169 Grp Sat Flow(s),veh/h/ln 1781 0 1767 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 18.0 0.0 13.1 8.8 8.4 16.0 3.3 58.0 5.1 12.0 31.8 6.6 Cycle Q Clear(g_c), s 18.0 0.0 13.1 8.8 8.4 16.0 3.3 58.0 5.1 12.0 31.8 6.6 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 267 0 333 329 249 370 153 1718 917 178 1916 855 V/C Ratio(X) 1.12 0.00 0.63 0.78 0.56 0.67 0.64 1.01 0.16 1.16 0.68 0.20 Avail Cap(c_a), veh/h 267 0 333 662 249 370 461 1718 917 178 1916 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.0 0.0 44.9 53.1 48.7 41.7 56.4 31.0 11.7 54.0 20.1 14.3 Incr Delay (d2), s/veh 92.2 0.0 8.8 4.1 8.8 9.1 4.4 24.2 0.4 115.8 1.9 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.7 0.0 6.5 3.9 4.5 7.3 1.5 28.1 1.7 10.9 12.4 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 143.2 0.0 53.7 57.2 57.6 50.9 60.9 55.2 12.1 169.8 22.0 14.8 LnGrp LOS F D E E D E F B F C B
Approach Vol, veh/h 510 644 1979 1672
Approach Delay, s/veh 106.3 54.9 52.3 39.5
Approach LOS F D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.0 20.0 16.0 62.0 15.4 26.6 9.3 68.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 18.0 16.0 12.0 58.0 23.0 11.0 16.0 54.0 Max Q Clear Time (g_c+I1), s 20.0 18.0 14.0 60.0 10.8 15.1 5.3 33.8 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.7 0.0 0.2 9.3 Intersection Summary
HCM 7th Control Delay, s/veh 53.9
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 104 243 323 145 84 275 1895 289 107 1330 77 Future Volume (veh/h) 104 104 243 323 145 84 275 1895 289 107 1330 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 109 109 256 340 153 88 289 1995 304 113 1400 81 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 138 287 540 297 270 155 334 2167 673 139 2025 499 Arrive On Green 0.08 0.15 0.15 0.17 0.24 0.24 0.06 0.14 0.14 0.08 0.31 0.31 Sat Flow, veh/h 1781 1870 1585 1781 1114 641 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 109 109 256 340 0 241 289 1995 304 113 1400 81 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1755 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 5.4 4.7 11.4 15.0 0.0 10.9 14.5 34.7 15.8 5.6 17.2 3.3 Cycle Q Clear(g_c), s 5.4 4.7 11.4 15.0 0.0 10.9 14.5 34.7 15.8 5.6 17.2 3.3 Prop In Lane 1.00 1.00 1.00 0.37 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 138 287 540 297 0 425 334 2167 673 139 2025 499 V/C Ratio(X) 0.79 0.38 0.47 1.15 0.00 0.57 0.87 0.92 0.45 0.82 0.69 0.16 Avail Cap(c_a), veh/h 218 333 579 297 0 425 435 2167 673 139 2025 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.60 0.60 0.60 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.8 34.3 23.3 37.5 0.0 29.9 41.1 37.2 29.1 40.9 27.0 22.3 Incr Delay (d2), s/veh 9.5 0.8 0.6 97.4 0.0 1.8 8.6 5.1 1.3 30.0 2.0 0.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 2.1 4.2 14.3 0.0 4.6 7.6 16.6 6.9 3.5 6.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 50.3 35.1 24.0 134.9 0.0 31.7 49.7 42.3 30.4 70.9 29.0 23.0 LnGrp LOS D D C F C D D C E C C
Approach Vol, veh/h 474 581 2588 1594
Approach Delay, s/veh 32.6 92.1 41.7 31.6
Approach LOS C F D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s11.0 42.2 19.0 17.8 20.9 32.3 11.0 25.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 7.6 36.7 17.0 13.4 16.5 19.2 7.4 12.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.4 0.4 1.4 0.1 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 43.4
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 06/17/2025 Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 399 1 845 181 1647 0 0 1283 560 Future Volume (veh/h) 0 0 0 399 1 845 181 1647 0 0 1283 560 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 280 0 1039 191 1734 0 0 1351 589
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 831 0 1479 139 2269 0 0 1645 511
Arrive On Green 0.47 0.00 0.47 0.16 0.89 0.00 0.00 0.11 0.11 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 280 0 1039 191 1734 0 0 1351 589
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 9.0 0.0 23.4 7.0 10.6 0.0 0.0 23.3 29.0 Cycle Q Clear(g_c), s 9.0 0.0 23.4 7.0 10.6 0.0 0.0 23.3 29.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 831 0 1479 139 2269 0 0 1645 511 V/C Ratio(X) 0.34 0.00 0.70 1.38 0.76 0.00 0.00 0.82 1.15 Avail Cap(c_a), veh/h 831 0 1479 139 2269 0 0 1645 511
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 0.56 0.56 0.00 0.00 0.58 0.58 Uniform Delay (d), s/veh 15.2 0.0 19.0 38.0 3.4 0.0 0.0 37.7 40.2 Incr Delay (d2), s/veh 1.1 0.0 2.8 193.7 1.4 0.0 0.0 2.8 81.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 0.0 8.6 10.2 1.7 0.0 0.0 10.9 23.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.3 0.0 21.9 231.7 4.8 0.0 0.0 40.5 122.1 LnGrp LOS B C F A D F
Approach Vol, veh/h 1319 1925 1940
Approach Delay, s/veh 20.7 27.3 65.3
Approach LOS C C E
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 44.0 11.0 33.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 25.4 12.6 9.0 31.0
Green Ext Time (p_c), s 5.5 15.9 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 39.8
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 06/17/2025 Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 743 3 200 0 0 0 0 1168 389 581 1097 0 Future Volume (veh/h) 743 3 200 0 0 0 0 1168 389 581 1097 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 849 0 142 0 1229 409 612 1155 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1227 0 546 0 1661 516 681 2014 0
Arrive On Green 0.34 0.00 0.34 0.00 0.33 0.33 0.39 1.00 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 849 0 142 0 1229 409 612 1155 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 18.5 0.0 5.8 0.0 19.2 21.1 15.0 0.0 0.0 Cycle Q Clear(g_c), s 18.5 0.0 5.8 0.0 19.2 21.1 15.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1227 0 546 0 1661 516 681 2014 0 V/C Ratio(X) 0.69 0.00 0.26 0.00 0.74 0.79 0.90 0.57 0.00 Avail Cap(c_a), veh/h 1227 0 546 0 1661 516 768 2014 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.58 0.58 0.00 Uniform Delay (d), s/veh 25.4 0.0 21.2 0.0 27.0 27.6 26.4 0.0 0.0 Incr Delay (d2), s/veh 3.2 0.0 1.2 0.0 3.0 11.9 7.9 0.7 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.7 0.0 2.2 0.0 7.8 9.2 5.2 0.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.6 0.0 22.4 0.0 30.0 39.5 34.4 0.7 0.0 LnGrp LOS C C C D C A
Approach Vol, veh/h 991 1638 1767
Approach Delay, s/veh 27.7 32.4 12.4
Approach LOS C C B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 21.7 33.3 35.0 55.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 17.0 23.1 20.5 2.0
Green Ext Time (p_c), s 0.8 2.9 2.9 10.5
Intersection Summary
HCM 7th Control Delay, s/veh 23.3
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 53 0 1730 221 0 1303 53
Future Vol, veh/h 0 0 165 0 0 53 0 1730 221 0 1303 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 56 0 1821 233 0 1372 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 686 - - 911 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 335 0 0 238 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 335 - - 238 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 26.82 24.71 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 335 238 -
HCM Lane V/C Ratio - - 0.519 0.235 -
HCM Ctrl Dly (s/v) - - 26.8 24.7 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 2.8 0.9 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 485 152 0 637 5 0 0 120 0 0 94
Future Vol, veh/h 0 485 152 0 637 5 0 0 120 0 0 94
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 511 160 0 671 5 0 0 126 0 0 99
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 335 - - 335
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 661 0 0 661
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 661 - - 661
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0 11.73 11.41

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 661 - - - - 661
HCM Lane V/C Ratio 0.191 - - - - 0.15
HCM Ctrl Dly (s/v) 11.7 - - - - 11.4
HCM Lane LOS B - - - - B
HCM 95th %tile Q(veh) 0.7 - - - - 0.5
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 208 38 24 187 0 166 1 32 0 0 0
Future Vol, veh/h 0 208 38 24 187 0 166 1 32 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 219 40 25 197 0 175 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 259 0 0 388 486 129 357 506 98 Stage 1 - - - - - - 239 239 - 247 247 -
Stage 2 - - - - - - 149 247 - 110 259 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1303 - - 545 480 896 573 467 938 Stage 1 0 - - - - - 743 706 - 735 700 -
Stage 2 0 - - - - - 838 700 - 883 692 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1303 - - 534 470 896 539 458 938 Mov Cap-2 Maneuver - - - - - - 534 470 - 539 458 -
Stage 1 - - - - - - 743 706 - 720 686 -
Stage 2 - - - - - - 821 686 - 849 692 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 1 14.92 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 571 - - 409 - - -
HCM Lane V/C Ratio 0.367 - - 0.019 - - -
HCM Ctrl Dly (s/v) 14.9 - - 7.8 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 1.7 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 06/17/2025
Rcommended Improvements (Coordinated Intersections) 10:55 am 06/17/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 3.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 397 2 3 365 33 11 2 6 12 0 167
Future Vol, veh/h 82 397 2 3 365 33 11 2 6 12 0 167
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 86 418 2 3 384 35 12 2 6 13 0 176
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 419 0 0 420 0 0 982 1017 419 999 1001 402 Stage 1 - - - - - - 592 592 - 408 408 -
Stage 2 - - - - - - 391 425 - 592 593 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1140 - - 1139 - - 228 238 634 222 243 649 Stage 1 - - - - - - 493 494 - 620 597 -
Stage 2 - - - - - - 634 586 - 493 494 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1140 - - 1139 - - 149 213 634 196 218 649 Mov Cap-2 Maneuver - - - - - - 149 213 - 196 218 -
Stage 1 - - - - - - 444 445 - 618 595 -
Stage 2 - - - - - - 460 584 - 438 445 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.43 0.06 24.4 14.62

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 205 307 - - 13 - - 561
HCM Lane V/C Ratio 0.097 0.076 - - 0.003 - - 0.336
HCM Ctrl Dly (s/v) 24.4 8.4 0 - 8.2 0 - 14.6
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.5

APPENDIX F
I-15/SR-74 (CENTRAL AVENUE)

INTERCHANGE INPROVEMENT

PROJECT
The project team selected the
Locally Preferred Alternative
in March 2022 because it will
solve the I-15 on-and off-ramp
queuing issues without relocating
any local businesses. Once the
environmental clearance is
completed (estimated in July 2023)
the final design will take 18 to 20
months. Construction is scheduled
to start mid-2024 and be open to
the public December 2025.

I-15/SR-74 (CENTRAL AVENUE)

INTERCHANGE IMPROVEMENT PROJECT
The City of Lake Elsinore in cooperation with the California Department of Transportation, is proposing improvements to the Interstate 15 (I-15)/State Route 74 (SR-74) (Central Avenue) interchange. The Project is needed to improve freight mobility along the I-15 and SR-74 corridors, reduce congestion at the interchange, and alleviate traffic in the surrounding local intersections.

PROJECT OVERVIEW

PROJECT GOAL
The Project is designed to relieve
congestion and support regional
growth and development by
providing additional ramp storage
capacity, and adding connections
between I-15 and SR-74.

GRENHOUSE GAS

EMISSIONS GOAL
An Air Quality Report concluded
that the Project would not
increase regional criteria
pollutants, Mobile Source Air
Toxins (MSAT), or greenhouse gas
(GHG) emissions.

PROJECT STATUS
Visit the project website at: www.lake-elsinore.org/CentralAveInterchange The project team selected the
Locally Preferred Alternative in
March 2020 because it will solve
the I-15 on-and off-ramp queuing
issues with minimal relocation
of local businesses. Once the
environmental clearance is
completed (estimated in July 2023)
construction is scheduled to start
mid-2024 and the project will be
open to the public December 2025.

I-15/SR-74 (CENTRAL AVENUE) INTERCHANGE IMPROVEMENT PROJECT

Additional northbound and southbound
acceleration/deacceleration lanes
15 Widen to 6 lanes
New Exit C
New Exit B
Exit A
Widen to 8 lanes
NB
SB
Dexter Ave
New On-Ramp
-Widen Dexter Ave
-Drainage Culvert Extensions
SR-74 (Central Avenue)
Collier Avenue/SR-74
Signalization Improvements
Ramp Metering
Caltrans (State) Right of Way
City/County of Riverside Limits
Grading Limits
New Sidewalks
The City will identify, contact, and include the perspectives of disadvantaged and historically marginalized groups in project planning and implementation. The proposed interchange improvements will reduce pollution and traffic in disadvantaged neighborhoods within the project area.

EQUITY

PROJECT IMPROVEMENTS
• Add two additional exits on NB I-15 at the SR-74/Central Ave interchange. • Add acceleration and deacceleration lanes on both northbound and southbound I-15. • Widen southbound off- and on-ramps and install ramp metering. • Widen SR-74 from Riverside Drive to Central Avenue from 2 to 4 lanes and from Collier Avenue to Cambern Avenue from 6 to 8 lanes.
• Modify or install new traffic signals at intersections at various intersections along Dexter Avenue and SR-74.
• Construct 913 feet of new sidewalk on SR-74 (Central Ave).

The project will include the following improvements:

Visit the project website at: www.lake-elsinore.org/CentralAveInterchange APPENDIX G.1

DRIEWAY AND OFF-SITE QUEUING

ANALYSIS WORKSHEETS
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative AM SimTraffic Report

Page 1 ends

Intersection: 1: Central Ave & Cambern Ave
Movement EB EB WB WB WB WB NB NB NB NB NB SB
Directions Served L TR L L T R L L T T R L
Maximum Queue (ft) 135 139 190 208 109 54 105 106 183 194 108 120 Average Queue (ft) 62 56 120 165 35 16 25 51 82 81 28 78 95th Queue (ft) 110 102 195 220 79 44 66 86 151 156 74 125 Link Distance (ft) 735 191 191 191 233 233 233
Upstream Blk Time (%) 0 15
Queuing Penalty (veh) 0 22
Storage Bay Dist (ft) 300 228 320 320 508
Storage Blk Time (%) 0 15
Queuing Penalty (veh) 0 15
Intersection: 1: Central Ave & Cambern Ave
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 150 168 79
Average Queue (ft) 119 122 27
95th Queue (ft) 131 137 61
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 480
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative AM SimTraffic Report

Page 2 ends

Intersection: 2: Dexter Ave & Central Ave
Movement EB EB EB B24 B24 WB WB NB NB NB NB NB
Directions Served L T R T T L TR L T T T R
Maximum Queue (ft) 209 882 901 122 141 261 326 259 349 279 262 149 Average Queue (ft) 58 336 544 48 50 251 303 213 246 195 130 52 95th Queue (ft) 157 872 1063 145 151 266 325 295 386 302 242 123 Link Distance (ft) 811 811 107 107 261 259 259 259
Upstream Blk Time (%) 10 40 34 36 51 80 6 14 2 0
Queuing Penalty (veh) 0 0 0 0 0 344 0 84 13 3
Storage Bay Dist (ft) 185 260 350 350
Storage Blk Time (%) 4 55 80 6 14 0
Queuing Penalty (veh) 3 142 148 25 49 1
Intersection: 2: Dexter Ave & Central Ave
Movement SB SB SB SB SB SB
Directions Served L T T T T R
Maximum Queue (ft) 256 556 558 530 550 588
Average Queue (ft) 167 459 465 484 486 405
95th Queue (ft) 346 574 586 563 603 816
Link Distance (ft) 518 518 518 518 518
Upstream Blk Time (%) 15 9 4 25 46
Queuing Penalty (veh) 45 28 12 75 140
Storage Bay Dist (ft) 231
Storage Blk Time (%) 0 83
Queuing Penalty (veh) 0 65
Intersection: 3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp Movement WB WB WB NB NB NB NB SB SB SB SB
Directions Served L LTR R L T T T T T T R
Maximum Queue (ft) 344 324 342 205 377 297 253 280 297 284 261 Average Queue (ft) 157 222 157 135 204 163 140 259 267 265 158 95th Queue (ft) 248 309 294 226 343 293 241 286 292 278 250 Link Distance (ft) 1245 445 445 445 259 259 259 259
Upstream Blk Time (%) 23 32 33 2
Queuing Penalty (veh) 126 173 184 9
Storage Bay Dist (ft) 330 330 180
Storage Blk Time (%) 0 0 0 1 12
Queuing Penalty (veh) 0 1 0 3 21
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative AM SimTraffic Report

Page 3 ends

Intersection: 4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave Movement EB EB EB NB NB NB NB SB SB SB SB
Directions Served L LTR R T T T R L L T T
Maximum Queue (ft) 233 254 280 500 487 332 402 214 368 390 561 Average Queue (ft) 118 180 112 315 235 128 198 148 165 167 203 95th Queue (ft) 202 240 223 457 380 216 332 218 288 338 414 Link Distance (ft) 1449 687 687 687 687 445 445 445
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 190
Storage Blk Time (%) 1 5
Queuing Penalty (veh) 4 17
Intersection: 5: Central Ave & Driveway 1
Movement EB WB SB SB SB B25 B25 B25
Directions Served R R T T T T T T
Maximum Queue (ft) 251 66 183 184 223 31 125 251
Average Queue (ft) 97 20 28 31 79 2 5 37
95th Queue (ft) 234 53 118 119 222 14 43 149
Link Distance (ft) 236 216 108 108 108 233 233 233
Upstream Blk Time (%) 3 3 2 21 0
Queuing Penalty (veh) 0 15 10 98 1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Driveway 2 & Cambern Ave
Movement WB WB NB SB
Directions Served T T R R
Maximum Queue (ft) 182 106 54 70
Average Queue (ft) 26 4 19 30
95th Queue (ft) 100 35 49 55
Link Distance (ft) 422 422 288 197
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative AM SimTraffic Report

Page 4 ends

Intersection: 7: Driveway 3 & Cambern Ave
Movement WB NB
Directions Served LT LTR
Maximum Queue (ft) 27 74
Average Queue (ft) 1 32
95th Queue (ft) 9 55
Link Distance (ft) 518 294
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Dexter Ave & Driveway 4
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 275 905 236 413
Average Queue (ft) 81 875 57 358
95th Queue (ft) 251 940 165 529
Link Distance (ft) 261 866 221 398
Upstream Blk Time (%) 9 95 6 73
Queuing Penalty (veh) 36 0 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 31:

Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1910
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PM SimTraffic Report

Page 1 ends

Intersection: 1: Central Ave & Cambern Ave
Movement EB EB WB WB WB WB NB NB NB NB NB B25
Directions Served L TR L L T R L L T T R T
Maximum Queue (ft) 324 798 191 247 200 77 88 233 304 330 177 180 Average Queue (ft) 204 284 174 208 48 39 25 95 222 241 54 43 95th Queue (ft) 365 768 229 227 139 71 57 256 371 378 129 151 Link Distance (ft) 735 191 191 191 233 233 233 108
Upstream Blk Time (%) 14 3 81 4 0 18 25 9
Queuing Penalty (veh) 0 0 196 9 0 107 148 55
Storage Bay Dist (ft) 300 228 320 320
Storage Blk Time (%) 22 2 3 81 0 18
Queuing Penalty (veh) 45 6 3 99 2 17
Intersection: 1: Central Ave & Cambern Ave
Movement B25 SB SB SB SB
Directions Served T L T T R
Maximum Queue (ft) 181 142 168 153 104
Average Queue (ft) 49 106 112 120 31
95th Queue (ft) 161 142 150 131 77
Link Distance (ft) 108
Upstream Blk Time (%) 11
Queuing Penalty (veh) 64
Storage Bay Dist (ft) 508 480
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PM SimTraffic Report

Page 2 ends

Intersection: 2: Dexter Ave & Central Ave
Movement EB EB EB B24 WB WB NB NB NB NB NB SB
Directions Served L T R T L TR L T T T R L
Maximum Queue (ft) 210 758 350 112 260 318 259 316 291 297 260 256 Average Queue (ft) 56 186 142 4 235 283 102 161 178 163 93 214 95th Queue (ft) 146 546 279 37 272 312 216 316 332 332 247 344 Link Distance (ft) 811 811 107 261 260 260 260
Upstream Blk Time (%) 0 44 95 0 1 2 18 1
Queuing Penalty (veh) 0 0 410 0 7 20 148 0
Storage Bay Dist (ft) 185 260 350 350 231
Storage Blk Time (%) 0 21 44 95 0 1 18 1 35
Queuing Penalty (veh) 0 22 101 200 0 2 47 4 115
Intersection: 2: Dexter Ave & Central Ave
Movement SB SB SB SB SB
Directions Served T T T T R
Maximum Queue (ft) 583 574 573 548 621
Average Queue (ft) 477 432 403 367 321
95th Queue (ft) 685 662 644 658 774
Link Distance (ft) 518 518 518 518 518
Upstream Blk Time (%) 62 32 14 31 45
Queuing Penalty (veh) 181 93 42 90 133
Storage Bay Dist (ft)
Storage Blk Time (%) 53
Queuing Penalty (veh) 56
Intersection: 3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp Movement WB WB WB NB NB NB NB SB SB SB SB
Directions Served L LTR R L T T T T T T R
Maximum Queue (ft) 354 1294 355 205 475 504 485 293 306 307 269 Average Queue (ft) 310 1245 128 203 452 379 317 273 257 255 146 95th Queue (ft) 355 1423 398 215 504 591 546 288 308 308 268 Link Distance (ft) 1260 444 444 444 260 260 260 260
Upstream Blk Time (%) 86 37 4 17 60 25 12 2
Queuing Penalty (veh) 0 244 28 110 266 114 52 7
Storage Bay Dist (ft) 330 330 180
Storage Blk Time (%) 20 89 0 83 17
Queuing Penalty (veh) 212 557 2 453 31
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PM SimTraffic Report

Page 3 ends

Intersection: 4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave Movement EB EB EB NB NB NB NB SB SB SB SB
Directions Served L LTR R T T T R L L T T
Maximum Queue (ft) 335 1483 335 739 739 726 716 215 479 298 290 Average Queue (ft) 281 1135 196 610 582 496 372 214 461 148 153 95th Queue (ft) 438 1994 428 846 839 862 882 215 469 234 222 Link Distance (ft) 1444 687 687 687 687 444 444 444
Upstream Blk Time (%) 36 45 28 27 23 62
Queuing Penalty (veh) 0 0 0 0 0 341
Storage Bay Dist (ft) 310 310 190
Storage Blk Time (%) 10 44 0 40 86
Queuing Penalty (veh) 61 207 1 108 230
Intersection: 5: Central Ave & Driveway 1
Movement EB WB NB NB NB SB SB SB B25 B25 B25 B25
Directions Served R R T T T T T T T T T T
Maximum Queue (ft) 251 232 409 435 76 219 204 186 279 233 299 142 Average Queue (ft) 111 44 45 45 4 141 110 91 141 113 111 33 95th Queue (ft) 267 154 225 233 32 271 246 242 312 277 317 121 Link Distance (ft) 236 216 518 518 518 108 108 108 233 233 233 233 Upstream Blk Time (%) 8 4 61 38 41 7 3 15
Queuing Penalty (veh) 0 0 237 147 160 29 10 58
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Driveway 2 & Cambern Ave
Movement EB WB WB NB SB
Directions Served TR T T R R
Maximum Queue (ft) 44 438 434 103 212
Average Queue (ft) 1 292 157 43 193
95th Queue (ft) 15 464 374 71 208
Link Distance (ft) 191 422 422 288 197
Upstream Blk Time (%) 15 1 92
Queuing Penalty (veh) 17 1 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PM SimTraffic Report

Page 4 ends

Intersection: 7: Driveway 3 & Cambern Ave
Movement WB WB NB
Directions Served LT T LTR
Maximum Queue (ft) 117 27 310
Average Queue (ft) 14 1 89
95th Queue (ft) 57 9 222
Link Distance (ft) 518 518 294
Upstream Blk Time (%) 3
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Dexter Ave & Driveway 4
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 269 905 236 411
Average Queue (ft) 88 858 163 377
95th Queue (ft) 279 934 306 484
Link Distance (ft) 261 866 221 398
Upstream Blk Time (%) 23 92 48 79
Queuing Penalty (veh) 111 0 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 31:

Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 6220
Intersection: 7: Driveway 3 & Cambern Ave
Movement WB NB
Directions Served LT LTR
Maximum Queue (ft) 31 135
Average Queue (ft) 4 60
95th Queue (ft) 20 102
Link Distance (ft) 518 294
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
note: O-Ds adjusted
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP AM SimTraffic Report

Page 1 ends

Intersection: 1: Central Ave & Cambern Ave
Movement EB EB WB WB WB WB NB NB NB NB NB SB
Directions Served L TR L L T R L L T T R L
Maximum Queue (ft) 156 96 191 223 113 51 74 90 138 187 117 120 Average Queue (ft) 59 45 126 163 37 23 21 50 73 76 30 69 95th Queue (ft) 119 93 209 234 83 43 51 81 117 146 84 127 Link Distance (ft) 735 191 191 191 233 233 233
Upstream Blk Time (%) 0 17
Queuing Penalty (veh) 0 25
Storage Bay Dist (ft) 300 228 320 320 508
Storage Blk Time (%) 0 17
Queuing Penalty (veh) 0 17
Intersection: 1: Central Ave & Cambern Ave
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 144 139 75
Average Queue (ft) 118 120 25
95th Queue (ft) 137 128 57
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 480
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP AM SimTraffic Report

Page 2 ends

Intersection: 2: Dexter Ave & Central Ave
Movement EB EB EB WB WB NB NB NB NB NB SB SB
Directions Served L T R L TR L T T T R L T
Maximum Queue (ft) 154 139 799 261 322 259 315 263 265 218 256 554 Average Queue (ft) 47 71 246 245 289 181 182 170 154 63 179 501 95th Queue (ft) 110 120 566 270 320 284 305 281 259 151 355 564 Link Distance (ft) 811 811 261 260 260 260 518
Upstream Blk Time (%) 0 26 90 1 3 0 1 21
Queuing Penalty (veh) 0 0 462 0 20 3 3 64
Storage Bay Dist (ft) 185 260 350 350 231
Storage Blk Time (%) 36 90 1 3 1 0 86
Queuing Penalty (veh) 94 241 6 11 1 1 67
Intersection: 2: Dexter Ave & Central Ave
Movement SB SB SB SB
Directions Served T T T R
Maximum Queue (ft) 573 542 546 621
Average Queue (ft) 500 494 502 432
95th Queue (ft) 570 542 562 763
Link Distance (ft) 518 518 518 518
Upstream Blk Time (%) 16 9 21 35
Queuing Penalty (veh) 48 28 65 105
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp Movement WB WB WB NB NB NB NB SB SB SB SB
Directions Served L LTR R L T T T T T T R
Maximum Queue (ft) 297 323 348 205 364 295 246 285 302 289 227 Average Queue (ft) 157 204 142 112 130 126 122 267 271 266 157 95th Queue (ft) 256 286 257 197 288 244 225 282 287 280 265 Link Distance (ft) 1266 445 445 445 260 260 260 260
Upstream Blk Time (%) 24 23 21
Queuing Penalty (veh) 137 130 120
Storage Bay Dist (ft) 330 330 180
Storage Blk Time (%) 0 0 0 4
Queuing Penalty (veh) 0 1 0 6
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP AM SimTraffic Report

Page 3 ends

Intersection: 4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave Movement EB EB EB NB NB NB NB SB SB SB SB
Directions Served L LTR R T T T R L L T T
Maximum Queue (ft) 218 252 197 458 450 199 313 215 420 384 404 Average Queue (ft) 106 165 98 299 238 110 180 179 212 227 237 95th Queue (ft) 199 234 200 412 389 190 289 234 333 385 395 Link Distance (ft) 1448 687 687 687 687 445 445 445
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 310 310 190
Storage Blk Time (%) 2 7
Queuing Penalty (veh) 7 27
Intersection: 5: Central Ave & Driveway 1
Movement EB WB SB SB SB B25 B25 B25 B25
Directions Served R R T T T T T T T
Maximum Queue (ft) 251 46 202 184 186 261 249 296 85
Average Queue (ft) 91 18 43 43 62 23 24 52 3
95th Queue (ft) 233 35 149 144 192 139 140 215 28
Link Distance (ft) 236 216 108 108 108 233 233 233 233
Upstream Blk Time (%) 16 10 9 20 1 0 3
Queuing Penalty (veh) 0 48 42 93 2 2 15
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Driveway 2 & Cambern Ave
Movement WB WB NB SB
Directions Served T T R R
Maximum Queue (ft) 290 210 68 74
Average Queue (ft) 46 22 20 29
95th Queue (ft) 182 118 50 60
Link Distance (ft) 422 422 288 197
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP AM SimTraffic Report

Page 4 ends

Intersection: 7: Driveway 3 & Cambern Ave
Movement NB
Directions Served LTR
Maximum Queue (ft) 79
Average Queue (ft) 35
95th Queue (ft) 62
Link Distance (ft) 294
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Dexter Ave & Driveway 4
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 273 900 236 413
Average Queue (ft) 68 874 170 373
95th Queue (ft) 235 891 291 465
Link Distance (ft) 261 866 221 398
Upstream Blk Time (%) 4 99 50 89
Queuing Penalty (veh) 16 0 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 31:

Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 1910
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP PM SimTraffic Report

Page 1 ends

Intersection: 1: Central Ave & Cambern Ave
Movement EB EB WB WB WB WB NB NB NB NB NB B25
Directions Served L TR L L T R L L T T R T
Maximum Queue (ft) 299 301 191 230 208 160 46 232 340 351 192 180 Average Queue (ft) 162 85 181 207 80 55 11 33 226 230 46 56 95th Queue (ft) 263 179 234 220 182 105 37 104 366 375 124 179 Link Distance (ft) 735 191 191 191 233 233 233 108
Upstream Blk Time (%) 4 71 2 0 23 26 13
Queuing Penalty (veh) 0 173 5 0 136 154 80
Storage Bay Dist (ft) 300 228 320 320
Storage Blk Time (%) 0 0 4 71 0 23
Queuing Penalty (veh) 0 0 5 87 0 21
Intersection: 1: Central Ave & Cambern Ave
Movement B25 B25 SB SB SB SB
Directions Served T T L T T R
Maximum Queue (ft) 181 71 120 121 140 104
Average Queue (ft) 59 6 111 96 112 24
95th Queue (ft) 186 37 134 161 157 74
Link Distance (ft) 108 108
Upstream Blk Time (%) 16
Queuing Penalty (veh) 96
Storage Bay Dist (ft) 508 480
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP PM SimTraffic Report

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Intersection: 2: Dexter Ave & Central Ave
Movement EB EB EB B24 B24 WB WB NB NB NB NB NB
Directions Served L T R T T L TR L T T T R
Maximum Queue (ft) 110 882 891 122 122 261 328 223 276 268 275 258 Average Queue (ft) 18 488 626 64 63 245 275 86 94 118 81 27 95th Queue (ft) 60 1165 1184 157 154 268 326 179 238 264 219 103 Link Distance (ft) 811 811 107 107 261 259 259 259
Upstream Blk Time (%) 52 57 53 55 32 78 1 1 0 0
Queuing Penalty (veh) 0 0 0 0 0 425 5 7 2 0
Storage Bay Dist (ft) 185 260 350 350
Storage Blk Time (%) 33 78 1 0 0
Queuing Penalty (veh) 76 253 2 1 0
Intersection: 2: Dexter Ave & Central Ave
Movement SB SB SB SB SB SB
Directions Served L T T T T R
Maximum Queue (ft) 256 553 540 543 552 584
Average Queue (ft) 168 368 363 351 351 247
95th Queue (ft) 335 685 665 651 646 693
Link Distance (ft) 518 518 518 518 518
Upstream Blk Time (%) 35 26 9 22 33
Queuing Penalty (veh) 102 75 26 63 96
Storage Bay Dist (ft) 231
Storage Blk Time (%) 4 57
Queuing Penalty (veh) 12 61
Intersection: 3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp Movement WB WB WB NB NB NB NB SB SB SB SB
Directions Served L LTR R L T T T T T T R
Maximum Queue (ft) 354 1321 355 205 466 520 448 286 284 289 267 Average Queue (ft) 322 1221 267 204 459 213 164 251 239 226 153 95th Queue (ft) 375 1546 498 205 466 469 370 319 313 320 241 Link Distance (ft) 1258 445 445 445 259 259 259 259
Upstream Blk Time (%) 73 71 4 0 53 23 9 0
Queuing Penalty (veh) 0 478 25 1 249 110 40 1
Storage Bay Dist (ft) 330 330 180
Storage Blk Time (%) 45 71 1 94 3
Queuing Penalty (veh) 492 461 8 531 6
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP PM SimTraffic Report

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Intersection: 4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave Movement EB EB EB NB NB NB NB SB SB SB SB
Directions Served L LTR R T T T R L L T T
Maximum Queue (ft) 335 1464 335 739 721 703 702 215 466 177 182 Average Queue (ft) 292 1450 90 690 657 544 404 214 459 67 88 95th Queue (ft) 333 1466 334 757 779 839 874 217 466 145 163 Link Distance (ft) 1449 687 687 687 687 445 445 445
Upstream Blk Time (%) 94 67 23 20 17 67
Queuing Penalty (veh) 0 0 0 0 0 376
Storage Bay Dist (ft) 310 310 190
Storage Blk Time (%) 5 91 0 58 85
Queuing Penalty (veh) 33 452 1 167 247
Intersection: 5: Central Ave & Driveway 1
Movement EB WB NB NB SB SB SB B25 B25 B25
Directions Served R R T T T T T T T T
Maximum Queue (ft) 251 220 223 309 202 184 202 268 247 250 Average Queue (ft) 63 57 30 38 84 74 81 59 46 49
95th Queue (ft) 175 163 125 165 234 203 226 200 185 183 Link Distance (ft) 236 216 518 518 108 108 108 233 233 233 Upstream Blk Time (%) 0 5 31 20 26 1 0 1
Queuing Penalty (veh) 0 0 119 76 101 4 1 3
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Driveway 2 & Cambern Ave
Movement EB WB WB NB SB
Directions Served TR T T R R
Maximum Queue (ft) 46 378 336 100 212
Average Queue (ft) 2 207 129 41 197
95th Queue (ft) 15 320 281 68 225
Link Distance (ft) 191 422 422 288 197
Upstream Blk Time (%) 88
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 08/01/2025
OY 2026 Cumulative PP PM SimTraffic Report

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Intersection: 7: Driveway 3 & Cambern Ave
Movement WB NB
Directions Served LT LTR
Maximum Queue (ft) 51 133
Average Queue (ft) 5 63
95th Queue (ft) 26 112
Link Distance (ft) 518 294
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Dexter Ave & Driveway 4
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 273 881 224 413
Average Queue (ft) 32 583 78 395
95th Queue (ft) 152 1137 200 415
Link Distance (ft) 261 866 221 398
Upstream Blk Time (%) 1 46 16 98
Queuing Penalty (veh) 5 0 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 31:

DRIVEWAY QUEUING ANALYSIS

WORKSHEETS WITH

RECOMMENDED IMPROVEMENTS
Queuing and Blocking Report
Baseline 06/18/2025
TEST OY 2026 Cumulative PP PM 1 SimTraffic Report

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Intersection: 4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave Movement EB EB EB NB NB NB NB SB SB SB SB
Directions Served L LTR R T T T R L L T T
Maximum Queue (ft) 335 1503 335 735 717 723 732 214 309 249 253 Average Queue (ft) 320 1303 256 654 625 569 495 128 149 109 101 95th Queue (ft) 376 1921 467 842 845 891 947 210 245 247 254 Link Distance (ft) 1449 687 687 687 687 445 445 445
Upstream Blk Time (%) 67 58 26 28 27
Queuing Penalty (veh) 0 0 0 0 0
Storage Bay Dist (ft) 310 310 190
Storage Blk Time (%) 15 67 0 1 3
Queuing Penalty (veh) 85 315 3 2 8
Intersection: 5: Central Ave & Driveway 1
Movement EB WB NB NB
Directions Served R R T T
Maximum Queue (ft) 100 90 107 204
Average Queue (ft) 18 29 10 14
95th Queue (ft) 67 69 56 104
Link Distance (ft) 236 216 518 518
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Driveway 2 & Cambern Ave
Movement EB WB WB NB SB
Directions Served TR T T R R
Maximum Queue (ft) 6 98 53 70 76
Average Queue (ft) 0 6 3 41 38
95th Queue (ft) 5 49 29 64 64
Link Distance (ft) 191 422 422 288 197
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
Baseline 06/18/2025
TEST OY 2026 Cumulative PP PM 1 SimTraffic Report

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Intersection: 7: Driveway 3 & Cambern Ave
Movement WB NB
Directions Served LT LTR
Maximum Queue (ft) 32 131
Average Queue (ft) 6 62
95th Queue (ft) 24 108
Link Distance (ft) 518 294
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Dexter Ave & Driveway 4
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 152 234 53 239
Average Queue (ft) 35 29 16 84
95th Queue (ft) 95 142 44 207
Link Distance (ft) 261 866 221 398
Upstream Blk Time (%) 1
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 31:

Movement
Directions Served
Maximum Queue (ft)
Average Queue (ft)
95th Queue (ft)
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 3032
November 14, 2025
Sophia Tatlyan
Senior Planner – Michael Baker International
3760 Kilroy Airport Way, Suite 270
Long Beach, CA 90806
RE: Trip Generation Memorandum for the Proposed Walmart Fuel Station in the City of Lake Elsinore
Dear Ms. Tatylan:

Kimley-Horn and Associates, Inc. is pleased to submit this memorandum to elaborate on the anticipated trip generation for the proposed Walmart Fuel Station located east of the intersection of Central Avenue and Dexter Avenue in the City of Lake Elsinore. This memorandum serves as a supplement to the approved Traffic Impact Analysis (TIA) for the subject project, which was approved by City of Lake Elsinore staff on August 25, 2025.

This memorandum has been prepared in response to concerns from City Planning Commission staff regarding the Walmart Fuel Station’s proposed trip generation. During a scheduled City Planning Commission meeting in October 2025, City staff expressed concern over the potential added congestion along the main thoroughfare adjacent to the proposed development, particularly along Central Avenue and at the I-15 Ramp intersections. The referenced TIA evaluated anticipated project trip generation consistent with Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) methodology. After application of pass-by and diverted link trip reductions, the project is estimated to generate a net of 1,376 daily trips, with 76 net new trips in the morning peak hour and 120 net new trips in the evening peak hour. The trip generation did not account for any additional reductions in order to maintain a conservative analysis.

However, the characteristics of the proposed project site and the surrounding area may reasonably contribute to further reductions in trip generation. The proposed project will be located in the existing Walmart store parking lot, which is connected to several commercial uses via internal drive aisles, including multiple fast-food restaurants with drive-throughs, sit-down restaurants, retail stores, a commercial gym, and an auto parts store. Per the ITE Trip Generation Handbook (3rd Edition) a development of two or more uses has potential for interaction amongst the two, referred to as “internal capture” trips, where “as a result, the total generation of external trips (that is, those entering and exiting the overall site) may be less than the simple sum of the trips generated by each discrete land use.” Furthermore, applicability of internal capture trips is defined by the ability for trips between land uses to “be made on site and these internal trips do not utilize the major street system.

In some mixed-use developments, these internal trips can be made either by walking or by vehicles using internal roadways without using external streets).” Per ITE methodology, the Walmart Fuel Station would be located within a mixed-use area and would warrant internal capture reductions. In order to assess approximate internal capture reductions, trip generation estimates were derived for all developments bound by Cambern Avenue, Central Avenue, and Dexter Avenue that are accessible via internal drive aisles or by walking. Estimates were

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generated using ITE Trip Generation Manual (11th Edition) rates, where square footage estimates were derived from aerial imagery. It should be noted that the square footage estimates are approximate.

The resulting site trip generation (without application of pass-by, diverted, or internal capture trips) is included on Attachment A.

Per ITE Trip Generation Handbook (3rd Edition) methodology, internal capture percentages are developed using the National Cooperative Highway Research Program (NCHRP) 684 Internal Capture Trip Estimation Tool. The trip generation estimates derived in Attachment A were utilized for morning and evening peak hour internal capture calculations. The resulting internal capture percentages are shown on Attachment B. Review of the attachment shows that the development is anticipated to have an internal capture percentage of 12% in the morning peak hour, and 8% in the evening peak hour. As previously mentioned, internal capture reductions were not encompassed in the approved TIA; therefore it can be stated that the true trip generation associated with the Walmart Fuel Station may be up to an average of 10% below what was analyzed in the TIA per ITE and NCHRP methodology.

Furthermore, these internal capture trips are relative to general land use categorizations – for example the uses included in Attachment A are more broadly defined as retail, restaurant, and other in Attachment B, per ITE and NCHRP methodology. It’s important to note that the proposed fuel station is a Walmart development within the Walmart parking lot, and offers specific benefits (mainly cheaper fuel) to Walmart customers. While an exact quantity is not defined, it is assumed that the internal capture between the Walmart store and Walmart Fuel Station is greater than stated in ITE/NCHRP methodology, as customers will likely opt to take advantage of these benefits. Walmart customers would have access to cheaper fuel than at other adjacent fuel stations after shopping instore, and therefore would more commonly make one total trip to get fuel and shop in-store.

Lastly, Planning Commission staff raised concern over the number of fuel stations in the local vicinity.

While the applicant understands this concern, it is important to note that the local concentration of fuel stations likely would also reduce overall trip generation. Given that a majority of fuel station’s customer base is diverted and pass-by trips, the presence of multiple fuel stations in the same geographic area would provide a reduction of demand at each location, further reducing the trip generation at the proposed Walmart Fuel Station.

Please contact me if you have any questions or comments.

Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.

Dallas Willey
(951) 374-0710

ATTACHMENT A

APPROXIMATE SITE TRIP GENERATION

INTERNALLY ACCESSIBLE LAND USES BOUND BY CAMBERN AVE, CENTRAL AVE, AND DEXTER AVE Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Health/Fitness Club 492 KSF * 0.668 0.642 1.31 1.967 1.484 3.45 Free Standing Discount Superstore 813 KSF 50.52 1.042 0.818 1.86 2.122 2.208 4.33 Strip Retail Plaza (<40k) 822 KSF 54.45 1.416 0.944 2.36 3.295 3.295 6.59 Fast-Food Restaurant w/ Drive-thru 934 KSF 467.48 22.751 21.859 44.61 17.176 15.854 33.03 Automobile Parts and Service Center 943 KSF 16.6 1.375 0.535 1.91 0.803 1.257 2.06 Gasoline/Service Station 944 Fueling Position 172.01 5.14 5.14 10.28 6.955 6.955 13.91 Trip Generation Estimates 2
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Health/Fitness Club 43.000 KSF * 29 28 57 85 64 149
Free Standing Discount Superstore 160.000 KSF 8,083 167 131 298 340 353 693 Strip Retail Plaza (<40k) 16.000 KSF 871 23 15 38 53 53 106 Fast-Food Restaurant w/ Drive-thru 2.100 KSF 982 48 46 94 36 33 69 Fast-Food Restaurant w/ Drive-thru 3.700 KSF 1,730 84 81 165 64 59 123 Automobile Parts and Service Center 7.500 KSF 125 10 4 14 6 9 15 Gasoline/Service Station 20 Fueling Position 3,440 103 103 206 139 139 278 Gasoline/Service Station 14 Fueling Position 2,408 72 72 144 97 97 194 Total Project Trips 17,639 536 480 1,016 820 807 1,627
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Note: Trip generation estimates are based on approximate square footage measured via aerial imagery. The estimates serve to inform an approximate internal capture percentage for all land uses bound by Cambern Ave, Central Ave, and Dexter Ave, which are accessible by internal drive aisles.

Lake Elsinore Walmart Fuel Station
Trip Generation Memorandum
Kimley-Horn and Associates, Inc.

November 2025
- LA Fitness - Walmart - Various Retail Uses - Taco Bell - Raising Cane's - AutoZone - Walmart Fuel - Mobil/Circle K Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 700 375 325
Restaurant 259 132 127
Cinema/Entertainment 0
Residential 0
Hotel 0
All Other Land Uses2 57 29 28
1,016 536 480
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 42 0 0
Restaurant 0 18 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,016 536 480 Office N/A N/A
Internal Capture Percentage 12% 11% 13% Retail 5% 13%
Restaurant 32% 14%
External Vehicle-Trips5 896 476 420 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
NCHRP 684 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0
Cinema/Entertainment
Development Data (For Information Only )
0 0
0 Estimated Vehicle-Trips3
Land Use
WM Fuel Station
Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)
Origin (From)
Origin (From)
Destination (To)
Cinema/Entertainment
Land Use
Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 6Person-Trips
*Indicates computation that has been rounded to the nearest whole number. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete.

Lake Elsinore, CA
AM Street Peak Hour
KHA
DW
11/14/2025
Lake Elsinore Walmart Fuel Station
Trip Generation Memorandum
Kimley-Horn and Associates, Inc.

November 2025

ATTACHMENT B
Project Name: Organization:

Project Location: Performed By:

Scenario Description: Date:

Analysis Year: Checked By:

Analysis Period: Date:

ITE LUCs1 Quantity Units Total Entering Exiting
Office 0
Retail 1,286 635 651
Restaurant 192 100 92
Cinema/Entertainment 0
Residential 0
Hotel 0
All Other Land Uses2 149 85 64
1,627 820 807
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
All Other Land Uses2
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 29 0 0
Restaurant 0 38 0 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 0 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,627 820 807 Office N/A N/A
Internal Capture Percentage 8% 8% 8% Retail 6% 4%
Restaurant 29% 41%
External Vehicle-Trips5 1,493 753 740 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential N/A N/A
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 11/14/2025
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use
Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use
Entering Trips Exiting Trips
NCHRP 684 Internal Trip Capture Estimation Tool
WM Fuel Station KHA
Lake Elsinore, CA DW
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From)
Destination (To)
Cinema/Entertainment
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)
Destination (To)
Cinema/Entertainment
0 0
0 0
0 Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 6Person-Trips
1 Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P.

Lake Elsinore Walmart Fuel Station
Trip Generation Memorandum
Kimley-Horn and Associates, Inc.

November 2025

ATTACHMENT B

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ©

FOR REVIEW ONLY

NOT FOR
Kimley-Horn and Associates, Inc.

C 87934 CONSTRUCTION
LEGEND
WALMART FUEL STATION - STORE #2077
29260 CENTRAL AVE, LAKE ELSINORE CA 92532

OVERALL SITE PLAN
NORTH

PARKING TABLE

VICINITY MAP
SCALE: 1"=800'
NORTH

ELECTRIC

TELEPHONE

WATER AND SEWER

TRASH AND WASTE DISPOSAL

GAS CABLE

DATA SUMMARY
OWNER

CIVIL ENGINEER

PROFESSIONAL LAND SURVEYOR

DETAIL A
SCALE: 1"=20'

SITE ANALYSIS TABLE
LOD
Photo 1 & 15
facing east
Photo 2
facing south
Photo 3 & 4
facing westPhoto 5
facing north Photo 6, 7 & 8
facing east
Photo 9
facing southPhoto 11
facing west
Photo 10
facing east Photo 12
facing north Photo 13
facing east Photo 14
facing west
Photo 18
facing south
Photo 17
facing east
Photo 16
facing east
Photo 19
facing west
Photo 20 & 26
facing north
Photo 21
facing south
Photo 22
facing west
Photo 23
facing south Photo 24
facing west
Photo 25
facing east
Photo 27, 28 & 29
facing west, north,
and east
Photo 30 & 31
facing south
Photo 32 & 33
facing south
Photo 36 & 37
facing south
Photo 35
facing west

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kimley-horn.com 1100 W. Town and Country Road, Suite 700, Orange, CA 92868 714-939-1030 Photo 1
Time Stamp: 6:15 PM

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COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

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COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT ©

FOR REVIEW ONLY

NOT FOR
Kimley-Horn and Associates, Inc.

C 87934 CONSTRUCTION
LEGEND
WALMART FUEL STATION - STORE #2077
29260 CENTRAL AVE, LAKE ELSINORE CA 92532

OVERALL SITE PLAN
NORTH

PARKING TABLE

VICINITY MAP
SCALE: 1"=800'
NORTH

ELECTRIC

TELEPHONE

WATER AND SEWER

TRASH AND WASTE DISPOSAL

GAS CABLE

DATA SUMMARY
OWNER

CIVIL ENGINEER

PROFESSIONAL LAND SURVEYOR

DETAIL A
SCALE: 1"=20'

SITE ANALYSIS TABLE
LOD
Photo 1
facing south
Photo 9 & 10
facing west and east Photo 3
facing south
Photo 11
facing west
Photo 6, 7 & 8
facing west, north,
and east
Photo 11 & 12
facing west and south
Photo 2
facing north
Photo 18
facing south
Photo 22 & 23
facing east and west Photo 21
facing south
Photo 19
facing west
Photo 28 7 29
facing south
Photo 25, 26 & 27
facing west and north
Photo 4 & 5
facing south
Photo 15, 16 & 17
facing west, east,
and south
Photo 13 & 14
facing west Photo 35
facing west
Photo 18, 19 & 20
facing west, east,
and south
Photo 24
facing south

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NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on October 21, 2025, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following:

Planning Application No. 2024-08 (Walmart Gasoline Station and Convenience Store): The proposed project is a request for a Commercial Design Review (CDR No. 2024-02) and a Conditional Use Permit (CUP No. 2024-04) to construct a new 5,419-square-foot canopy for a Walmart brand gasoline station with eight pumps (two dispensers per pump for 16 dispensers total), a 1,618-square-foot convenience store, and associated parking lot modifications including reconfiguring parking spaces and additional new landscaping. The project is located within a portion of the existing Walmart Supercenter retail center at 29260 Central Avenue, which is north of Dexter Avenue and east of Central Avenue/Highway 74, and includes Assessor Parcel Numbers 377-090-052 and 377-090-053.

Pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15162, no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Environmental Impact Report (EIR), and none of the conditions described in Section 15162 exist. Final EIR (State Clearing House No. 2014051093) certified by the City Council on December 1, 2015, evaluated environmental impacts that would result from the maximum buildout of the project. No substantial changes that require major revisions to the EIR exist, and no new information of substantial importance that requires revisions to the earlier EIR exists.

ALL INTERESTED PERSONS are invited to submit written information, express opinions, or otherwise submit written evidence by email to [email protected].

If you wish to legally challenge any action taken by the City on the above matter, you may be limited to raising only those issues you or someone else at the Public Hearing described in this notice, or in written correspondence delivered to the City prior to or at the Public Hearing. If you require accommodation to participate in a Public Hearing, please contact the Administrative Secretary at (951) 674-3124 ext. 297. All Agenda materials are available for review on the Cityís website at www.lake-elsinore.org, the Friday before the Public Hearing.

FURTHER INFORMATION on this item may be obtained by contacting Sophia Tatlyan, Contract Planner in the Planning Division at [email protected] or (562) 753-2869 and Nancy Huynh, Principal Planner at [email protected] or (951) 848-3906.

Damaris Abraham,
Community Development Director
3512 14 Street
Riverside, California 92501
(951) 368-9229
[email protected]
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Account Number: 5209153
Ad Order Number: 0011759599
Customer's Reference/PO Number:

Publication: The Press-Enterprise
Publication Dates: 10/10/2025
Total Amount: $435.87
Payment Amount: $0.00
Amount Due: $435.87
Notice ID: droC3is9Z0hcDUgAbuwK
Invoice Text: [https://res.cloudinary.com/dgqq2xsfd/image/upload/enoticeproduction/exports/1759878435318/image001.jpg] NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on October 21, 2025, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following: Planning Application No. 2024-08 (Walmart Gasoline Station and Convenience Store): The proposed project is a request for a Commercial Design Review (CDR No. 2024-02) and a Conditional Use Permit (CUP No. 2024-04) to construct a new 5,419-square-foot canopy for a Walmart brand gasoline station with eight pumps (two dispensers per pump for 16 dispensers total), a 1,618-square-foot convenience store, and associated parking lot modifications including reconfiguring parking spaces and additional new landscaping. The project is located within a portion of the existing Walmart Supercenter retail center at 29260 Central Avenue, which is north of Dexter Avenue and east of Central Avenue/Highway 74, and includes Assessor Parcel Numbers 377-090-052 and 377-090-053. Pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15162, no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Environmental Impact Report (EIR), and none of the conditions described in Section 15162 exist. Final EIR (State Clearing House No. 2014051093) certified by the City Council on December 1, 2015, evaluated environmental impacts that would result from the maximum buildout of the PA 2024-08 Walmart Gas Station - Page 1 of 1
The Press-Enterprise
3512 14 Street
Riverside, California 92501
(951) 368-9229
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Publication: The Press-Enterprise

PROOF OF PUBLICATION OF
Ad Desc: 0011759599
FILE NO. 0011759599

PROOF OF PUBLICATION
I am a citizen of the United States. I
am over the age of eighteen years and
not party to or interested in the aboveentitled matter. I am an authorized representative of THE PRESSENTERPRISE, a newspaper of
general circulation, printed and
published daily in the County of
Riverside, and which newspaper has
been adjudicated a newspaper of
general circulation by the Superior
Court of the County of Riverside, State
of California, under date of April 25,
1952, Case Number 54446, under
date of March 29, 1957, Case Number
65673, under date of August 25, 1995,
Case Number 267864, and under date
of September 16, 2013, Case Number
RIC 1309013; that the notice, of which
the annexed is a printed copy, has
been published in said newspaper in
accordance with the instructions of the
person(s) requesting publication, and
not in any supplement thereof on the
following dates, to wit:
10/10/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.

Date: October 10, 2025.

At: Riverside, California
______________________________
Signature
PA 2024-08 Walmart Gas Station - Page 1 of 1
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Map data ©2025 Imagery ©2025 Airbus, Maxar Technologies 100 m 10/14/25, 5:23 PM Search | ParcelQuest
https://pqweb.parcelquest.com/#home 1/3

377-020-009

ATHANASIUS POPE
CA
377-020-027

ATHANASIUS POPE
29180 CAMBERN ST
PERRIS CA 92570
377-020-030

CAMBERN & CENTRAL NORTH
18650 CAMBERN AVE
LAKE ELSINORE CA 92532
377-040-030

PACIFIC CASTLE LAKE ELSINORE

PARTNERS
29231 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-031

YESSMANN DAVID TRUST DTD
4/29/2010
29261 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-032

YESSMANN DAVID S TRUST DATED
4/29/2010
29263 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-033

DMD LODGING INC
29233 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-034
INTEGRITY RESTAURANTS #2
29235 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-039

LAKE ELSINORE SEK
29285 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-040

HENLEY PACIFIC SD
29295 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-041

INV JBX
29273 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-042

LOWES HIW INC
29335 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-048
SMBC PROP #2
29245 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-049

NV DEV CFT
29255 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-050

PREMIER INV LE
29265 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-051

LANE-COSMO PEPPER
29275 CENTRAL AVE
LAKE ELSINORE CA 92532
377-040-052

SAF OIL INC
29355 CENTRAL AVE
LAKE ELSINORE CA 92532
377-090-042

PROP HAMRA
18550 DEXTER AVE
LAKE ELSINORE CA 92532
377-090-053

WAL MART REAL ESTATE BUSINESS
TRUST
CA
377-090-054

COTTI FOODS CORPORATION
29230 CENTRAL AVE
LAKE ELSINORE CA 92532
377-090-055
JJDAN
CA
377-090-056
JJDAN
29250 CENTRAL AVE
LAKE ELSINORE CA 92532
377-090-057

AUTOZONE PARTS INC
29270 CENTRAL AVE
LAKE ELSINORE CA 92532
377-380-001

MARTIN FRANCO
18700 CAMBERN AVE
LAKE ELSINORE CA 92532
377-020-009

ATHANASIUS POPE
4030 BIRCH ST #100
NEWPORT BEACH CA 92660
377-020-027

ATHANASIUS POPE
4030 BIRCH ST #100
NEWPORT BEACH CA 92660
377-020-030

CAMBERN & CENTRAL NORTH/ DANA
DRAGON
2390 E CAMELBACK RD #410
PHOENIX AZ 85016
377-040-030

PACIFIC CASTLE LAKE ELSINORE

PARTNERS
2601 MAIN ST #900
IRVINE CA 92614
377-040-031

YESSMANN DAVID S
PO BOX 3218
TORRANCE CA 90510
377-040-032

YESSMANN DAVID S
PO BOX 3218
TORRANCE CA 90510
377-040-033

DMD LODGING INC
2508 N CAPELLA CT
ORANGE CA 92867
377-040-034
INTEGRITY RESTAURANTS #2
11041 SANTA MONICA BLVD #706
LOS ANGELES CA 90025
377-040-039

LAKE ELSINORE SEK
255 ORCHID CT
MONTEBELLO CA 90640
377-040-040

HENLEY PACIFIC SD
54 JACONNET ST #100
NEWTON HIGHLANDS MA 2461
377-040-041

INV JBX
PO BOX 235374
ENCINITAS CA 92023
377-040-042

LOWES HIW INC/ C/O TAX DEPARTMENT
1000 LOWES BLVD
MOORESVILLE NC 28117
377-040-048
SMBC PROP #2
2551 COMMER CENTER DR
LAKE FOREST CA 92630
377-040-049

NV DEV CFT
1120 N TOWN CENTER DR #150
LAS VEGAS NV 89144
377-040-050

PREMIER INV LE
PO BOX 60163
IRVINE CA 92602
377-040-051

LANE-COSMO PEPPER
15729 LOS GATOS BLVD #200
LOS GATOS CA 95032
377-040-052

SAF OIL INC
29355 CENTRAL AVE
LAKE ELSINORE CA 92532
377-090-042

PROP HAMRA
5140 E LA PALMA AVE #203
ANAHEIM CA 92807
377-090-053

WAL MART REAL ESTATE BUSINESS
TRUST/ C/O PROPERTY TAX DEPT 8013
1301 SE 10TH ST
BENTONVILLE AR 72716
377-090-054

COTTI FOODS CORPORATION/ JJDAN
29801 SANTA MARGARITA PKWY
RANCHO SANTA MARG CA 92688
377-090-055
JJDAN
6800 BISHOP RD
PLANO TX 75024
377-090-056
JJDAN
6800 BISHOP RD
PLANO TX 75024
377-090-057

AUTOZONE PARTS INC/ JJDAN
123 S FRONT ST
MEMPHIS TN 38103
377-380-001

MARTIN FRANCO
18700 CAMBERN AVE
LAKE ELSINORE CA 92532

Page 1 of 2 ends

REPORT TO PLANNING COMMISSION
To: Honorable Chair and Members of the Planning Commission From: Damaris Abraham, Community Development Director
Prepared by: Sophia Tatlyan, Contract Senior Planner
Date: December 16, 2025
Subject: Resolutions Denying Request for Conditional Use Permit No. 2024-04 and Commercial Design Review No. 2024-02 and Making Findings in Support Thereof for a new Walmart Gasoline Station and Convenience Store Located at 29260 Central Avenue
Applicant: Ryan Alvarez, Kimley Horn & Associates
Recommendation

1. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DENYING CONDITIONAL USE PERMIT NO. 2024-04 TO

PERMIT A WALMART FUELING STATION AND CONVENIENCE STORE LOCATED WITHIN THE WALMART SUPERCENTER RETAIL CENTER (APNs: 377-090-052 AND 377- 090-053); and

2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DENYING COMMERCIAL DESIGN REVIEW NO. 2024-02 TO CONSTRUCT A WALMART GASOLINE STATION INCLUDING A 5,419-SQUARE-FOOT OVERHEAD FUELING CANOPY AND A 1,618-SQUARE-FOOT SINGLE-STORY CONVENIENCE STORE ON AN APPROXIMATELY 1.10-ACRE SITE WITHIN THE EXISTING WALMART SUPERCENTER RETAIL CENTER LOCATED AT 29260 CENTRAL AVENUE (APNs: 377-090-052 AND 377-090-053).

Background
On October 21, 2025, and December 2, 2025, the Planning Commission held a public hearing to consider Commercial Design Review (CDR No. 2024-02) and Conditional Use Permit (CUP No. 2024-04).

PA 2024-08 (Walmart Gas Station)

Page 2 of 2 ends

A copy of the December 2, 2025, Report to the Planning Commission is attached and provides information concerning the project’s background and a discussion of the request.

Following the close of the public hearing, the Planning Commission determined to deny the conditional use permit and design review and bring back the resolutions at the next available Planning Commission meeting as a Consent Calendar item of the agenda for adoption.

Discussion
Staff has prepared the resolutions and included findings for the denial consistent with the Planning Commission’s discussion at the October 21, 2025, and December 2, 2025 hearings. The resolutions with findings are attached to the staff report for consideration by the Planning Commission.

Attachments
Attachment 1 – CUP Resolution
Attachment 2 – CDR Resolution
Attachment 3 – December 2, 2025 PC Report [without exhibits] RESOLUTION NO. 2025-

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DENYING CONDITIONAL USE PERMIT NO. 2024-04

TO PERMIT A WALMART FUELING STATION AND CONVENIENCE STORE LOCATED WITHIN THE WALMART SUPERCENTER RETAIL CENTER (APNS:
377-090-052 AND 377-090-053)
Whereas, Ryan Alvarez, Kimley-Horn & Associates, has filed an application with the City of Lake Elsinore (City) requesting approval of Conditional Use Permit No. 2024-04 (CUP No. 2024-04) and Commercial Design Review (CDR No. 2024-02) to construct a Walmart fueling station with a convenience store;
Whereas, the project site is located north of Dexter Avenue and east of Central Avenue/State Route 74 (SR-74), within the Walmart Supercenter retail center. The Walmart Supercenter retail center is approximately 17.66 acres. The proposed fueling station and convenience store will be located on approximately 1.10 acres within the existing Walmart parking lot developed on Assessor Parcel Numbers 377-090-052 and 377-090-053; Whereas, CUP No. 2024-04 proposes to permit a fuel station with 16 positions and convenience store within the General Commercial (C-2) zone; Whereas, pursuant to Section 17.415.070.B of the LEMC, the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying Conditional Use Permits; Whereas, on October 21, 2025, the Commission approved a continuance of CUP No. 2024-04 to December 2, 2025 for further consideration;
Whereas, on December 2, 2025, at a duly noticed Public Hearing, the Planning Commission considered the evidence presented by the Community Development Department and other interested parties with respect to this item; Whereas, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq., herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (Title 14 of the California Code of Regulations, herein referred to as the "CEQA Guidelines"), the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project;
Whereas, pursuant to Section 15270 of the State CEQA Guidelines (California Code of Regulations, Title 14, Chapter 3, Sections 15000-15387) CEQA does not apply to disapproved projects;
Whereas, after consideration, the Commission voted to deny CUP No. 2024-04 based on findings of inconsistency with the General Plan and adverse impacts on public health, safety, and welfare; and
Whereas, this Resolution is scheduled for inclusion on the December 16, 2025, Consent Calendar for formal adoption.

PC Reso. No. 2025-

Page 2 of 3 ends

NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE, AND ORDER AS FOLLOWS:

Section 1: The Planning Commission has reviewed and analyzed the proposed application for Commercial Design Review (CDR No. 2024-02) and Conditional Use Permit (CUP No. 2024-04) and all of the evidence presented prior to making its decision on the application.

Section 2: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding CUP No. 2024-04:

1. That the proposed use, on its own merits and within the context of its setting, is not in accord with the objectives of the General Plan and the purpose of the planning district in which the site is located.

The proposed use is not consistent with the General Plan’s goals and policies related to circulation, land use compatibility, and community character. Although the applicant submitted a Traffic Impact Analysis with recommended mitigation measures, the Commission finds that these measures are insufficient to reduce traffic impacts to an acceptable level. The project would still generate significant congestion at key intersections and along primary access routes, adversely affecting roadway capacity and emergency response times. This outcome conflicts with the Circulation Element of the Lake Elsinore General Plan, which prioritizes safe and efficient traffic flow and protection of public health, safety, and welfare.

The Commission further finds that the proposed use would contribute to an overconcentration of similar uses in the vicinity, contrary to General Plan Land Use Element policies promoting balanced development and neighborhood compatibility. The clustering of high-intensity uses would exacerbate traffic congestion and parking demand beyond available capacity, degrading community character and livability. These cumulative impacts cannot be adequately mitigated through the measures proposed by the applicant.

2. The proposed use will be detrimental to the general health, safety, comfort, or general welfare of persons residing or working within the neighborhood of the proposed use or the City, or injurious to property or improvements in the neighborhood or the City.

The proposed use would adversely affect public health, safety, and welfare by contributing to traffic congestion and creating unsafe conditions for motorists, pedestrians, and emergency access. Approving the subject use at this specific location, will create adverse effect on the existing adjacent uses.

Section 3: Based upon the evidence presented, both written and testimonial, and the above findings, the Planning Commission hereby affirms its denial of CUP No. 2024-04.

Section 4: This Resolution shall take effect immediately upon its adoption.

PC Reso. No. 2025-

Page 3 of 3 ends

Passed and Adopted on this 16th day of December, 2025.

John Gray, Chairman
Attest:
___________________________________
Damaris Abraham,
Community Development Director

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF LAKE ELSINORE )
I, Damaris Abraham, Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2025-__ was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on December 16, 2025, and that the same was adopted by the following vote:

AYES
NOES:

ABSTAIN:

ABSENT:

Damaris Abraham,
Community Development Director
RESOLUTION NO. 2025-

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DENYING COMMERCIAL DESIGN REVIEW NO. 2024-02 TO CONSTRUCT A WALMART GASOLINE STATION INCLUDING A 5,419-SQUARE-FOOT OVERHEAD FUELING CANOPY AND A 1,618-SQUAREFOOT SINGLE-STORY CONVENIENCE STORE ON AN APPROXIMATELY 1.10-

ACRE SITE WITHIN THE EXISTING WALMART SUPERCENTER RETAIL CENTER LOCATED AT 29260 CENTRAL AVENUE (APNs: 377-090-052 AND 377-090-053)
Whereas, Ryan Alvarez, Kimley-Horn & Associates, has filed an application with the City of Lake Elsinore (City) requesting approval of Conditional Use Permit No. 2024-04 (CUP No. 2024-04) and Commercial Design Review (CDR No. 2024-02) to construct a Walmart fueling station with a convenience store;
Whereas, the project site is located north of Dexter Avenue and east of Central Avenue/State Route 74 (SR-74), within the Walmart Supercenter retail center. The Walmart Supercenter retail center is approximately 17.66-acres. The proposed fueling station and convenience store will be located on approximately 1.10-acres within the existing Walmart parking lot developed on Assessor Parcel Numbers 377-090-052 and 377-090-053; Whereas, CDR No. 2024-02 proposes to construct a new Walmart brand gasoline station with a 1,618 square-foot convenience store and an approximately 5,400 square-foot overhead fueling canopy, including eight multi-product gasoline pump islands with two dispensers per Pump Island (16 dispensers total);
Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore Municipal Code (LEMC), the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying Design Reviews; Whereas, on October 21, 2025, the Commission approved a continuance of CDR No. 2024-02 to December 2, 2025 for further consideration;
Whereas, on December 2, 2025, at a duly noticed Public Hearing, the Planning Commission considered the evidence presented by the Community Development Department and other interested parties with respect to this item; Whereas, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq., herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (Title 14 of the California Code of Regulations, herein referred to as the "CEQA Guidelines"), the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project;
Whereas, pursuant to Section 15270 of the State CEQA Guidelines (California Code of Regulations, Title 14, Chapter 3, Sections 15000-15387) CEQA does not apply to disapproved projects;
Whereas, after consideration, the Commission voted to deny CDR No. 2024-02 based on findings of inconsistency with the General Plan and adverse impacts on public health, safety, PC Reso. No. 2025-

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and welfare; and
Whereas, this Resolution is scheduled for inclusion on the December 16, 2025 Consent Calendar for formal adoption.

NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE, AND ORDER AS FOLLOWS:

Section 2: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding CDR No. 2024-02:

1. The project, as designed, will not comply with the goals and objectives of the General Plan in which the project is located.

Section 3: Based upon the evidence presented, both written and testimonial, and the above findings, the Planning Commission hereby affirms its denial of CDR No. 2024-02.

PC Reso. No. 2025-

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Section 4: This Resolution shall take effect immediately upon its adoption.

Passed and Adopted on this 16th day of December, 2025.

John Gray, Chairman
Attest:
___________________________________
Damaris Abraham,
Community Development Director

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

AYES
NOES:

ABSTAIN:

ABSENT:

Damaris Abraham,
Community Development Director

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REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared by: Rick De Santiago, Public Works Manager
Date: January 13, 2026
Subject: Fabrication and Installation of the Historic Downtown Main Street Gateway Signage
Recommendation
Approve and authorize the City Manager to execute a Contractor Services Agreement with YESCO, LLC for the fabrication and installation of the Historic Downtown Main Street Gateway Signage in an amount not to exceed $633,892.33 in such final form as approved by the City Attorney, authorize the City Manager to execute change orders not to exceed a 10% contingency for uncertainties and adjustments, and authorize the City Clerk to record the Notice of Completion once the work is complete and the improvements are accepted.

Background
The City retained David Evans and Hunt Design to produce design concepts, fabrication and installation plans for gateway signs at Main Street and Sumner Avenue, Main Street and Lakeshore Drive and Main Street just north of Lakeshore Drive. The design consists of two Gateway Signs and one Tertiary Gateway Sign.

This type of fabrication process and installation is highly specialized and not conducive to standard bidding procedures. The City has previously utilized YESCO LLC to perform similar work for the award winning I-15 Main Street Interchange project along with the I-15 Railroad Canyon Road Interchange. Coupled with the fact that YESCO is an industry leader in this type of fabrication and installation, the City contacted YESCO directly. (Subject Matter 1- 4 words only. Do Not add date or page numbering)

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Discussion
The new Historic Main Street Entry Gateway signs will provide a distinctive welcoming element to the City. The scope of work consists of the installation of three gateway signs along Main Street.

The gateway signs will have Halo Illumination and illuminated push through faces via LED.

YESCO LLC, will fabricate and install each of the Historic Main Street Gateway signs per the approved shop drawings. City staff will review the color and material samples prior to fabrication and installation
Fiscal Impact
Funding for this project is allocated within the adopted CIP Budget.

Attachments
Attachment 1 – Agreement
Exhibit A – Proposal

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AGREEMENT FOR CONTRACTOR SERVICES
YESCO LLC dba YESCO SIGNS LLC
Fabrication and Installation of the Historic Downtown Main Street Gateway Signage This Agreement for Contractor Services (the “Agreement”) is made and entered into as of January 13, 2026, by and between the City of Lake Elsinore, a municipal corporation (‘‘City") and YESCO LLC, a Utah limited liability company doing business as YESCO Signs, LLC ("Contractor").

RECITALS
A. The City has determined that it requires the following contractor services:

Fabrication and installation of the Historic Main Street Gateway Signage B. Contractor has submitted to City a proposal, dated October 10, 2025, attached hereto as Exhibit A (“Contractor’s Proposal”) and incorporated herein, to provide contractor services to City pursuant to the terms of this Agreement.

C. Contractor possesses the skill, experience, ability, background, certification, and knowledge to perform the services described in this Agreement on the terms and conditions described herein.

D. City desires to retain Contractor to perform the services as provided herein, and Contractor desires to provide such contractor services as set forth in this Agreement.

AGREEMENT

1. Scope of Services. Contractor shall perform the services described in Contractor’s Proposal (Exhibit A). Contractor shall provide such services at the time, place, and in the manner specified in Contractor’s Proposal, subject to the direction of the City through its staff that it may provide from time to time.

2. Time of Performance.
a. Time of Essence. Time is of the essence in the performance of this Agreement. The time for completion of the professional services to be performed by Contractor is an essential condition of this Agreement. Contractor shall prosecute regularly and diligently the professional services contemplated pursuant to this Agreement according to the agreed-upon performance schedule in Contractor’s Proposal (Exhibit A). b. Performance Schedule. Contractor shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the Contractor’s Proposal (Exhibit A). When requested by the Contractor, extensions to the time period(s) specified may be approved in writing by the City Manager. Notwithstanding the foregoing, neither City nor Contractor will be liable for any liquidated, special, incidental, indirect, or consequential damages as a result of a breach, dispute or default under this Agreement.

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c. Term. The term of this Agreement shall commence upon execution of this Agreement and shall continue until the services and related work are completed in accordance with the Contractor’s Proposal (Exhibit A).

3. Compensation. Compensation to be paid to Contractor shall be in accordance with the fees set forth in Contractor’s Proposal (Exhibit A), which is attached hereto and incorporated herein by reference. In no event shall Contractor’s compensation exceed Six Hundred Thirty-Three Thousand Eight Hundred Ninety-Two dollars and Thirty-Three cents ($633,892.33) without additional written authorization from the City. Notwithstanding any provision of Contractor’s Proposal to the contrary, out of pocket expenses set forth in Exhibit A shall be reimbursed at cost without an inflator or administrative charge. Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to the City at the time of payment.

4. Method of Payment. Contractor shall promptly submit billings to the City describing the services and related work performed during the preceding month to the extent that such services and related work were performed. Contractor’s bills shall be segregated by project task, if applicable, such that the City receives a separate accounting for work done on each individual task for which Contractor provides services. Contractor’s bills shall include a brief description of the services performed, the date the services were performed, the number of hours spent and by whom, and a description of any reimbursable expenditures. City shall pay Contractor no later than forty-five (45) days after receipt of the monthly invoice by City staff.

5. Background Checks. At any time during the term of this Agreement, the City reserves the right to make an independent investigation into the background of Contractor’s personnel who perform work required by this Agreement, including but not limited to their references, character, address history, past employment, education, social security number validation, and criminal or police records, for the purpose of confirming that such personnel are lawfully employed, qualified to provide the subject service or pose a risk to the safety of persons or property in and around the vicinity of where the services will be rendered or City Hall. If the City makes a reasonable determination that any of Contractor’s prospective or then current personnel is deemed objectionable, then the City may notify Contractor of the same. Contractor shall not use that personnel to perform work required by this Agreement, and if necessary, shall replace him or her with a suitable worker.

6. Suspension or Termination.
a. The City may at any time, for any reason, with or without cause, suspend or terminate this Agreement, or any portion hereof, by serving upon the Contractor at least ten (10) days prior written notice. Upon receipt of such notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement such suspension or termination shall not make void or invalidate the remainder of this Agreement.
b. In the event this Agreement is terminated pursuant to this Section, the City shall pay to Contractor for the work performed and materials procured up to the time of termination. Upon termination of the Agreement pursuant to this Section, the Contractor will submit an invoice to the City, pursuant to Section entitled “Method of Payment” herein.

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7. Plans, Studies, Documents.
a. Ownership of Documents. All plans, studies, documents and other writings prepared by and for Contractor, its officers, employees and agents and subcontractors in the course of implementing this Agreement, except working notepad internal documents, shall become the property of the City upon payment to Contractor for such work, and the City shall have the right to use such materials in its discretion without further compensation to Contractor or to any other party. Contractor shall, at Contractor’s expense, provide such reports, plans, studies, documents and other writings to City upon written request. City shall have sole determination of the public’s rights to documents under the Public Records Act, and any thirdparty requests of Contractor shall be immediately referred to City, without any other actions by Contractor.
b. Licensing of Intellectual Property. Upon full payment of the price set forth in the Agreement, Contractor hereby grants to City a perpetual copyright license in the Contractor’s right, title, and interest in the overall appearance of the Work Product, but not the individual elements thereof. In no event shall Contractor transfer any of its right or property relating to applications, processes, or techniques that relate to design, manufacture lighting and all other processes that are otherwise know in the sign industry, are unique to Contractor, or which are included in Contractor’s proprietary or confidential information, trade secrets, trademark, copyrights, or patents.
c. Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents & Data either created by or provided to Contractor in connection with the performance of this Agreement shall be held confidential by Contractor. Such materials shall not, without the prior written consent of City, be used by Contractor for any purposes other than the performance of the services under this Agreement. Nor shall such materials be disclosed to any person or entity not connected with the performance of the services under this Agreement. Nothing furnished to Contractor which is otherwise known to Contractor or is generally known, or has become known, to the related industry shall be deemed confidential. Contractor shall not use City’s name or insignia, photographs relating to project for which Contractor’s services are rendered, or any publicity pertaining to the Contractor’s services under this Agreement in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City.

8. Contractor’s Books and Records.
a. Contractor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services, or expenditures and disbursements charged to City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor to this Agreement.
b. Contractor shall maintain all documents and records which demonstrate performance under this Agreement for a minimum period of three (3) years, or for any longer period required by law, from the date of termination or completion of this Agreement. c. Any records or documents required to be maintained pursuant to this Agreement shall be made available for inspection or audit, at any time during regular business hours, upon written request by the Executive Director, City Attorney, City Auditor or a designated

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representative of these officers. Copies of such documents shall be provided to the City for inspection at City Hall when it is practical to do so. Otherwise, unless an alternative is mutually agreed upon, the records shall be available at Contractor’s address indicated for receipt of notices in this Agreement.
d. Where City has reason to believe that such records or documents may be lost or discarded due to dissolution, disbandment or termination of Contractor’s business, City may, by written request by any of the above-named officers, require that custody of the records be given to the City and that the records and documents be maintained in City Hall. Access to such records and documents shall be granted to any party authorized by Contractor, Contractor’s representatives, or Contractor’s successor-in-interest. e. Notwithstanding the foregoing, Contractor’s obligation to make books and records available is limited to showing the basis for only extraordinary charges or credits, and prices that were changed from those originally agreed upon for Contractor’s Work.

Independent Contractor.
a. Contractor is and shall at all times remain as to the City a wholly independent contractor pursuant to California Labor Code Section 3353. The personnel performing the services under this Agreement on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City. Contractor shall not incur or have the power to incur any debt, obligation, or liability whatsoever against City, or bind City in any manner. b. Notwithstanding any other federal, state and local laws, codes, ordinances and regulations to the contrary and except for the fees paid to Contractor as provided in the Agreement, Contractor and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.

9. PERS Eligibility Indemnification. In the event that Contractor or any employee, agent, or subcontractor of Contractor providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Contractor shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Contractor or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

10. Interests of Contractor. Contractor (including principals, associates and professional employees) covenants and represents that it does not now have any investment or interest in real property and shall not acquire any interest, direct or indirect, in the area covered by this Agreement or any other source of income, interest in real property or investment which would be affected in any manner or degree by the performance of Contractor’s services

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hereunder. Contractor further covenants and represents that in the performance of its duties hereunder no person having any such interest shall perform any services under this Agreement.

Contractor is not a designated employee within the meaning of the Political Reform Act because Contractor:
a. will conduct research and arrive at conclusions with respect to his/her rendition of information, advice, recommendation or counsel independent of the control and direction of the City or of any City official, other than normal agreement monitoring; and b. possesses no authority with respect to any City decision beyond rendition of information, advice, recommendation or counsel. (FPPC Reg. 18700(a)(2).)

11. Professional Ability of Contractor. City has relied upon the professional training and ability of Contractor to perform the services hereunder as a material inducement to enter into this Agreement. Contractor shall therefore provide properly skilled professional and technical personnel to perform all services under this Agreement. All work performed by Contractor under this Agreement shall be in accordance with applicable legal requirements and shall meet the standard of quality ordinarily to be expected of competent professionals in Contractor’s field of expertise.

12. Compliance with Laws.
a. Contractor shall comply with all local, state and federal laws and regulations applicable to the services required hereunder, including any rule, regulation or bylaw governing the conduct or performance of Contractor and/or its employees, officers, or board members.
b. Contractor represents that it has obtained and will maintain at all times during the term of this Agreement all professional and/or business licenses, certifications and/or permits necessary for performing the services described in this Agreement, including a City business license.

13. Licenses. Contractor represents and warrants to City that it has the licenses, permits, qualifications, insurance and approvals of whatsoever nature which are legally required of Contractor to practice its profession. Contractor represents and warrants to City that Contractor shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement, any licenses, permits, insurance and approvals which are legally required of Contractor to practice its profession. Contractor shall maintain a City of Lake Elsinore business license.

14. Indemnity. Contractor shall indemnify, defend, and hold harmless the City and its officials, officers, employees, agents, and volunteers from and against any and all losses, liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused, in whole or in part, by the willful misconduct or negligent acts or omissions of Contractor or its employees, subcontractors, or agents, by acts for which they could be held strictly liable, or by the quality or character of their work. The foregoing obligation of Contractor shall not apply when (1) the injury, loss of life, damage to property, or violation of law arises from the negligence or misconduct of the City or its officers, employees, agents, or volunteers and (2) the actions of Contractor or its employees, subcontractor, or agents have

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contributed in no part to the injury, loss of life, damage to property, or violation of law. It is understood that the duty of Contractor to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance by City of insurance certificates and endorsements required under this Agreement does not relieve Contractor from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply. By execution of this Agreement, Contractor acknowledges and agrees to the provisions of this Section and that it is a material element of consideration.

15. Insurance Requirements.
a. Insurance. Contractor, at Contractor’s own cost and expense, shall procure and maintain, for the duration of the contract, unless modified by the City’s Risk Manager, the following insurance policies.
i. Workers’ Compensation Coverage. Contractor shall maintain Workers’ Compensation Insurance and Employer’s Liability Insurance for his/her employees in accordance with the laws of the State of California. In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California for all of the subcontractor’s employees. Any notice of cancellation or non-renewal of all Workers’ Compensation policies must be received by the City at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against City, its officers, agents, employees and volunteers for losses arising from work performed by Contractor for City. In the event that Contractor is exempt from Worker’s Compensation Insurance and Employer’s Liability Insurance for his/her employees in accordance with the laws of the State of California, Contractor shall submit to the City a Certificate of Exemption from Workers Compensation Insurance in a form approved by the City Attorney.
ii. General Liability Coverage. Contractor shall maintain commercial general liability insurance in an amount not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Required commercial general liability coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (ed. 12/19) or Insurance Services Office form number CG 2037 (ed. 12/19) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability. No endorsement may be attached limiting the coverage.

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iii. Automobile Liability Coverage. Contractor shall maintain automobile liability insurance covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence.

Automobile liability coverage must be at least as broad as Insurance Services Office Automobile Liability form CA 0001 (ed. 12/90) Code 1 (“any auto”). No endorsement may be attached limiting the coverage.
iv. Professional Liability Coverage. Contractor shall maintain professional errors and omissions liability insurance appropriate for Contractor’s profession for protection against claims alleging negligent acts, errors or omissions which may arise from Contractor’s services under this Agreement, whether such services are provided by the Contractor or by its employees, subcontractors, or sub consultants. The amount of this insurance shall not be less than one million dollars ($1,000,000) on a claims-made annual aggregate basis, or a combined single limit per occurrence basis. vii. Primary insurance and waiver of subrogation are understood to mean, in the event and to the extent, City suffers liability or damages because of Contractor’s negligence or otherwise wrongful performance of the work, or because of Contractor’s failure to meet its contractual obligations, Contractor’s insurance will be primary and waiver of subrogation will apply.
b. Endorsements. Each general liability and automobile liability insurance policy shall be with insurers possessing a Best’s rating of no less than A:VII and shall be endorsed with the following specific language:
i. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the protection offered by all policies, except for Workers’ Compensation, shall bear an endorsement whereby it is provided that, the City and its officers, employees, servants, volunteers and agents and independent contractors, including without limitation, the Executive Director and City Attorney, are named as additional insureds. Additional insureds shall be entitled to the full benefit of all insurance policies in the same manner and to the same extent as any other insureds and there shall be no limitation to the benefits conferred upon them other than policy limits to coverages.
ii. This policy shall be considered primary insurance as respects the City, its elected or appointed officers, officials, employees, agents and volunteers. Any insurance maintained by the City, including any self-insured retention the City may have, shall be considered excess insurance only and shall not contribute with it. iii. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.
iv. The insurer waives all rights of subrogation against the City, its elected or appointed officers, officials, employees or agents.

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v. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its elected or appointed officers, officials, employees, agents or volunteers.
vi. The insurance provided by this Policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days written notice has been received by the City.
c. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions are the full responsibility of the Contractor as it relates to Contractor’s current policies.

At the City’s option, Contractor shall demonstrate financial capability for payment of such deductibles or self-insured retentions.
d. Certificates of Insurance. Contractor shall provide certificates of insurance with original endorsements to City as evidence of the insurance coverage required herein.

Certificates of such insurance shall be filed with the City on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with the City at all times during the term of this Agreement.

16. Notices. Any notice required to be given under this Agreement shall be in writing and either served personally or sent prepaid, first class mail. Any such notice shall be addressed to the other party at the address set forth below. Notice shall be deemed communicated within 48 hours from the time of mailing if mailed as provided in this section.

If to City: Successor City of the Redevelopment City of the City of Lake Elsinore
Attn: Executive Director
130 South Main Street
Lake Elsinore, CA 92530
With a copy to: City of Lake Elsinore
Attn: City Clerk
130 South Main Street
Lake Elsinore, CA 92530
If to Contractor: YESCO LLC dba YESCO Signs LLC
Attn: Ken Person
10235 Bellegrave Avenue
Jurupa Valley, CA 91752

17. Assignment and Subcontracting. The parties recognize that a substantial inducement to City for entering into this Agreement is the professional reputation, experience and competence of Contractor and the subcontractors listed in Exhibit B. Contractor shall be fully responsible to City for all acts or omissions of any subcontractors. Assignments of any or all rights, duties or obligations of the Contractor under this Agreement will be permitted only with the express consent of the City. Contractor shall not subcontract any portion of the work to be performed under this Agreement except as provided in Exhibit B without the written authorization of the City. If City consents to such subcontract, Contractor shall be fully responsible to City for all acts or omissions of those subcontractors. Nothing in this Agreement shall create any contractual relationship between City and any subcontractor nor shall it create any obligation on

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the part of the City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise is required by law.

18. Waiver. Waiver of a breach or default under this Agreement shall not constitute a continuing waiver of a subsequent breach of the same or any other provision under this Agreement.

19. Litigation Expenses and Attorneys’ Fees. If either party to this Agreement commences any legal action against the other party arising out of this Agreement, the prevailing party shall be entitled to recover its reasonable litigation expenses, including court costs, expert witness fees, discovery expenses, and attorneys’ fees.

20. Mediation. The parties agree to make a good faith attempt to resolve any disputes arising out of this Agreement through mediation prior to commencing litigation. The parties shall mutually agree upon the mediator and share the costs of mediation equally. If the parties are unable to agree upon a mediator, the dispute shall be submitted to JAMS or its successor in interest. JAMS shall provide the parties with the names of five qualified mediators. Each party shall have the option to strike two of the five mediators selected by JAMS and thereafter the mediator remaining shall hear the dispute. If the dispute remains unresolved after mediation, either party may commence litigation.

21. Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

22. Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

23. Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects.

Contractor agrees to fully comply with all applicable federal and state labor laws (including, without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in connection with the Work or Services provided pursuant to this Agreement, Contractor shall bear all risks of payment or non-payment of prevailing wages under California law, and Contractor hereby agrees to defend, indemnify, and hold the City, and its officials, officers, employees, agents, and volunteers, free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The foregoing indemnity shall survive termination of this Agreement.

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24. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect.

25. Controlling Law Venue. This Agreement and all matters relating to it shall be governed by the laws of the State of California and any action brought relating to this Agreement shall be held exclusively in a state court in the County of Riverside.

26. Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. The Executive Director is authorized to enter into an amendment or otherwise take action on behalf of the City to make the following modifications to the Agreement: (a) a name change; (b) grant extensions of time; (c) nonmonetary changes in the scope of services; and/or (d) suspend or terminate the Agreement.

27. Counterparts. This Agreement may be executed in several counterparts, each of which shall constitute one and the same instrument and shall become binding upon the parties when at least one copy hereof shall have been signed by both parties hereto. In approving this Agreement, it shall not be necessary to produce or account for more than one such counterpart.

28. Entire Agreement; Incorporation; Conflict. This Agreement contains the entire understanding between the parties relating to the obligations described herein. All prior or contemporaneous understandings, agreements, representations and statements, oral or written, are superseded in total by this Agreement and shall be of no further force or effect. Contractor’s Proposal is incorporated only for the description of the scope of services and/or the schedule of performance and no other terms and conditions from such proposal shall apply to this Agreement unless specifically agreed to in writing. In the event of conflict, this Agreement shall take precedence over those contained in the Contractor’s Proposal.

29. Amendments. This Agreement may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. [Signatures on next page]

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IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the date first written above.
“CITY”
CITY OF LAKE ELSINORE, a municipal
corporation
City Manager
ATTEST:

City Clerk
APPROVED AS TO FORM:

City Attorney
Assistant City Manager
“CONTRACTOR”
YESCO LLC dba YESCO Signs LLC, a Utah
limited liability company
By: Ken Person
Its: Vice President
Attachments: Exhibit A – Contractor’s Proposal

EXHIBIT A

EXHIBIT A
CONTRACTOR’S PROPOSAL
[ATTACHED]

City Of Lake Elsinore
Main Street Gateway Signage
October 10, 2025

YESCO, LLC
105 years (1920-2025)
YESCO Los Angeles
10235 Bellegrave Avenue
Jurupa Valley, California 91752
Jason Gopperton
Project Director
[email protected]
909-578-8090
C45 – Electric Signs
C10 – Electrical
C23 – Ornamental metals
Name of firm:

Number of years in business:

Principal Office Location:

YESCO Project Executive:

California Contractors License:

Lake Elsinore Gateway Signage
Lake Elsinore Project Team,
On behalf of the entire YESCO team, I would like to thank you for considering YESCO and giving us the opportunity to provide a proposal in response to your Main Street Gateway Project.

Over our 105-year history, we have been blessed with the opportunity to help our clients deploy signage projects of all shapes and sizes, and have deployed many gateway signs along the way. We are very proud of our new partnership with the City of Lake Elsinore. It is not lost on us that partnerships like yours are the reason for our longevity, and we are thrilled to have this opportunity to earn a place on the project team once again.

YESCO prides itself on the collaborative approach we apply to every project. Through continuous investment in our team and our diverse project experience, we have developed the ability to provide a turnkey experience for any size project. Our goal is to leverage our fully vertical skillset of core competencies in Design, Engineering and Project Management, along with the unrivaled craftsmanship and skill of our Fabrication and Installation teams, to deliver the best possible experience to our Clients.

Though we are very proud of our vertical abilities, it is YESCO’s business philosophy that really drives us. YESCO is a family owned company and a core component of the company’s 80-year-old mission is to ”Provide our customers with signs and services of the highest quality and the greatest possible value.”, and that is what we strive to achieve on each and every project.

Thank you again for the opportunity.

Respectfully,
Jason Gopperton
Project Coordinator

YESCO LLC
Lake Elsinore Gateway Signage
YESCO Executive Summary
CELEBRATING its 105th year in 2025 the signs and people of YESCO have set the standard for quality, innovation and customer service in the sign-making industry. The YESCO name has become synonymous with custom signs; the company offers signs of all types and sizes – from simple banners and wayfinding plaques to towering “spectaculars” that spring to life in dazzling color, motion, animation and video. We provide a one-stop shop for all sign services, including design and engineering, manufacturing, installation, service and ongoing maintenance. Having created many of the world’s most complex signs, we have the expertise, equipment and processes to produce multi-dimensional signs, digital displays, specialty lighting and architectural elements to add visual appeal and functionality to interior and exterior venues.

Meanwhile, digital technology continually expands its reach into the display business. YESCO’s past experience as an LED display manufacturer adds to our expertise as the premiere integrator of disparate digital technologies for spectacular signage and architectural displays. YESCO maintains relationships with the world’s leading manufacturers of digital signs and lighting products and employs a team of factory-trained technicians to ensure years of reliable operation. Our unique abilities in this area make us the preferred integrator to develop eye-catching displays for our customers. Interior signs represent another core competency at YESCO. From environmental signs, graphics and lighting designed to create an elegant ambience at luxury hotels, to dazzling displays for the gaming industry, we offer a complete range of interior wayfinding, venue, front-of-house and back-of-house signs designed and built to enhance the visitor’s experience and facility’s functionality. YESCO’s award-winning design and engineering staff turn ideas into working concepts, professional presentations and successful finished projects.

Architectural signage represents another specialty at YESCO. We collaborate with architects, interior designers and contractors to develop comprehensive signage programs encompassing a host of architectural sign products, including specialty lighting, room identifiers, user-friendly directories, and wayfinding plaques. Whether starting from a mere idea or a full set of detailed specifications, our designers and engineers can help turn it into a successful finished project. Our leading-edge systems generate high-definition, full-color prototypes quickly and affordably. They’re perfect for models, architectural layouts and all conceptual work.

Through YESCO National Service we provide a true, “one-stop shop” sign maintenance solution, coupled with the security of working directly with YESCO – not just a broker. Keeping signs and lighting in excellent working condition has been an important part of YESCO since the beginning. We offer maintenance agreements allowing our clients to put their sign servicing costs on a monthly budget. We also repair signs made by any manufacturer. Our team of experts provides comprehensive solutions to upgrade existing lighting with new, energy-efficient solutions. Our large service fleet allows our maintenance professionals to respond to calls quickly, and even conduct sign patrols to spot problems before the public does.

Customer service serves as the backbone of YESCO’s success. Our management team has earned a reputation for wellorganized, solutions-oriented, client-centered, focused service. Our values-driven philosophy, combined with a longstanding commitment to doing things right, means all our clients – regardless of the size of their projects – are treated with integrity and the respect they deserve, while benefiting from the resources and support of the entire corporation.

YESCO has approximately 1,100 employees, more than 40 offices and three state-of-the-art manufacturing plants featuring automated and custom equipment. Additional smaller manufacturing and service facilities are located throughout our operating area. YESCO’s 484,000-plus square feet of plant and offices allow us to service customers in an efficient manner.

Our fleet includes over 400 service and installation vehicles. Internationally recognized signs located throughout the United States stand today as testaments to YESCO’s long history of excellence. Now under its fourth generation of the Young family’s leadership, the company continues its tradition of innovative excellence – always with a focus on best-ofclass customer service.

Lake Elsinore Gateway Signage
The YESCO Advantage
With over 105 years of experience working for some of the most demanding clients, in the most challenging environments, YESCO brings a truly unique and comprehensive skill set to a project of this nature. Our continuous evolution, expansion and vertical integration have resulted in the ability to offer turnkey design/build services to our clients. YESCO’s diverse, in-house capabilities encompass the following:

Pre-Construction
YESCO provides a full range of pre-construction services that will begin with a thorough site assessment to develop an in-depth understanding of conditions and identify all potential hurdles. • Structural Assessment • Power & Data Assessment
• Strategic Logistics Planning • Budget and Schedule Development Design
The YESCO Design Group (YDG) is comprised of 25+ creative individuals whose experience is unmatched in the signage industry. Although we are fully capable of providing a turnkey design package for all environmental graphics, branding and signage components, our design group is well versed in the collaborative process with Architects, Brand Agencies, Interior Design firms and Retail Designers. YDG incorporates all necessary visualization formats to develop and enable accurate presentation materials for Owner review and approval. • Branding • Environmental Graphics
• Wayfinding & ADA • Content Development
• 3D Rendering • VR Animations
Engineering
YESCO’s in house team of structural, mechanical and electrical engineers enable a seamless process from design through to fabrication and installation. Close coordination between all YESCO departments paired with precise and complete documentation facilitates a level of accuracy that has made YESCO an industry leader. Registered / licensed Engineers on staff to stamp YESCO documentation • Structural Engineering • Electrical / Mechanical Engineering Yamaava Lake Elsinore Gateway Signage BOH Signage Update Fabrication & Manufacturing
YESCO’s manufacturing facilities are highly resourced with both skilled/trained technicians and ALL machinery & tooling required for artistic and structural fabrication.
• Structural Ironworkers on Staff • Certified/Accredited Welding Professionals • Highly trained Sheet Metal Fabricators • Lean Manufacturing • Project Management • Quality Control / Assessment
Logistics
Strategic planning, shipping and logistics are a crucial element in the success of any project. YESCO’s logistics experts will be engaged immediately upon award of the project to coordinate with the design and fabrication teams, ensuring that the signage is constructed in easily transportable sections. This department also plays a key role in project scheduling so that shipping is closely choreographed with the installation schedule.
• Trained Project Managers • Fleet of Heavy Hauling Trucks & Certified Drivers • Trained Equipment Loading Professionals
Implementation / Installation
YESCO installation teams are experienced in all aspects and requirements specific to high tolerance digital media installations.

YESCO has completed numerous successful installations throughout North America. • Riggers • Iron Workers
• Crane Operators • Certified Welders
• Certified High-rise / Repel Teams • OSHA Certified
• Field Engineers • IBEW Field Representatives
Yamaava Lake Elsinore Gateway Signage BOH Signage Update Project Management
Due to the size and complexity of YESCO’s signage projects combined with our clients expectations for seamless execution, YESCO project management is critical to our overall project success. YESCO’s PM team will oversee and coordinate all aspects of the construction project from pre-construction planning to project completion. It’s a professional services that manages the project’s schedule, cost, quality, safety, scope, and function.
• Trained and Experienced PM Staff • Cloud Based Project Tracking Software • Site Supervision • Site Safety Supervision
• Close Coordination with Owner’s Representatives • Subcontractor Management / Coordination Commissioning & Programming
YESCO’s experience in manufacturing and installing LED digital displays has taught us that there is never too much time for the commissioning and programming phases. YESCO will collaborate with the Owners creative team to deliver content and brand messaging as required to exceed the expectations of the Project stakeholders. • Full technical commissioning team • Creative Programmers • Control and data infrastructure • Content storage, delivery and scheduling • User interface development systems design
• Control rack build out • Content development & coordination Service & Maintenance
Ever since Thomas Young founded the company in 1920, YESCO has offered comprehensive service and maintenance programs to our clients across the nation. Today, YESCO’s service department is the largest and most experienced of its type and oversees all aspects of lighting and signage service & maintenance for the most demanding 24-7-365 clientele. YESCO also offers green retro fit options to clients who are looking to reduce energy costs & reduce their carbon footprint. • Service Training and Implementation • Large fleet of service trucks • Trained high rise professionals • Trained & dedicated drivers Lake Elsinore Gateway Signage
YESCO Executive Project Team
Jason Gopperton, Project Director – Los Angeles / Southern California Area Experience
• Thirty three (33) years in the signage industry – all with YESCO • Experienced executive with proven ability to manage high profile, demanding clients. • Experienced professional in large scale, technology driven projects • Past and current clients include Wesfield Rooftop Towers, Wells Fargo Tower, Yaamava Resort Casino Brian Miller , Production / Installation Manager – Los Angeles, Southern, California Area Experience
• Twenty Five (40) years in the sign industry, 35 with with YESCO • Large Scale Structural, LED and RGB technology integration and Interior Sign Deployments • Notable projects: Netflix Billboard Hollywood, Intuit Dome, Yamaava Resort Casino, Hollywood & Highland, Westfield Culver City.

Jonathan Lugo , Project Manager – Los Angeles, Southern, California Area Experience
• Twenty Five (25) years in the construction industry as a general contractor and project manager, 5 years in the sign industry all with YESCO
• LED and RGB technology integration and Interior Sign Deployments • Notable projects: Netflix Billboard Hollywood, Intuit Dome, Yamaava Resort Casino Intuit Dome.

Kerry Alcantarra, Architecture and Design , SEDG
Experience
• Masters Degree in Graphic Design from Long Beach State university • Thirty (30) years in the sign industry – Twenty (20) with YESCO • Experienced in all types of software – CAD, Corel, Sketch-up, Photoshop, Lake Elsinore Gateway Signage
Representative Project Experience
Lake Elsinore Gateway Signage
1 2

1. Jackson Rancheria Casino Gateway 2.Las Vegas Blvd. Gateway 3. Main St. Shops Gateway 3 1. Encore Valet Gateway 2. City of Norco Gateway 3. Casino Del Sol Resort Gateway 4. City of Vernon Gateway 1 2
3 4
Lake Elsinore Gateway Signage

1. City of Reno Gateway 2. City of Ogden Gateway 3. City of LaVerne Gateway 4. City of Kingman Gateway 1 2
3 4
1 2
3 4
5 1. Beverly Theater Las Vegas2. Tempe Marketplace Gateway

3. Green Acres Nursery 4. City of Ogden Digital Billboard

5. Salt Lake City Winter Olympics Gateway
Project Design
Yamaava BOH Signage Update
April 4, 2025

MAIN STREET

STREETSCAPE MASTER PLAN

GATE WAY S

ELEVATION
SCALE: 3/16” = 1’-0”

PLAN VIEW
SCALE: 3/16” = 1’-0”

1.3 6

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Xxxxxxxxx Xxxxxx Xxx, 0,0000 Xxxxxxxxxx 0.0

1.1 1

1.2 3

1.1 2

1.3 5

1.2 4
Established
1888
23'-6"
4"
3" 10 3/8"
4"
58'-0"
18'-2" HIGH PROFILE VEHICLE CLEARANCE
51'-4" CURB FACE TO FACE CLEARANCE
18'-0"
5'-9 3/4" 3'-6"
13'-0 FLOURISHES
CL CL
2'-9" 2'-9"
30'-0" CABINET
2'-1" Ø
3'-4" BASE
2'-6"
BASE
±

FACE ON OPPOSITE SIDE

OF CABINET
FABRICATED .090 THICK ALUMINUM
REVERSE CHANNEL LETTERS WITH “HALO”
ILLUMINATION AND ILLUMINATED PUSHTHRU FACES. PAINTED FINISH ON ALL SURFACES.

FABRICATED .090 THICK ALUMINUM
ARCHED CABINET. PAINTED FINISH ON
ALL SURFACES.
1/8” THICK FLAT CUT OUT ALUMINUM FACES

WITH PAINTED BACKGROUND COLOR AND
BORDER. PROVIDE STIFFNERS TO AVOID
WAVINESS WHERE NEEDED. NO VISIBLE
WELD SPOTS ON FACES.

ARCH FORMED 3” SQUARE AND
4” SQUARE HEAVY WALL ALUMINUM
TUBE SUPPORTS WITH CAPPED ENDS.

PAINTED FINISH ON ALL SIDES.

FABRICATED .090 ALUMINUM LOGO
CABINET WITH 1/8” THICK CUT OUT
CENTER PANEL. PAINTED FINISH
ON ALL SIDES. HALO ILLUMINATION.
1” THICK FLAT CUT OUT ACRYLIC LETTER
WITH HEAVY FROSTED FACE AND RETURNS.

LAMINATED TO 1/8” THICK CLEAR ACRYLIC
BACKER.

FABRICATED METAL FINIAL. PAINTED
FINISH ON ALL SIDES. MOUNTED TO
TOP OF FLUTED SUPPORT POST.

FABRICATED METAL SCROLL WORK.

PAINTED FINISH ON ALL SIDES. MOUNT

TO STRUCTURE WITH FABRICATED METAL

COLLARS AND CONCEALED MECHANICAL
FASTENERS.

FLAT CUT OUT 1.8” THICK ALUMINUM
SHIELD WITH PAINTED FINISH.

SURFACE APPLIED COMPUTER CUT VINYL
COPY AND STATE HIGHWAY SYMBOL.
2 LAYERS OF CLEAR COAT ON ALL
SURFACES.
± 10” Ø ALUMINUM FLUTED POST. PAINTED
FINISH ON ALL SURFACES. MOUNTED TO
BASE WITH CONCEALED ANCHORS.

SIZE & THICKNESS OF POST, STRUCTURAL

SUPPORT AT BASE AND METHOD OF
ATTACHMENT PER SIGN CONTRACTOR’S
ENGINEERING.

BRICK BASE AND FOOTINGS. REFER TO

CITY DRAWINGS FOR BRICK DESIGN AND
METHOD OF CONSTRUCTION.

FLAT CUT OUT 1/8”

THICK ALUMINUM
DECORATIVE PIECES.

BOTH SIDES OF SUPPORT.

PAINTED FINISH ON ALL
EXPOSED SURFACES.
2-PIECE CLAMSHELL CAST ALUMINUM
DECORATIVE BASE COVER. PAINTED
FINISH ON ALL SURFACES.

STYLE: SOUTH COAST LIGHTING &
DESIGN PART NO.-BCWAR3040
(OR APPROVED EQUAL)
Primary Overhead GatewayElevation 1.0

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Xxxxxxxxx Xxxxxx Xxx, 0,0000 Xxxxxxxxxx 0.0
FABRICATED .090 THICK ALUMINUM
ARCHED CABINET. PAINTED FINISH ON
ALL SURFACES.

L.E.D. EDGE LIGHTING CONCEALED
FROM VIEW. NO HOT SPOTS.

NOTES:

1. PROVIDE NON-VISIBLE INLAID ACCESS PANELS

SECURED WITH COUNTER-SUNK STAINLESS STEEL
MECHANICAL FASTENERS WHERE NEEDED.

2. APPLY SATIN CLEARCOAT (TWO COATS) FOR

PROTECTION AND DURABILITY ON ALL PAINTED
SURFACES.

ALUMINUM MOUNTING CLIPS WELDED
TO ARCH SUPPORT TUBES. PAINTED
FINISH ON ALL EXPOSED SURFACES.

ARCH FORMED 4” x 4” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.

ARCH FORMED 3” x 3” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.
1/4” THICK FLAT CUT OUT ALUMINUM
LETTER INSET 1/4” FROM FACE OF PUSH
THRU LETTER. PAINTED FINISH ON ALL
SURFACES.

FABRICATED .090 THICK ALUMINUM
REVERSE CHANNEL LETTERS WITH “HALO”
ILLUMINATION AND ILLUMINATED PUSHTHRU FACES. PAINTED FINISH ON ALL SURFACES.

L.E.D. LIGHTING, EVENLY SPACED. NO
HOT SPOTS.
1/4” THICK FLAT CUT OUT CLEAR ACRYLIC
BACKER FOR “HALO” ILLUMINATION.
1/8” THICK FLAT CUT OUT ALUMINUM FACES

WITH PAINTED BACKGROUND COLOR AND
BORDER. PROVIDE STIFFNERS TO AVOID
WAVINESS WHERE NEEDED. NO VISIBLE
WELD SPOTS ON FACES.

STAINLESS STEEL MECHANICAL FASTENERS
AND SPACERS. PAINTED FINISH ON ALL
EXPOSED SURFACES.
1” THICK FLAT CUT OUT ACRYLIC LETTER
WITH HEAVY FROSTED FACE AND RETURNS.

LAMINATED TO 1/8” THICK CLEAR ACRYLIC
BACKER.

FABRICATED .090 THICK ALUMINUM
CABINET. PAINTED FINISH ON ALL
SURFACES.

ALUMINUM MOUNTING CLIPS WELDED
TO ARCH SUPPORT TUBES. PAINTED
FINISH ON ALL EXPOSED SURFACES.

FABRICATED ALUMINUM INTERNAL SUPPORT
FRAMING. SIZE AND CONFIGURATION PER
SIGN CONTRACTOR’S ENGINEERING.

L.E.D. LIGHTING, EVENLY SPACED. NO
HOT SPOTS.

L.E.D. LIGHTING, EVENLY SPACED. NO
HOT SPOTS.
1/8” THICK ALUMINUM CORE PANEL FOR
SUPPORTING L.E.D. LIGHTING.
1/8” THICK FABRICATED ALUMINUM FACES

WITH PAINTED BACKGROUND COLOR AND
BORDER. PROVIDE STIFFNERS TO AVOID
WAVINESS WHERE NEEDED. NO VISIBLE
WELD SPOTS ON FACES.

FABRICATED ALUMINUM INTERNAL SUPPORT
FRAMING. SIZE AND CONFIGURATION PER
SIGN CONTRACTOR’S ENGINEERING.

FABRICATED”HISTORIC MAIN STREET” CABINET
BELOW. SEE DETAIL 1.

FABRICATED .090 THICK ALUMINUM
CABINET. PAINTED FINISH ON ALL
SURFACES.
1” THICK FLAT CUT OUT ACRYLIC LETTER
WITH HEAVY FROSTED FACE AND RETURNS.

LAMINATED TO 1/8” THICK CLEAR ACRYLIC
BACKER.

DETAIL 1
SCALE: 3” = 1’-0”
DETAIL 2
SCALE: 3” = 1’-0”
Primary Overhead GatewayDetails 1.1

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Xxxxxxxxx Xxxxxx Xxx, 0,0000 Xxxxxxxxxx 0.0
NOTES:

1. PROVIDE NON-VISIBLE INLAID ACCESS PANELS

SECURED WITH COUNTER-SUNK STAINLESS STEEL
MECHANICAL FASTENERS WHERE NEEDED.

2. APPLY SATIN CLEARCOAT (TWO COATS) FOR

PROTECTION AND DURABILITY ON ALL PAINTED
SURFACES.

ARCH FORMED 4” x 4” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.

ARCH FORMED 3” x 3” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.

FABRICATED .090 THICK ALUMINUM
ARCHED CABINET. PAINTED FINISH ON
ALL SURFACES.

L.E.D. EDGE LIGHTING CONCEALED
FROM VIEW. NO HOT SPOTS.

SIMILAR CONSTRUCTION
FOR MEDALLION ON SIDE B.

L.E.D. LIGHTING, EVENLY SPACED. NO
HOT SPOTS.

FLAT CUT OUT ALUMINUM SPACER IN
SHAPE OF SHIELD. INSET SIZE TO ALLOW
FOR PLACEMENT OF L.E.D. LIGHTING
AROUND PERIMETER. PAINTED FINISH ON
ALL EXPOSED SURFACES.

FABRICATED .090 THICK ALUMINUM FACE EDGE
AND RETURN. PAINTED FINISH ON ALL EXPOSED
SURFACES. MOUNT TO BACKER WITH CONCEALED
STAINLESS STEEL MECHANICAL FASTENERS.

PAINTED TO MATCH ADJACENT SURFACE.

ALUMINUM MOUNTING CLIPS. PAINTED FINISH.

FABRICATED FRAMING AND ELEMENTS
AS SHOWN IN DETAIL 2.

FABRICATED.090 THICK ALUMINUM
BACK PANEL. PAINTED FINISH ON ALL
SURFACES. MOUNTED TO CABINET WITH

CONCEALED STAINLESS STEEL MECHANICAL

FASTENERS, PAINTED TO MATCH ADJACENT
SURFACE.

FLAT CUT OUT 1/8” THICK ALUMINUM
FACE PANEL. PAINTED FINISH ON ALL
SURFACES. DIRECT PRINT TO FACE
ALL GRAPHIC IMAGES AND BORDER.

FLAT CUT OUT 1/8” THICK ALUMINUM
DECORATIVE PIECES. PAINTED FINISH ON ALL
EXPOSED SURFACES.

FLAT CUT OUT ALUMINUM SPACERS WELDED
TO BACK OF DECORATIVE SHAPES. PAINTED
TO MATCH SHAPE COLOR.

CONCEALED STAINLESS STEEL MECHANINCAL

FASTENERS PAINTED TO MATCH ADJACENT
SURFACE.

ALUMINUM MOUNTING CLIPS. PAINTED FINISH.

DETAIL 3
SCALE: 3” = 1’-0”
DETAIL 4
SCALE: 3” = 1’-0”
Primary Overhead GatewayDetails 1.2

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Xxxxxxxxx Xxxxxx Xxx, 0,0000 Xxxxxxxxxx 0.0
NOTES:

1. PROVIDE NON-VISIBLE INLAID ACCESS PANELS

SECURED WITH COUNTER-SUNK STAINLESS STEEL
MECHANICAL FASTENERS WHERE NEEDED.

2. APPLY SATIN CLEARCOAT (TWO COATS) FOR

PROTECTION AND DURABILITY ON ALL PAINTED
SURFACES.

ARCH FORMED 1 3/4” x 1 3/4” x HEAVY WALL
ALUMINUM TUBE SUPPORTS WELDED TO CABINETS.

FABRICATED .090 THICK ALUMINUM
ARCHED CABINET. REFER TO DETAILS 1 & 2.

FLAT CUT OUT 1/8” THICK ALUMINUM
DECORATIVE PIECES. PAINTED FINISH ON ALL
EXPOSED SURFACES.
1” THICK FLAT CUT OUT ALUMINUM SPACERS
WELDED TO BACK OF FACE PANEL. NO DIMPLES
ON FACE. PAINTED FINISH ON ALL EXPOSED
SURFACES.

CONCEALED STAINLESS STEEL MECHANINCAL

FASTENERS PAINTED TO MATCH ADJACENT
SURFACE.

DECORATIVE POLE.

EXACT TYPE AND SIZE T.B.D.

FORMED 1 1/4” X 5 1/2” X1/2” THICK

ALUMINUM STRUCTURAL SUPPORT
CHANNEL. PAINTED FINISH ON ALL
EXPOSED SURFACES.

STRUCTURAL STAINLESS STEEL
MOUNTING BOLT. TYPE, QUANTITY,

SPACING AND LENGTH PER
SIGN CONTRACTOR’S ENGINEERING.

CONCEALED STAINLESS STEEL MECHANINCAL

FASTENERS PAINTED TO MATCH ADJACENT
SURFACE.

ARCH FORMED 3” x 3” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.

DETAIL 5
SCALE: 3” = 1’-0”
DETAIL 6
SCALE: 3” = 1’-0”
ARCH FORMED 4” x 4” x HEAVY WALL

ALUMINUM TUBE SUPPORTS WITH
CAPPED ENDS. PAINTED FINISH ON
ALL SIDES.

Primary Overhead GatewayDetails 1.3

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847

PROJECT CLIENT DATE
1 SHEET TITL
E SHEET #
234
Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847

PROJECT CLIENT DATE
1 SHEET TITL
E SHEET #
234

HISTORIC MAIN STREET
10 1/2"

HISTORIC MAIN STREET
2'-6" 3'-1" BASE 2'-9" FINIAL 13'-7" FLUTED POST
4"Ø
24'-0"
1'-9"
4'-8 1/2"
8'-2 1/2" OVERALL
3'-0 3/4"

CABINET
2'-1"
POST BASE Ø
15'-4" CABINET 3"
1 1/4" (SUPPORT FRAME)
3'-11"Ø

CIRCLE CABINET
1'-6 3/4" 1'-6 3/4"
3/4" 9" ±
CL CL
CLCL

2.11 2.12
SOLID ALUMINUM FINIAL. PAINTED FINISH
ON ALL SURFACES.

FABRICATED .090 THICK ALUMINUM
CIRCLE CABINET. PAINTED FINISH ON
ALL SURFACES. MOUNTED TO TOP OF
FLUTED POST.

FABRICATED .090 THICK ALUMINUM
CABINET. PAINTED FINISH ON
ALL SURFACES. INTERNALLY ILLUMINATED.

FLAT CUT OUT 1/8” THICK WHITE ACRYLIC

FACE WITH SURFACE APPLIED OPAQUE
DIGITAL PRINT. COPY AND BORDER LINES

REVERSED OUT TO ALLOW FOR VISIBLE
INTERIOR ILLUMINATION.

FABRICATED .090 ALUMINUM LOGO
CABINET WITH 1/8” THICK CUT OUT
CENTER PANEL. PAINTED FINISH
ON ALL SIDES. HALO ILLUMINATION.

FABRICATED 1 1/4” X 4” ALUMINUM

ROLLED SADDLE SUPPORT WELDED
TO 4” X 6” ALUMINUM TUBE UNDER SUPPORT.

PAINTED FINISH ON ALL SURFACES.

OPEN AREAS.

FABRICATED .090 THICK ALUMINUM
REVERSE CHANNEL LETTERS WITH “HALO”
ILLUMINATION AND ILLUMINATED PUSHTHRU FACES. PAINTED FINISH ON ALL SURFACES.
1/8” THICK FLAT CUT OUT ALUMINUM FACES

WITH PAINTED BACKGROUND COLOR AND
BORDER. PROVIDE STIFFNERS TO AVOID
WAVINESS WHERE NEEDED. NO VISIBLE
WELD SPOTS ON FACES.
± 8” Ø ALUMINUM FLUTED POST. PAINTED
FINISH ON ALL SURFACES. MOUNTED TO
BASE WITH CONCEALED ANCHORS.

SIZE & THICKNESS OF POST, STRUCTURAL

SUPPORT AT BASE AND METHOD OF
ATTACHMENT PER SIGN CONTRACTOR’S
ENGINEERING.

BRICK BASE AND FOOTINGS. REFER TO

CITY DRAWINGS FOR BRICK DESIGN AND
METHOD OF CONSTRUCTION.

ELEVATION
SCALE: 1/4” = 1’-0”

CONTEXT ELEVATION
SCALE: N.T.S.
2-PIECE CLAMSHELL CAST ALUMINUM
DECORATIVE BASE COVER. PAINTED
FINISH ON ALL SURFACES.

STYLE: SOUTH COAST LIGHTING & DESIGN
PART NO.-BCWAR2537 (OR APPROVED EQUAL)
Secondary Roadway GatewayElevation 2.0

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 5 1/2"
DETAIL 1
SCALE: 3” = 1’-0”
DETAIL 2
SCALE: 3” = 1’-0”

PRIMARY POWER

TO SIGN LOCATION
BY OTHERS.

FLUSH INLAID ACCESS PANELS

WITH COUNTERSUNK MECHANICAL
FASTENERS. PAINTED FINISH TO
MATCH ADJACENT SURFACE.

FLUSH INLAID ACCESS PANELS

WITH COUNTERSUNK MECHANICAL
FASTENERS. PAINTED FINISH TO
MATCH ADJACENT SURFACE.

FABRICATED .090 THICK ALUMINUM
CIRCLE CABINET. PAINTED FINISH ON
ALL SURFACES. INTERNAL ILLUMINATION.

SOLID ALUMINUM FINIAL.

PAINTED FINISH ON ALL
SURFACES.

FABRICATED 1 3/4” X 4” ALUMINUM

ROLLED SADDLE SUPPORT WELDED
TO 4” X 6” ALUMINUM TUBE UNDER
SUPPORT. PAINTED FINISH ON ALL
SURFACES.

FLAT CUT OUT 1/8” THICK WHITE ACRYLIC

FACE WITH SURFACE APPLIED OPAQUE
DIGITAL PRINT. COPY AND BORDER LINES

REVERSED OUT TO ALLOW FOR VISIBLE
INTERIOR ILLUMINATION.

FABRICATED .090 ALUMINUM
LOGO CABINET WITH 1/8”
THICK CUT OUT CENTER PANEL.

PAINTED FINISH ON ALL SIDES.

HALO ILLUMINATION.

FABRICATED .090 THICK ALUMINUM
REVERSE CHANNEL LETTERS WITH “HALO”
ILLUMINATION AND ILLUMINATED PUSHTHRU FACES. PAINTED FINISH ON ALL SURFACES.
1/8” THICK FLAT CUT OUT ALUMINUM FACES

WITH PAINTED BACKGROUND COLOR AND
BORDER. PROVIDE STIFFNERS TO AVOID
WAVINESS WHERE NEEDED. NO VISIBLE
WELD SPOTS ON FACES.

ALUMINUM SPACERS.

PAINTED FINISH.
± 8” Ø ALUMINUM FLUTED POST. PAINTED
FINISH ON ALL SURFACES. MOUNTED TO
BASE WITH CONCEALED ANCHORS.

SIZE & THICKNESS OF POST, STRUCTURAL

SUPPORT AT BASE AND METHOD OF
ATTACHMENT PER SIGN CONTRACTOR’S
ENGINEERING.

FORMED 1 1/4” X 5 1/2” X1/2” THICK

ALUMINUM STRUCTURAL SUPPORT
CHANNEL. PAINTED FINISH ON ALL
EXPOSED SURFACES.

FABRICATED 4” x 4” x HEAVY WALL

ALUMINUM TUBE SUPPORTS AND INTERAL
FRAMING. PAINTED FINISH ON ALL SIDES.
1/8” THICK FLAT CUT OUT ALUMINUM

FACE WITH PAINTED BACKGROUND
COLOR AND BORDER. PROVIDE

STIFFNERS TO AVOID WAVINESS
WHERE NEEDED. NO VISIBLE WELD
SPOTS ON FACES.
1/8” THICK FLAT CUT OUT

CLEAR ACRYLIC BACKER
FOR “HALO” ILLUMINATION.

STAINLESS STEEL MECHANICAL
FASTENERS AND SPACERS.

PAINTED FINISH ON ALL
EXPOSED SURFACES.

STRUCTURAL STAINLESS STEEL
MOUNTING BOLT. TYPE, QUANTITY,

SPACING AND LENGTH PER
SIGN CONTRACTOR’S ENGINEERING.

Seconday Roadway GatewayDetails 2.1

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways HUNT DESIGN City of Lake Elsinore 4/4/2025
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 12'-0"
1'-10"
FINIAL
6'-4" 1'-8" 2'-2"
4" 3'-0"
1'-6"
POST BASE Ø
2'-5 1/2"
3 1/2"
3/4"

ELEVATION
SCALE: 1/4” = 1’-0”
DETAIL
SCALE: 3” = 1’-0”

CONTEXT ELEVATION
SCALE: N.T.S.
± 6” Ø ALUMINUM FLUTED POST. PAINTED
FINISH ON ALL SURFACES. MOUNTED TO
BASE WITH CONCEALED ANCHORS.

SIZE & THICKNESS OF POST, STRUCTURAL

SUPPORT AT BASE AND METHOD OF
ATTACHMENT PER SIGN CONTRACTOR’S
ENGINEERING.
2-PIECE CLAMSHELL CAST ALUMINUM
DECORATIVE BASE COVER. PAINTED
FINISH ON ALL SURFACES.

STYLE: SOUTH COAST LIGHTING & DESIGN
PART NO.-BCWAR1820 (OR APPROVED EQUAL)
FLAT CUT OUT 1/8” THICK ALUMINUM SHIELD WITH
PAINTED FINISH. SURFACE APPLIED COMPUTER
CUT VINYL COPY AND STATE HIGHWAY SYMBOL.
2 LAYERS OF CLEAR COAT ON ALL SURFACES.

BRICK BASE AND FOOTINGS. REFER TO

CITY DRAWINGS FOR BRICK DESIGN AND
METHOD OF CONSTRUCTION.

SOLID ALUMINUM FINIAL. PAINTED FINISH
ON ALL SURFACES.
± 6” Ø ALUMINUM FLUTED POST. PAINTED
FINISH ON ALL SURFACES. MOUNTED TO
BASE WITH CONCEALED ANCHORS.

SIZE & THICKNESS OF POST, STRUCTURAL

SUPPORT AT BASE AND METHOD OF
ATTACHMENT PER SIGN CONTRACTOR’S
ENGINEERING.

FORMED 3/4” X 3 1/2” X1/4” THICK

ALUMINUM STRUCTURAL SUPPORT
CHANNEL. PAINTED FINISH ON ALL
EXPOSED SURFACES.

STRUCTURAL STAINLESS STEEL
MOUNTING BOLT. TYPE, QUANTITY,

SPACING AND LENGTH PER
SIGN CONTRACTOR’S ENGINEERING.

FLAT CUT OUT 1/8” THICK ALUMINUM

SHIELD WITH PAINTED BACKGROUND
AND BLACK BORDER. SURFACE APPLIED

COMPUTER CUT REFLECTIVE WHITE VINYL
COPY AND STATE HIGHWAY SYMBOL. COMPUTER

CUT OPAQUE NUMBERS, TEXT AND LINES ON
FACE OF SHIELD. 2 LAYERS OF CLEAR COAT
ON ALL SURFACES.

SIGN MOUNTED TO ALUMINUM STRUCTURAL

SUPPORT WITH HIGH STRENGTH VHB TAPE
AND SILICONE ADHESIVE AS NEEDED.

Tertiary Roadway GatewayElevation 3.0

1.1 SCOPE OF WORK
A. New signage and graphics elements throughout project as shown and located on the Construction Documents.

B. The construction documents to bid, fabricate and install signage and graphic elements for this project consist of:

1. Part 1 of 1
Signage Specifications & Design Drawings:

All are included in an 11" x 17" bound set.

The Specifications state the technical description of minimum quality and performance required of signage and graphic elements.

The Design Drawings show design intent, visual details and typical mounting conditions for signage and graphic elements.

1.2 QUALITY ASSURANCE
A. Design Criteria

1. Structural design: Details on drawings indicate a design approach for sign structure but do not necessarily include all fabrication details required for the complete structural integrity of the signs, including consideration for static, dynamic and erection loads during handling, erecting, and service at the installed locations, nor do they necessarily consider the preferred shop practices of the individual sign fabricators. Therefore, it shall be the responsibility of the fabricator to perform the complete structural design of the signs and to incorporate all the safety features necessary to adequately support the sign for its intended use and purpose and to protect the City. Designs, which meet or exceed industry and code standard engineering practices, will be required. The sign fabricator shall submit engineer stamped calculations for foundations, lifting eyes and other sign components that affect the structural design. These shall be submitted to Hunt Design for information only.
a. Include foundations when part of the signage and graphics work. b. When required because of size or weight of sign, provide lifting eyes. Lifting eyes shall be removable or visually inconspicuous in the finished work. c. Include support backing and connection to existing support structure or mounting surface.

2. Fabrication and installation design: Unless otherwise directed by City, design to withstand severe guest abuse and souvenir theft vandalism, but not less than equivalent of resisting simple hand implements and tools (screwdrivers, knives, coins, keys, and similar items), and adult physical force for approximately 10 minutes.

3. Electrical design: It shall be the responsibility of the sign fabricator to perform the complete electrical design for illuminated signs. Major illuminated signs shall be designed by an electrical engineer and shall be UL approved.
a. Provide lighting medium indicated on drawings.
b. Provide all structural and electrical design data to City, unless otherwise directed, for review prior to fabrication.
c. Position illuminating elements within internally lighted signs or externally illuminated signs at such spacing as will assure uniform light distribution across the portion of the sign faces intended to be illuminated. Sign faces, which exhibit Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 2
hot spots”, will be unacceptable unless such hot spots are intended to be integral design features of the signs.
d. Provide access panel for all internally illuminated components. Make access flush with adjacent surface, panels tight-fitting, lightproof and waterproof. Show access panel location on shop drawing. Access panels to be in an accessible location, out of sight.
e. Provide disconnect switches for all illuminated signs in accordance with electrical code requirements. Locate disconnect and on/off switches in an accessible location, out of sight.
f. Provide dimmer switches and timer for all internally illuminated signs. Locate dimmer switch in an accessible location, out of sight.
g. For housing remote electrical components: Provide waterproof box to hide all electrical components. Box to have flush access panel for servicing. Mount box in a minimally visible way. Color and/or finish to match existing adjacent mounting surface.
h. Verify location of power provided by others prior to sign fabrication.

4. Interpretation of Plans and Specifications:

a. The City will interpret the meaning of any part of the Plans and Specifications about which any misunderstanding may arise, and the City’s decision will be final. Should there appear to be any error or discrepancy in or between the Plans and Specifications, the Contractor shall refer the matter to the City for adjustment and incorporation into shop drawings submittal before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, the Contractor does so at its own risk and must bear any additional cost incurred as a result of failure to so refer.

B. Comply with all laws, ordinances, rules, regulations and orders of any public authority having jurisdiction over this work.

C. Preparation:

1. Protect exposed finish surfaces of hanging items from damage resulting from fabricated hanging/support assemblies.

2. Prepare hanging items to receive proper attachments in accord with Contract Drawings and approved submittals. Install work in accord with approved shop drawings, patterns and color/material submittals.

1.3 REFERENCE STANDARDS
A. Where more stringent requirements than those described in the Drawings and the Specifications are set forth under codes, laws, rules, regulations, and ordinances of federal, state, county, and any local governing bodies, regulatory agencies, authorities, government departments, and any other entities having jurisdiction, notify the City in writing before proceeding with Work. Work is subject to the applicable portions of the following standards:

1. IBC: International Building Code, version 2021

2. AWS D1.1, D1.2 or D1.3, as applicable: Structural Welding Code, American Welding Society.

3. ADAAG: Americans with Disabilities Act Accessibility Guidelines, Version 2010

4. FHWA: Federal Highway Administration
General Specifications 4.0

5. MUTCD: Manual on Uniform Traffic Control Devices

6. AA: Aluminum Association, Inc.

7. AA DAF – 45 (2003); Designation System for Aluminum Finishes

8. ASTM B 209/209M - Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

9. ASTM B 221/221M - Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

10. ASTM: American Society for Testing and Materials

11. ASTM: A36 Carbon Structural Steel.

12. ASTM D 702 (1981): Cast Methacrylate Plastic Sheets, Rods, Tubes, and Shapes

13. ASTM: F593 Stainless Steel Bolts, Hex Cap Screws and Studs

14. ACI: 347 Recommended Practice for Concrete Formwork.

15. UL: 48 Electric Signs

16. NEC: National Electrical Code, Articles 400 & 600

1.4 SUBMITTALS

Provide the following submittals:

A. Shop Drawings

1. Provide one (1) digital pdf copy of shop drawings, engineering calculations and all pertinent information for each sign type in the Design Drawings for review and written approval prior to fabrication. Provide one hard copy set of all items reviewed to City.

2. Shop Drawings definition: Original shop instruction drawing on vendor's title block showing exactly how the sign will be made: exact materials; techniques; processes; dimensions; internal structure; lighting fixtures; transformers and wiring; welds; connections; fasteners; mounting details; access panels, trade coordination comments and other construction pertinent information for the manufacture and installation of all signage. Shop drawings showing structure shall be structurally calculated, showing total weight, sheer load and overturn moment. All drawings shall be "wet" stamped and signed by a State licensed Structural Engineer. Shop drawings showing electrical shall be “wet” stamped and signed by a State licensed Electrical Engineer.

3. These drawings will, once accepted, be signed as reviewed and will become the documents from which the signs are fabricated. Note: All rejected shop drawings must be revised and resubmitted within ten (10) working days to the City until approval is obtained.

4. Vendor requests to substitute alternate materials or techniques other than those noted on drawings or in these specifications shall be prepared and submitted for approval prior to fabrication. See paragraph "E" below for Substitute Procedures.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
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B. Calculations

1. Prior to fabrication, provide engineer stamped calculations for all foundations, lifting eyes and other components that effect the structural design.

C. Patterns

1. Provide one (1) complete set of legible full size pdf digital files for all signs with painted, curved, stenciled, cutout, fabricated, vinyl, routed or printed letters, characters, forms or other as noted on drawings for review and approval. Identify each pattern with the sign number to which the pattern applies. Where technical limitations occur due to artboard size or excessive digital file data size, half-size patterns may be requested and must be pre-authorized by Hunt Design for approval prior to pattern submittal.

2. Pattern definition: Full size digital outline on specified background of each letter, word, character, or form. Include outline of sign panel. Make outlines dark enough for long distance viewing, should printing be required.

3. These patterns, once accepted, will become the patterns or templates for shop fabrication. Retain all original annotated patterns reviewed during pattern submittal process. Retain final approved/stamped pattern for use and review at installation.

4. Digital files in Adobe illustrator CC 2022 Encapsulated Postscript (.eps) format will be provided for sign contractor to use in producing patterns.

D. Colors and Material Samples

1. Submit samples for review and approval. Identify each sample with the sign type number to which the sample applies.
a. Three (3) each type exposed metal used for major elements of work with respective finish.
b. Three (3) paint samples, 6" x 6", on actual specified materials to match color, texture and finish.
c. Three (3) each type plastic (acrylic, Lexan, FRP, epoxy, Plastisol, polycarbonate, PVC) used for major elements of work with respective finish. d. Three (3) each type stone/brick used for major elements of work with respective color, texture and finish.
e. Three (3) each type adhesive plastic film, including die-cut designs. f. Three (3) decorative hardware, including bolt heads, nail heads, screw heads, rivets and similar exposed items.
g. Three (3) of all other items as may be required by City or as indicated on Drawings

E. Product Substitution Procedures:

1. Substitute Provisions:
a. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals, prior to City approval. All requests for substitution shall be by separate written request from Contractor.
b. Design Revision: Substitutions requiring substantial revision of the Contract Documents or will substantially change the intent of the design, must be submitted to the City for review and approval prior to fabrication. The intent of the design shall include functional performance and aesthetic qualities matching the original bid documents.

General Specifications 4.1

HUNT DESIGN
43 E Colorado Blvd #200
Pasadena, CA 91105 Hunt
626.793.7847
PROJECT CLIENT DATE 1 SHEET TITLE SHEET #
2 3
4 Main Street Streetscape Masterplan- Xxxxxxxxxx 0.0 Gateways City of Lake Elsinore 4/4/2025 Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 5
c. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work.
d. Determination by City: City and City's Representative will determine the acceptability of proposed substitutions, and the City will notify Contractor in writing of acceptance or rejection. The determination by the City regarding functional performance and aesthetic quality shall be final. e. Non-Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product.

F. Compile and maintain a listing of all paint colors with the factory batch number and formulation code for all paints and coatings. For custom semi-opaque and/or “wash” type finishes, provide specific mix ”reduced” formulations. Submit the list to the City for future maintenance reference.

1. Three (3) copies of Manufacturer's Certificates of Material Standards to meet all Code and Ordinance Requirements.

G. Artwork:

1. Sign Contractor to provide all sign type artwork, including films, typesetting, variations in required art with graphic images, all city and state required forms of artwork for fire, safety, and occupancy related signage. Contractor artwork to be generated based on samples of template electronic art files provided as guides for actual production art. Hunt Design to provide map templates only. Sign Contractor to use templates to produce all image and text layouts according to message schedule and design drawings.

1.5 PROTOTYPES

A. Mock-Ups: mock-ups shall be prepared by the Contractor as specified in these Specifications to test scale, color, appearance, legibility and/or aesthetic aspects of sign elements and are to be made of materials that match final construction materials and finishes. Mockups shall be produced using acceptable products and manufacturer approved installation methods. Obtain City's acceptance of finish color, texture and pattern and workmanship standard.

Sign Contractor to provide a specified section of main cabinet showing "halo" illumination, colors and finishes of channel letter "T" and cabinet border and a specified sample section of logo cabinet showing "halo" illumination, colors and finishes per bid documents.

1.6 MAINTENANCE – MATERIALS AND DOCUMENTATION
A. Upon completion of work, Contractor is to provide written documentation outlining proper care and maintenance for all graphic materials, colors, finishes and hardware. Touch-up paint:

Provide City with one 1/2 pint can of touch-up paint (including clear coat finish) of each type and color used in Work.

1.7 WARRANTY
A. The contractor shall warrant all work against failure because of faulty materials, workmanship, and design for a period of ten (10) years from date of acceptance by the City. The warranty period shall commence with final acceptance of work.

B. Fading, cracking, warping, peeling, delaminating, rusting, corroding and structural failure, including distortion by whatever cause, shall be construed to mean failure because of faulty materials and workmanship.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
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10 14 00 - 6
C. If during this warranty period, defective workmanship, materials, or equipment are identified by the City, the contractor will be notified, in writing, as to liability and responsibility for corrective action at no cost to the City. Action may include, but is not limited to:

1. Placing all work into satisfactory condition.

2. Making good all damages to equipment, the site, the building, or contents thereof, that have resulted from such unsatisfactory work.

3. Making good any work, materials, or equipment that are disturbed in fulfilling the guarantee including any work, material, or equipment that may have been guaranteed under another contract.

D. Should the contractor fail to proceed with work in accordance with the calendar days specified by the City, the City will have such work performed at the expense of the contractor.

E. In no event will the City be responsible for any extension or delays in the scheduled deliverables or periods of performance under this contract as a result of the contractor's obligations to correct defects, nor shall there be any adjustment of the delivery schedule or period of performance as a result of the correction of defects unless provided by a supplemental agreement with adequate consideration.

F. If the City returns any work to the contractor for correction or replacement under this contract, the contractor shall be liable for transportation charges up to an amount equal to the cost of transportation by the usual commercial method of shipment from the place of delivery specified in the contract (irrespective of the F.O.B. Point or the point of acceptance) to the contractor's plant and return to the place of delivery specified in the contract. The contractor shall also bear the responsibility for the work while in transit.

G. The contractor shall be liable for the reasonable costs, including travel of personnel, and disassembly and reassembly of larger items when it is necessary to remove the work to be inspected and returned for correction or replacement.

PART 2 - PRODUCTS

2.1 GENERAL
A. The work as herein identified, requires the manufacture and/or purchase of; and delivery, installation and/or application of: Signage and Environmental Graphics as part of the Contract Documents.

2.2 MATERIALS – METALS

A. Steel

1. Exposed, painted locations and bending/formed uses: Stretcher-leveled, electrolytic zinc-coated, sheet steel, with phosphate or other specialty treatment for maximum paint adherence, ASTM A591, commercial or drawing quality, Coating Class C.

2. Concealed, unpainted locations and flat/unformed uses: Galvanized sheet steel, ASTM A653, commercial quality, with G90 coating.

3. Steel shapes: ASTM A36, A53, A500, A501 hot-rolled or cold rolled shapes, plates and tubes in sizes indicated on Design Drawings.

General Specifications 4.2

1. Sheet Aluminum ASTM B209: Provide alloy and temper consistent with specific fabrication and finishing processes.

2. Extruded aluminum: Provide alloy and temper consistent with specific fabrication and finishing processes.

3. Bars, rod, wire and shapes: ASTM B221

4. Pipe and tubing: Seamless, minimum Schedule 40 or equivalent wall thickness a. Non-structural: ASTM B210 and ASTM B241.
b. Structural: ASTM B429.

2.3 MATERIALS – PLASTICS

A. Acrylic (interior and exterior):

1. Made with methylmethacrylate polymers, as manufactured by:
a. AutoHaas (Rohm & Haas)
b. Acrylite
c. Or equal.

2. Provide tubing, solid sheet, laminated sheet, or cast acrylic in size, thickness, clarity, opacity, texture, and color required for work.

3. Provide ultra-violet resistant type, where exposed to sunlight.

B. Polycarbonate (interior and exterior):

1. Sheet: Provide with scratch and ultra-violet resistant coating. a. AtoHaas (Rohn & Haas)
b. Lexan by General Electric.
c. Or equal.

2. Acrylic/PVC: High impact acrylic polyvinylchloride thermoplastic sheet. Color shall be integral throughout the material and shall be of thickness and color(s) consistent with the type of item to be represented. Provide flame-retardant formulations for all use conditions and ultraviolet-resistant formulations where exposed to sunlight. a. Kydex as by Kleerdex Co.
b. Crylex as by Atlas Plastics Corp.
c. Or equal.

2.4 MATERIALS – ADHESIVE FILM

A. Vinyl die-cut: Precision-cut, pre-spaced, computer-generated, pressure-sensitive type by 3M or equal.

B. Decalcomania (decal): Pressure sensitive adhesive type by 3M, or equal.

C. Sheet reflective materials: Pressure-sensitive or heat-activated adhesive backed, reflective plastic sheet.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
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10 14 00 - 8

1. Roadway and retroreflective signs: Provide 3M Scotchlite Diamond Grade Long Distance Performance (LDP) reflective sheeting Series 3970 in accordance with Product Bulletin 3970, dated April 1999. (No known equal)

2.5 MATERIALS – STRUCTURAL CONCRETE

A. Formwork: Provide materials in accord with reference standard ACI 347.

B. Reinforcement: Provide concrete reinforcement in accord with reference standard CRSI.

C. Concrete: Provide concrete in accord with reference standard ASTM C94.

1. Mix proportions: As required to produce 28-day compressive strength of not less than 3,000 psi.

D. Grout: Non-shrink, high-strength, non-metallic hydraulic anchoring cement.

E. Waste molds: Wood, plastic, staff - as required to produce designs indicated on Design Drawings.

F. Pea gravel: Uniform sized (3/8 in.), washed, hard, durable gravel conforming to ASTM C33. Angular, flat, chip-like, thin, elongated, friable aggregate is not acceptable.

2.6 MATERIALS – LED LIGHTING

A. LED: All units are to carry U.L. certification and are to meet all applicable City, County and/or State codes. Power and loads are to be determined on a case by case basis. Signage Contractor is to coordinate power and load requirements with architect and general contractor.

1. LED lighting shall have a minimum of 50,000 hours of life prior to reaching 70% of illumination capacity.

2. Sign contractor is to submit relevant cut sheets and data specifications for each LED product used.

3. All LED lighting, unless otherwise stipulated in drawings, shall be of the same manufacturer and of the same color temperature.

4. Unless otherwise stipulated in drawings, illuminated cabinets and letterforms shall be evenly illuminated such that there are no visible hot spots or shadows from internal components. Sign contractor shall get written approval for fabrication of signage that is designed in such a way that even illumination is compromised or not possible. Sign contractor shall get written approval on required sign modifications to produce even illumination which may alter the visual aesthetic of the sign cabinet or letterform.

B. NEMA Standards TS 4-2016

2.7 MATERIALS – ELECTRICAL

A. Code: Conform to California Electrical Code and National Electrical Code for materials.

B. Approved listing: Materials must be approved and listed by Underwriters Laboratories, Inc.

C. Lighting fixtures: Standard manufacture as indicated on Design Drawings. Modify as indicated on Design Drawings and as necessary to conform to governing electrical standards and General Specifications 4.3

D. Disconnects: Heavy duty, non-keyed, flush mounted, fused or unfused, by:

1. General Electric

2. Square D

3. ITE.

4. Or equal

5. Provide NEMA 1 for dry locations and proper enclosure for others.

E. Conduit:

1. Above-grade: Threaded, rigid steel or intermediate metal, conforming to ANSI C80.1, UL 6 or UL 1242, unless specifically approved otherwise by City. Provide with hot- dipped galvanized coating. Provide threaded fittings, conforming to NEMA FB1, UL 514A, or UL 514B. Where specifically approved by City, flexible conduit must be liquid-tight type, conforming to UL 360.

2. Below-grade: Rigid PVC, conforming to UL 651, minimum Schedule 40. Provide cemented, socket-type fittings, conforming to NEMA TC3.

F. Junction boxes: Single-piece, pressed steel type with hot-dipped galvanized coating.

G. Dimmers: Continuously variable-type with extra (minimum 50%) load-capacity for future use.

H. Conductors: THHN, No. 12.

I. Accessories: Provide supports, hangers, and other accessories as required for the work.

2.8 MATERIALS – PRIMERS AND PAINTS
A. Provide and use paint by:

1. Matthews Paint Co., Kenosha, WI

2. PPG Paint Co., Pittsburg, PA

3. Or equal.

B. Paint Schedule:

1. Aluminum:
a. Interior of illuminated sign cans, including internal support/mounting system:
1) Pretreatment: Etching/wash type as recommended by paint manufacturer.
2) 1st coat: Epoxy primer.
3) 2nd and 3rd coats: Flat alkyd or 100% flat acrylic latex. Vinyl acrylics and similar acrylic blends are not acceptable.
b. Exterior surfaces of signs:
1) Pretreatment: Etching/wash type as recommended by paint manufacturer.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
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2) 1st coat: Epoxy primer.
3) 2nd coat: Two-component catalytic, linear, aliphatic polyurethane enamel with ultraviolet inhibitors. Automotive-type enamels are not acceptable.

2. Zinc coated sheet and hot-dip galvanized steel:
a. Pretreatment: Etching/wash type as recommended by paint manufacturer. b. 1st coat: Exterior alkyd or latex primer.
c. 2nd and 3rd coats: Exterior alkyd or 100% acrylic latex. Vinyl acrylics and similar acrylic blends are not acceptable.

3. Acrylic plastic:
a. 1st coat: Plastic lacquer primer or as recommended by paint manufacturer.

4. Aluminum and ferrous metals below grade:
a. 1st coat: Primer as recommended by paint manufacturer. b. 2nd and 3rd coats: Epoxy or urethane mastic protective coating system.

2.9 MATERIALS - CLEAR COAT FINISH
A. Clear Coat: Apply protective clear coat to all painted, printed, and vinyl surfaces as specified in bid drawings. Finish as specified in bid drawings. Coating must be compatible and non-reactive with all materials in contact with clear coat. Contractor shall verify all product warranties.

2.10 MATERIALS - MISCELLANEOUS

A. Cement for acrylic plastic: Weld-On Part No. 4 cement by Industrial Polychemical Co., or equal.

B. Adhesives.

1. Silicone: Single-component silicone rubber by:
a. General Electric
b. Dow Corning
c. Or equal

2. Epoxy: Two-part, catalyzed; provide fast-setting, high-strength, flexible, high-viscosity or other specific types as necessary and approved by City.

3. Tape: Double-coated, high strength acrylic adhesive foam tape, 3M VHB+ tape or equal.

4. Thread-locking: Anaerobic, single-component adhesive, as manufactured by:
a. Hernon.
b. Loctite.
c. Permabond.
d. Or equivalent.

5. Other: Exterior grade, waterproof, structural types as necessary and compatible with materials in contact with adhesives.

C. Locks: Tubular key or allen wrench actuated cam lock, brass and/or stainless steel construction.

D. Magnets: Commercial quality.

E. Neoprene: Synthetic rubber.

General Specifications 4.4

G. Miscellaneous hardware: Provide continuous (piano) hinges, hooks and hook-eyes, hinges and bolts with acorn nuts, chain, invisible (Soss) hinges, and other non-corrosive, commercial type hardware items including fasteners as necessary, where not specifically indicated on the Design

H. Drawings. Ferrous metal hardware is not acceptable.

1. City approval of type and finish is required for all items.

2. Mechanical fasteners must be flush (flat head), tamperproof and match finish and type of material being fastened, unless indicated otherwise.
a. Aluminum, brass, and bronze bolts, screws and nuts: ASTM F467 and ASTM F468.
b. Stainless steel studs (threaded pins), bolts, screws and nuts: ASTM F593 and ASTM F594.
c. Fractional-turn, captive and similar specialty-type screw assemblies: As manufactured by: Southco, Inc., Tamperproof Screw Co., or equal. d. Provide aluminum or stainless steel threaded inserts for bolting and screwing into acrylic plastics and similar "soft" materials.
e. Set screws: Headless, cup point, stainless steel socket set screws with self- locking, threaded stainless steel insert.
f. Stainless steel lag bolts and screws: ANSI B18.2.1.
g. Plain washers: ANSI B18.22.

3. Nylon washers: Friction-reducing, abrasion-resistant, high strength, virgin nylon (or Teflon); fiber, PVC, FRP, rubber, metals and similar materials are not acceptable.

4. Provide all brass hardware with a protective coating of clear metal lacquer, baked-on.

5. Cable: Fed. Spec. RR-W-410 or Mil. Spec. MIL-W-83420, minimum 1/16-in. diameter multi-stranded, stainless steel aircraft cable with stranded stainless steel wire core.

Provide stainless steel sleeves, thimbles, clips, turnbuckles, and similar swaged fittings that develop full strength of cable; crimped fittings are not acceptable. Machine bolt anchors: Stainless steel, chemical-adhesive type as manufactured by:
a. Rawl.
b. Ramset/Red Head.
c. Hilti.
d. Or equal.

PART 3 - EXECUTION

3.1 STRUCTURAL
A. It shall be the responsibility of the Contractor to perform the structural design of the signs and to incorporate all the safety features necessary to adequately support the sign for its intended use and purpose and to protect the City. Designs that meet or exceed industry and code standard engineering practices will be required. The sign fabricator shall submit engineer stamped calculations for foundations, lifting eyes and other sign components that effect the structural design.

1. Include foundations when part of the signage and graphics work.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 12

2. When required because of size or weight of sign, provide lifting eyes. Lifting eyes shall be removable or visually inconspicuous in the finished work.

3. Include support backing and connection to existing support structure or mounting surface.

B. Design loads:

1. All forces resulting from dead loads, live loads, rated loads, wind loads, and seismic loads as applicable shall be applied in determining adequacy of all parts of a suspension system and the system as a whole.
a. Wind loads and seismic loads shall be in accord with governing loads. b. Dead loads consist of the weight of the suspended object(s), and, if a separate system, the load of the suspension system.

C. Allowable stresses:

1. Allowable stresses shall not exceed values which would cause permanent distortion of any structural or machinery component.

2. All components of stress shall have the benefit of engineering calculations and data, and such calculations and data shall be used in the selection of materials.

3. Stresses due to combined loads shall be in accord with governing codes.

D. Support:

1. Consideration shall be given to the support structure to which overhead objects may be attached to assure sufficient structural strength and appropriate connection points.

2. Every suspended object shall be connected by means of sufficient and appropriate attachments and hangers to the support structure designed for its application. The only exceptions are loads of 2 lb. or less which may be attached to architectural materials.

These objects may be suspended from walls or ceilings made of tile, plaster, or gypsum board without connecting directly to the structure.

3. Loads in excess of 2 lb. suspended from a vertical plane, such as a wall or column, shall be supported and installed in a positive manner that maximizes the structures provided.

In addition, when visual design criteria permit, a ledge shall be provided to support the bottom edge of the object. Friction attachments are not acceptable.

4. The primary support of a suspended object may be designed as a concentrated load that is suspended from a single point, or as a distributed load where the weight of a suspended object is suspended by means of more than one primary support sharing the load equally.

5. Whenever possible, objects shall be designed to be supported as a distributed load.

6. When determining the load of an object or system, both the total weight of the object or system and the specific load at each suspension point shall be considered. Basic statics and known material properties and weight distributions shall be used in determination of support loading.

7. Consideration shall be given to the design of the support structure and access to the structure to which overhead objects are intended to be attached. System design shall include adequate access for installation, inspection, and maintenance.

General Specifications 4.5

8. Qualified, trained individuals shall perform all rigging installations with prior rigging experience. Individuals who hang items shall be familiar with these Specifications.

9. Attaching to structure: Care shall be taken to minimize loading conditions that induce torque in structural members. Attachments to existing structure shall be as specified in approved shop drawings.

E. Attachment points of suspended items:

1. Every suspended item shall be constructed to withstand the stresses imposed within its structure by the rigging design. Hardware used to form a rigging point on an item shall meet the intent and requirements of this Section.

F. Connections:

1. All sign brackets, members, connections, welds, bolts, screws, etc. shall conform to 2013 California Building Code, ASCE 7-10 and all appropriate material reference documents.

G. Safety factors:

1. The systems used for supporting suspended objects shall be sufficiently secure so as to prevent failure.

2. The safety ratio for a specific installation shall, as a minimum, meet a 5:1 safety ratio over the minimum allowable load for the installation condition.

3. The required minimum safety ratio applies to the total system. Individual components of a system may be rated at higher values, depending upon the component. The lowest value shall determine the safety factor of the system. Certified "working load" factors that have the basis of laboratory testing are acceptable. As an example, chain manufacturers traditionally use a safety factor of 4:1 over breaking strength as ultimate working load. Wire rope shall use the 5:1 safety factor.

4. Required fail-safe system: Every object suspended overhead shall be designed with a single-point fail-safe system.
a. Every malfunction or failure of a critical component, due to whatever cause, shall not create a life or limb threatening condition or progressive failure of the system.

H. Seismic requirements:

1. All suspended items, connections, and systems shall be designed to resist a seismic load of a 1-g vertical force and a 1/2-g horizontal force.

2. If a suspended item is free to rotate and its path is clear through a 45° swing, no seismic bracing is required. If a suspended item is free to rotate and a collision is possible within a 45° envelope with the potential to threaten public safety, then lateral bracing which will prevent the collision is required.

3.2 ELECTRICAL
A. It shall be the responsibility of the Contractor to perform the complete electrical design for illuminated signs. Illuminated signs shall be designed by an electrical engineer and shall be UL approved.

1. Provide lighting medium indicated on drawings.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 14

2. Position illuminating elements within internally lighted signs or externally illuminated signs at such spacing as will assure uniform light distribution across the portion of the sign faces intended to be illuminated. Sign faces that exhibit “hot-spots” will be unacceptable unless such hot spots are intended to be integral design features of the signs.

3. Access panels shall be flush for all internally illuminated cabinets. Access panel shall be flush with adjacent surface, tight fitting, lightproof and waterproof. Show accesses panel location on shop drawing. Access panels to be in an accessible location, out of sight.

4. Provide disconnect switches for all illuminated signs in accordance with electrical code requirements. Locate disconnect and on/off switches in an accessible location, out of sight.

5. For housing remote electrical components: Provide waterproof box to hide all electrical components. Box to have flush access panel for servicing. Mount box in a minimally visible way. Color and/or finish to match existing adjacent mounting surface.

3.3 SIGN CABINETS AND SIMILAR ENCLOSURES
A. Fabricate of sheet aluminum, carbon steel and stainless steel (0.090-in. minimum thickness) as indicated. Brake-formed, heliarc electric welded construction, precision formed, with straight and even corners and edges. Visible distortions and other irregularities, due to heat of welding process, is not permitted on exposed surfaces. Test welds using dye-penetrant or vacuum- seam tester; reweld where necessary to obtain solid, complete weld joint. Welds shall be smooth and flush. Finish to match adjacent surfaces.

B. Accurately rout portions of sign cabinets to required designs. Finish edges of routed portions to match adjacent surfaces. Coordinate with fabrication of "cut-out" letters and shapes to assure a tight, hairline-type joint appearance.

C. Provisions for acrylic "cut-out" letters and shapes:

1. Provide sufficient quantity of clips to retain all sides and to preclude any looseness or movement of acrylic or separation of acrylic from interior face of cabinet.

2. Provide continuous angle to support and retain perimeter of acrylic faces where necessary.

3. Clips and retainers must not cast shadows or otherwise be visible on face of acrylic when signs are internally illuminated.

D. Provide an internal system of ventilation (screened openings, passages, and electric fans) to assure a uniform dissipation of heat from electrical components of electrically powered and illuminated signs, heat (solar) absorption by sign and other sources. Any openings in exterior surfaces must be internally baffled to prevent "light leaks" and prevent entry of rain, snow, wind-blown debris, and other foreign matter, and screened to prevent entry of insects.

E. Provide drain holes to prevent accumulation of water within signs. Holes must be inconspicuous and be in inconspicuous locations; holes must also be located such that drainage does not occur onto signs, or other surfaces subject to staining. Provide internal system of baffles to prevent "light leaks" through drain holes of illuminated signs. Provide insect screening over drain holes.

F. Fabricate door frames as specified for cabinets.

General Specifications 4.6

1. Weld or use concealed fasteners to continuously attach continuous hinge to door and case. Hinges must be concealed when doorframe is in the closed, locked position.

2. Provide continuous, flexible weather seal gasket between doorframe and cabinet.

3. Install locks at location(s) necessary and adjust to ensure a tight-fitting weather seal at perimeter of doorframe contacting cabinet.

4. Set single-piece glass panel in accord with GANA Glazing Manual using neoprene setting blocks, spacers and glazing tape or vinyl glazing beads to preclude looseness and glass-metal contact. Glazing blocks and spacers must not be readily visible from exterior side of glass door.

G. Fabricate removable external panels as specified for cabinets.

1. Use system of continuous angles and Z-clips and inconspicuous, tamperproof fasteners to secure removable panels to cabinets, as indicated on Drawings.

2. Provide continuous, flexible weather seal gasket between removable panels and cabinet.

3. Provide aircraft cable safety strap and attachments of design and type to withstand the dynamic loads imposed by falling weight of the removable panels without failure of cable safety strap or attachments nor damage to signs, including removable panels; provide easily detachable attachment of cable safety strap to permit complete removal for servicing, maintenance, etc.

H. Fabricate removable internal panels as specified for cabinets.

1. Provide magnetic-type attachment to sheet steel backing where indicated.

2. Provide lift-out-type frame holder where indicated. Use concealed fasteners where possible.

3. Provide one extra set of panels.

3.4 FABRICATED LETTERS, NUMBERS AND SHAPES
A. Provide materials and workmanship that is performed by skilled craftsman under the supervision of trained foremen, experienced in the trade or craft required to accomplish the Work and produce a product of high quality.

B. Where neon or "halo"-type illumination is indicated, interior surfaces of formed (channel) letters and shapes shall be finished with synthetic enamel, white color.

C. Where internal or halo-type illumination is indicated, fabricate letters and shapes with internal support system to secure letters and shapes to supporting surface and also allow easy, quick removal for maintenance of illumination components. Internal system must not cast shadows nor obstruct illumination as to be visibly apparent when fully illuminated letters and shapes are viewed from the front.

D. Finish exposed edges to match finish of face, free of finishing marks.

1. Finish: Polyurethane enamel, directionally brushed, or mirror polished as indicated.

Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 16

3.5 ACRYLIC LETTERS AND SHAPES
A. Precision-milled single-piece or routed letters and shapes. Polish exposed edges to match finish of face, free of polishing markings, unless indicated otherwise. "Punched thru" portions must fit accurately into routed portions of cabinet with tight, hairline joints and snugly into back of formed (channel) letters.

B. Evidence of laminating process of letters and shapes to carrier or diffuser, including the carrier itself, must not be visible on face of signs when internally illuminated. Provide continuous opaque masking material at perimeter of routed opening.

C. Maintain protective paper covering on exposed faces during fabrication wherever possible.

Remove immediately prior to City's review of completed sign fabrication.

D. Coordinate fabrication of sheet plate and formed (channel) letters and shapes, and routing of sign cabinets to assure a tight, hairline type joint between materials.

E. Fabricate laminated acrylic plastic and sheet plate letters and shapes to assure precise, matching shapes and forms with tight, hairline joint.

3.6 PAINTING AND FINISHING:

A. Definitions:

1. The term "paint" as used herein includes enamels, polyurethanes, paints, primers, sealers, fillers, stains, and coatings systems whether used as prime, intermediate or finish coats.

2. The term "system" implies that each finish is comprised of materials and quantities appropriate for the surface to be finished, and includes preparation priming/sealing, and intermediate and finish coats as applicable.

B. Sample finishes: Refer to Section 1.2 - "SUBMITTALS".

C. Paint color references: As indicated on Design Drawings.

D. Paint formulation: All paint materials shall be especially formulated to meet all local and state environmental codes and specifications, with anti-mildew agents incorporated into the formulations. This requirement applies to all materials including those for interiors of sign cabinets and cans. In addition, include carefully balanced ultraviolet inhibitors for exterior materials.

E. Application:

1. Properly prepare subsurfaces and apply materials in an environment most favorable for producing best quality work. Where indicated or necessary, etch surfaces prior to applying finish paint materials.
a. Finish surfaces shall be free of streaks, laps, runs, or pile-up of paints, with all surfaces uniformly covered.
b. Surfaces with over spray are not acceptable.

2. Unless specified or directed otherwise, provide semi-gloss (specular gloss value of 50 in accord with ASTM D523) finish for all surfaces.

General Specifications 4.7

3. Unless specified or directed otherwise, provide "clear coat" finish over all exposed, finish painted surfaces consisting of a two-component catalytic, clear, acrylic polyurethane enamel with ultraviolet inhibitors. Unless otherwise directed by City, provide semi- gloss for metal and plastic surfaces and flat/matte gloss for wood surfaces.

4. Seal all edges of plywood and end grain of solid stock wood even though it may be concealed by other work.

3.7 FABRICATION - GENERAL

A. It is intended that the workmanship be of the highest quality obtainable by the respective trades and crafts experienced in the fabrication of signs
B. Finished work shall be of highest quality to pass eye-level examination and scrutiny. Scratches, paint drips or sags and other visual defects are not acceptable.

C. Copy application: Sign copy shall be crisp, sharp, clean, and free from "ticks," discontinuous curves, line waver, and similar type imperfections.

1. Letterforms shall conform to prescribed proportions.

2. Whenever possible, messages shall be set full-size.

3. Letterforms shall be aligned so as to maintain a baseline parallel to sign format, with margins and layout as indicated on Design Drawings and approved shop drawings.

D. Sign construction:

1. Construct work to eliminate burrs, cutting edges, and sharp corners.

2. Finish welds on exposed surfaces to be imperceptible in the finished work.

3. Except as indicated or directed otherwise, finish surfaces smooth.

4. Surfaces that are intended to be flat shall be without bulges, depressions, oil canning, or other physical deformities; use thicker materials or other means of stiffening or reinforcement to achieve intended results.

5. Surfaces that are intended to be curved shall be smoothly free flowing to required shapes.

6. Parts indicated to be turned must be accurately machined/worked from solid stock to indicated or on approved shop drawings. Finished surfaces to be polished smooth unless otherwise indicated, free of any visible pits, voids, or similar defects.

7. Fabricate continuous, internal support/mounting systems required to adequately secure/support signs. Where necessary, make provisions to allow for easy, quick removal for maintenance, etc. Where internal illumination is indicated, internal system must not cast shadows nor obstruct illumination as to be visibly apparent when fully illuminated sign is viewed from front.

8. Except where approved otherwise by City, conceal fasteners.

9. Make signs tight fitting, between parts and sections, and with adjacent surfaces. Unless indicated otherwise, non-welded joints between various portions of signs must be weatherproof (for exterior signs) and have tight, hairline-type appearance, without gaps Lake Elsinore Main St Gateway Signs SECTION 10 14 00
4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 18
(varying or otherwise). Provide sufficient fastenings to preclude looseness, racking, or similar movement.

10. Make access panels and similar removable, external portions tight-fitting, lightproof, and weatherproof with adjacent surfaces. Provide access panels and removable portions occurring in overhead (i.e., greater than 6 feet above adjacent grade) locations with aircraft cable safety strap and attachments of design and type to withstand the dynamic loads imposed by falling weight of the access panels or removable portions without failure of cable safety strap or attachments nor damage to signs, including access panels and removable portions; provide easily detachable attachment of cable safety strap to permit complete removal for servicing, maintenance, etc.

11. Provide fabricated metal light baffle clips or approved porous foam blocking over weep holes to prevent light leaks thru holes.

12. Locate UL labels and similar identification required by the local building authorities on exterior of sign, at specific locations as indicated on approved shop drawings. Do not apply other labels of any type that cannot be concealed.

13. Conform with manufacturer's recommended fabricating procedures regarding fastening, restraining, expansion, and contraction of FRP, polyurethane foam, acrylic plastic and other dissimilar materials.

14. Exercise care to assure that finished surfaces are unblemished in completed Work.

15. Isolate dissimilar materials. Exercise particular care to isolate non-ferrous metals from ferrous metals, including fasteners.

16. Position illuminating elements within internally lighted signs at such spacing as will assure uniform light distribution across portion of sign faces intended to be illuminated.

Sign faces that exhibit “hot-spots” will be unacceptable unless such hot spots are intended to be integral design features of signs.

17. Provide flush-mounted, non-keyed, weatherproof disconnect switches for electrically powered or illuminated signs in accord with electrical code and UL requirements. Locate disconnects on top or back of signs in a manner so as to not be visible to public guests unless indicated otherwise on Design Drawings.

18. Locate items requiring maintenance, such as lamps, ballasts, transformers, wiring connections, etc., in easily accessible areas.

19. Assembly of electrical components must conform to requirements of Underwriters Laboratories, Inc. "Standards for Sign Safety US UL 48" and qualify sign to receive and bear UL label.

20. Fabricating copy: Unless specifically indicated on Design Drawings otherwise, fabricate sign copy as follows.
a. Cut-out copy: All letter and number cut-outs shall be made from material and gauge as indicated on Design Drawings. Cutting shall be done in such manner that edges and corners of finished letterforms will be sharp and true. Letterforms with nicked, cut, ragged, rounded (positive or negative) corners, and similar disfigurements will not be acceptable.
b. Routed copy: Cutting and routing shall be done in such manner that edges and corners of finished letterforms shall be sharp and true. Letterforms with nicked, cut, ragged, rounded (positive or negative) corners, and similar disfigurements will not be acceptable. Letterforms shall be aligned so as to maintain a base line General Specifications 4.8

Mechanically fasten center of letters to acrylic plastic as required. c. Vinyl letters: Vinyl letters and numbers shall be computer cut unless an alternate process is approved by City prior to fabrication. Copy shall be pre-spaced with 3-M series 2-application tape, prior to installation on sign. No exceptions.

3.8 INSTALLATION – GENERAL

A. Verify and stake the exact sign locations at on site walk-through with City at the job site for all sign locations which are not exactly dimensioned on the drawings. Notify City of any conditions that may adversely affect satisfactory installation of graphic elements.

B. Except as indicated otherwise on the drawings, install prefabricated work plumb, level, square and true to line.

C. Securely anchor work in proper location using anchors, anchorages, fasteners, or other methods approved on shop drawings. All anchors and fasteners shall be appropriate to the anchorage condition.

D. Provide final electrical power hook-up. After final electrical connections have been made, test all electrical systems to assure that all are in proper working order.

E. Coordinate work and access to site with the City.

F. Final adjustment and cleaning:

1. Touch-up all scratched, marred, abraded, or otherwise damaged surfaces to match original surfaces.

2. Clean-up work area after installation has been completed.

3.9 MATERIAL HANDLING
A. Pack, wrap, crate, bundle, box, bag, or otherwise package, handle, transport, and store all fabricated work as necessary to provide protection from damage by every cause.

B. Provide clear and legible identifying information on all product packaging to ensure proper on- site review and installation.

3.10 PROJECT CONDITIONS
A. Protection:

1. Warning signs and other methods of protection must be sufficiently substantial to withstand normal, anticipated construction activities and are subject to City's approval.

B. Sequencing/Scheduling: Coordinate fabrication, delivery, installation, field finishing and field- application, where applicable, of the work of this section, with progress of construction and City's schedule.

C. All fabrication shall be done in an approved and registered fabrication shop, per CBC Chapter

17. Lake Elsinore Main St Gateway Signs SECTION 10 14 00 4/4/2025 EXTERIOR SIGNAGE
10 14 00 - 20
D. Maintain all structural integrity of existing structures. Alteration requires a design by California Licensed Civil or Structural Engineer and must be submitted for review and approval by City prior to installation.

3.11 RESTORATION
A. Damage due to negligence of the Contractor to surfaces or building components, shall be repaired and restored to its original condition by the Contractor at no extra cost to the City.

Patch and paint around all cuts to match adjacent surfaces.

B. Patch and paint around all cuts to match adjacent surfaces. Replace with ceiling, wall or floor tiles affected by the installation with new tiles.

3.12 INSPECTION
A. City reserves the right to inspect work in the fabrication shop in progress and before it is shipped to the job site for installation.

B. Fabricator shall inspect installation locations for conditions that will adversely affect execution, performance and quality of work, and shall not proceed with installation until unsatisfactory conditions have been corrected.

END OF SECTION 10 14 40
General Specifications 4.9
STRUCTURAL ELEVATION 1 SCALE: 3/16" = 1'-0" 2 B 9 8 7 6 5 4 3 1 CDEFA Drawn by.........................................................

Checked by.....................................................

Date:

Project No.

Date Revisions 1Orig. No.

Account Exec.............

Designer..................... 2345

ENGINEERING
www.yesco.com
© 2022 YESCO LLC, All rights reserved
City of Elsinore
SOYOPY-68553
S1 of 2
9/4/2025
Carl Meyers
Jason Gopperton C:\Users\cmeyers\Documents\1-YESCO\1-Current Job\2025\City of Lake Elsinore OPY-68553\CAD\ENG PRELIMINARY OPY-68553 City of Lake Elsinore.dwg HSS 4x4x14

ROLLED TUBE BEAMS
HSS 4x2x 3
16 STRUTS
HSS 10.750 x 0.375

OR EQUAL FLUTED

STEEL POLE
Ø 16" x 1 12" THICK STEEL

BASE PLATE
WITH (8) Ø 1" x 41" LONG
GRADE 105 ANCHOR RODS

WITH EMBEDDED DOUBLE NUT
AND 2 12
" x 2 12" x 14
" THICK PLATE

WASHERS

CONCRETE DRILLED SHAFT

FOOTING
(12) #6 VERTICAL BARS

EVENLY SPACED ON
30" Ø #4 CLOSED HOOP TIES.

TIES SHALL BE PLACE AT
2 12" O.C. FOR FIRST 5" AND
12" O.C. THEREAFTER 3'-0" Ø 3'-0" Ø 9'-0" 2'-812"

CONCRETE BASE FORMED & POURED
MONOLITHIC WITH FOOTING. REBAR CAGE
SHALL EXTEND TO THE TOP OF THE BASE.

BRICK VENEER AS OCCURS ±18'-0"
58'-0" 18'-2"
STRUCTURAL ELEVATION 2 SCALE: 1/4" = 1'-0"
STRUCTURAL ELEVATION 3 SCALE: 3/8" = 1'-0"
2 B
9 8 7 6 5 4 3 1
C
D
E
F
A
Drawn by.........................................................

Checked by.....................................................

Date:

Project No.

Date Revisions
1Orig. No.

Account Exec.............

Designer.....................
2 3
4 5

ENGINEERING
www.yesco.com
© 2022 YESCO LLC, All rights reserved
City of Elsinore
SOYOPY-68553
S2 of 2
9/4/2025
Carl Meyers
Jason Gopperton C:\Users\cmeyers\Documents\1-YESCO\1-Current Job\2025\City of Lake Elsinore OPY-68553\CAD\ENG PRELIMINARY OPY-68553 City of Lake Elsinore.dwg 16'-81 2" 2'-6" 6'-3" 24'-0"
HSS 8.000 x 0.250

OR EQUIVALENT FLUTED

STEEL POLE
Ø 12" x 1" THICK STEEL BASE PLATE
WITH (6) Ø 3
4 " x 36" LONG
GRADE 136 ANCHOR RODS

WITH EMBEDDED DOUBLE NUT WASHER

CONCRETE DRILLED SHAFT

FOOTING
(6) #5 VERTICAL BARS

EVENLY SPACED ON
18" Ø #3 CLOSED HOOP TIES.

TIES SHALL BE PLACE AT
2 1
2 " O.C. FOR FIRST 5" AND
12" O.C. THEREAFTER
2'-0"Ø 2'-0"Ø
4'-81
2"

CONCRETE BASE FORMED & POURED
MONOLITHIC WITH FOOTING. REBAR CAGE
SHALL EXTEND TO THE TOP OF THE BASE.

BRICK VENEER AS OCCURS 2'-2" 8'-0" 12'-0" 3'-6"
1'-6"Ø
HSS 6.000 x 0.250

OR EQUIVALENT FLUTED

STEEL POLE
Ø 10" x 1
2 " THICK STEEL BASE PLATE
WITH (4) Ø 1
2 " x 28" LONG
GRADE 36 ANCHOR RODS

WITH EMBEDDED DOUBLE NUT WASHER

CONCRETE DRILLED SHAFT

FOOTING
(4) #4 VERTICAL BARS

EVENLY SPACED ON
12" Ø #3 CLOSED HOOP TIES.

TIES SHALL BE PLACE AT
2 1
2 " O.C. FOR FIRST 5" AND
12" O.C. THEREAFTER

CONCRETE BASE FORMED & POURED
MONOLITHIC WITH FOOTING. REBAR CAGE
SHALL EXTEND TO THE TOP OF THE BASE.

BRICK VENEER AS OCCURS
Project Proposal
Yamaava BOH Signage Update
Proposal
For Work At Billing Address Account Executive
City of Lake Elsinore
Main St. and Sumner Ave.

Short St. and Lakeshore Dr.

Lake Elsinore CA 92530
United States
City of Lake Elsinore Engineering Dept
130 South Main St.

Lake Elsinore CA 92530
United States
008242 Jason V Gopperton
Yesco Signs LLC
10235 Bellegrave Avenue
Jurupa Valley CA 91752
United States
Date Project Number Project Description Pricing Valid Until Deposit 10/10/2025 PRY-62550 Lake Elsinore Gateway Sign Project 11/09/2025 Item Amount
California Sign Sales
Fabricate one Primary Gateway Sign and install at Main St and Sumner Avenue per City provided / Hunt Design RFP drawings and details dated August 16, 2022and specifications dated 4/4/2025. $368,000.00
California Sign Sales
Fabricate one Secodary Gateway Sign and install at Short St and LakeshoreDrive per City provided / Hunt Design RFP drawings and details dated August 16, 2022and specifications dated 4/4/2025. $143,125.00
California Sign Sales
Fabricate one Tertiary Gateway Sign and install at Short St just North of Lakeshore Dr. per City provided / Hunt Design RFP drawings and details dated August 16, 2022and specifications dated 4/4/2025. $40,938.00
California Sign Sales
Mock Up Allowance
$25,000.00
Sign Sales & Services - Non-taxable
Lane Closure / Traffic Control Allownace
$25,000.00
Design and Engineering (WIP)
Engineering / Shop Drawings for foundations, columns and cabinet construction. $10,000.00
Permit Acquisition
Permit Acquisition Labor - Fees, if any, to be billed separately at cost. $5,000.00
$158,473.50
Item Amount
Exclusions
Exclusions / Qualifications:

Right to Review. In submitting this proposal, YESCO LLC dba YESCO Signs LLC hereby reserves the right to review and negotiate any terms and conditions contained in any Agreement and/or Purchase Order it may be required to enter into, including General Conditions and Special Conditions, as well as any documents incorporated therein by reference, upon the acceptance of such proposal.

Permits / Permit Procurement. Permits and Permit Procurement costs are excluded. If required, Permit related costs to be calculated on a time and material basis with procurement labor billed at $95 per hour and permit fees reimbursed at cost and added as a change order to the overall contract price.

Lane Closure / Lane Closure Permits. Lane Closure and Lane Closure Permit costa are an allowance only. Actual costs will be calculated on a time and material basis at cost plus 25% and allowance will be adjusted accordingly via contract change order.

Primary Electrical. YESCO will specify primary power requirements. Owner / GC to provide primary power to sign locations.

Transformer(s), switch gear, energy management systems, harmonic filters, contactors and related electrical control infrastructure is the responsibility of the Owner.

Landscape / Hardscape. Landscape and/or Hardscape demo and replacement are excluded.

Structural. Customer is to provide YESCO with soils report(s) for foundation design as required by the Building Official, Underground Utilities. Relocation or repair of utilities, whether above grade or below grade is excluded. This includes storm drains and/or drain Pipe.

Third Party Inspections. All third-party inspections specific to signage scope of work to be provided by Owner / GC.

Work Shift. YESCO proposal is based on work being completed during standard work shift. Over time, if requested, is additional.

Work Area. Proposal contingent upon access for YESCO crews and equipment staging in and around the sign area(s) for installation.

Prevailing Wages: Prevailing wages have been included for the installation activities in this proposal.

Union Forces. No Trade Union Labor will be utilized to perform this scope of work.

Bonds. Performance and payment bonds are excluded.

Validity. This Proposal is valid for 30 days with the exception of material cost increases due to Trade Tarif levees beyond the control of YESCO and its suppliers.

TAXES AND TARIFFS: All pricing is based on supplier pricing as of the date of this proposal. All pricing is subject to change due to increases in supplier pricing resulting from taxes and/or tariff assessments, and/or other causes beyond YESCO’s reasonable control and the Customer understands that pricing will be updated in real time to reflect any such assessment up to and including at time of shipment and/or customs processsing.

Payment Terms
CASH SALE. Progress Payments to be made as follows:
25% upon receipt of permit with monthly progress billings based on actual percentage of completion for fabrication and installation activities.

FINANCING. Financing available for approved clients via YESCO Financial Solutions (YFS) between$ 13,428 and $ 21,628 per month for 60 months depending on final rate and terms. Additional rates, terms and options available for qualified clients. All YFS Financing includes extended warranty on internal components for the duration of the term. Ask your YESCO representative for details.

EXTENDED WARRANTY. Extended warranty for site labor services available for $350 / month which covers field labor and internal lighting and electrical components and excludes primary load centers, primary conductors, network cabling and 4G Hotspot / wifi equipment.

Subtotal $617,063.00
Tax Total (%) $16,829.33
Total $633,892.33
This Proposal is subject to acceptance of YESCO's Standard Terms and Conditions, available at www.yesco.com/terms/standardtermsandconditions.pdf. The proposed financing terms are only estimates. Final terms are subject to due diligence and formal credit approval by YESCO Financial Solutions.

Invoice
Bill To Ship To Remit To
City of Lake Elsinore Engineering Dept
130 South Main St.

Lake Elsinore CA 92530
United States
Main Street Gateway
South Main Street and Heald Ave
Lake Elsinore CA 92530
United States
Yesco Signs LLC
10235 Bellegrave Avenue
Jurupa Valley CA 91752
United States
Project Number / Invoice # Terms Account Executive
PRY-62550 DUE UPON ACCEPTANCE 008242 Jason V Gopperton
Item Amount
Down Payment Invoice for 25% (Prefunding) $158,473.50
Total $158,473.50
ACH Payment Authorization
By completing your ACH information below, you authorize YESCO to withdraw all payment(s) pursuant to the Agreement on the applicable due date (s) from Customer's depository account as described below. Written revocation of this authorization must be received by YESCO with at least 30 days prior notice.

Name on Bank Account
Name of Bank Checking Savings
Bank Account Number
Routing Number Bank City and State
E-mail Address for Receipt Phone
Authorized Signature Date

In Closing…
We are grateful for the opportunity to present this proposal for your project and we look forward to another successful collaboration to further develop the scope details in coordination with all of the project stakeholders.

As we touched on earlier in this package, YESCO embraces the opportunity to collaborate because we believe that it is through that process that we have solidified lasting partnerships with clients such as yourself.

Thank you again for considering YESCO as a partner to assist your project team in developing the current and future signage and lighting opportunities for The City of Lake Elsinore.

Yamaava BOH Signage Update

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REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared by: Rick De Santiago, Public Works Manager
Date: January 13, 2026
Subject: Annual On-Call Services Agreement with Amtek Construction in Support of City of Lake Elsinore Public Works Operations
Recommendation
Approve and authorize the City Manager to execute an Agreement with Amtek Construction in an amount not to exceed $200,000 to Support City of Lake Elsinore Public Works Operations in such final form as approved by the City Attorney.

Background
On April 30, 2025, the City posted the On-Call Request for Proposals (RFP) on PlanetBids, and by the May 20, 2025, deadline, the City received 17 proposals from various contractors. The OnCall Agreement allows the City to quickly and efficiently mobilize maintenance and construction services under pre-negotiated terms and conditions. The City may require services due to an urgent matter or because the City is unable to provide or perform those services internally.

Discussion
This agreement is needed to ensure continued On-Call and minor construction contractor support for immediate operational demands and minor construction projects. The sustainment of these essential general requirements provides Citywide, far-reaching support for minor construction, rehabilitation, and immediate maintenance, augmenting construction and repair services.

Fiscal Impact
Funds are available in the City’s Annual Operating & Capital Improvement Budgets for Fiscal Year 2025-26.
(Subject Matter 1- 4 words only. Do Not add date or page numbering)

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Attachments
Attachment 1 – Agreement
Exhibit A – Service Rates

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AGREEMENT FOR CONTRACTOR SERVICES
Amtek Construction

ON-CALL SERVICES
This Agreement for Contractor Services (On-Call) (the “Agreement”) is made and entered into as of January 13, 2026 by and between the City of Lake Elsinore, a municipal corporation (the “City”) and Amtek Construction, a Licensed General Contractor (the “Contractor”).

RECITALS
A. The City has determined that it requires the following services:

On-Call minor construction and repair services.

B. The City has prepared a request for a proposals and Contractor has submitted to City a proposal, dated May 20, 2025, both of which are attached hereto as Exhibit A (collectively, the "Contractor's Proposal") and incorporated herein, to provide services and related work to the City pursuant to the terms of this Agreement.

C. Contractor possesses the skill, experience, ability, background, certification and knowledge to perform the services and related work described in this Agreement on the terms and conditions Agreement.

AGREEMENT

1. Scope of Services. Contractor shall perform the services and related work described in Contractor's Proposal (Exhibit A). Contractor shall provide such services and related work at the time, place, and in the manner specified in Contractor's Proposal (Exhibit A), subject to the direction of the City through its staff that it may provide from time to time. Contractor acknowledges that the Scope of Services provides for 24 hour-a-day, 7 day-a-week, on-call and minor construction support on an as needed basis.

2. Time of Performance.
a. Time of Essence. Time is of the essence in the performance of this Agreement. The time for completion of the services and related work to be performed by Contractor is an essential condition of this Agreement. Contractor shall prosecute regularly and diligently the services and related work contemplated pursuant to this Agreement consistent with Contractor's Proposal (Exhibit A) and shall provide, furnish and pay all labor, materials, necessary tools, expendable equipment, and all taxes, utility and transportation services required to perform such the services and related work.
b. Performance Schedule. Contractor shall commence the services and related work pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services and related work within the time period(s) established in the Contractor's Proposal (Exhibit A). When requested by Contractor, extensions to the time period(s) specified may be approved in writing by the City Manager.

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c. Term and Compliance with Task/Work Order System. Unless earlier terminated as provided elsewhere in this Agreement, this Agreement shall continue in full force and effect for a period commencing on January 13, 2026 and ending June 30, 2026. The City may, at its sole discretion, extend the term of this Agreement on a 12-month basis not to exceed 2 additional twelve (12) month renewal terms by giving written notice thereof to Contractor not less than thirty (30) days before the end of the contract term, such notice to be exercised by the City Manager.

Contractor hereby agrees and acknowledges that any and all work or services performed pursuant to this Agreement shall be based upon the issuance of a Task/Work Order by the City. Contractor acknowledges that it is not guaranteed any minimum or specific amount of work or services as all work or services shall be authorized through a Task/Work Order issued by the City.

3. Compensation. Compensation to be paid to Contractor shall be in accordance with the fees set forth in Contractor's Proposal (Exhibit A), which is attached hereto and incorporated herein by reference. In no event shall Contractor's annual compensation exceed Two Hundred Thousand ($200,000) without additional written authorization from the City. Notwithstanding any provision of Contractor's Proposal to the contrary, out of pocket expenses set forth in Exhibit A shall be reimbursed at cost without an inflator or administrative charge. Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to the City at the time of payment.

4. Method of Payment. Contractor shall promptly submit billings to the City describing the services and related work performed during the preceding month to the extent that such services and related work were performed. Contractor's bills shall be segregated by project task, if applicable, such that the City receives a separate accounting for work done on each individual task for which Contractor provides services. Contractor's bills shall include a brief description of the services performed, the date the services were performed, the number of hours spent and by whom, and a description of any reimbursable expenditures. City shall pay Contractor no later than forty-five (45) days after receipt of the monthly invoice by City staff.

Contractor shall not use that personnel to perform work required by this Agreement, and if necessary, shall replace him or her with a suitable worker.

6. Suspension or Termination.
a. The City may at any time, for any reason, with or without cause, suspend or terminate this Agreement, or any portion hereof, by serving upon the Contractor at least ten (10) days prior written notice. Upon receipt of such notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement, such suspension or termination shall not make void or invalidate the remainder of this Agreement.
b. In the event this Agreement is terminated pursuant to this Section, the City shall pay to Contractor the actual value of the work performed up to the time of termination, provided that the work performed is of value to the City. Upon termination of the Agreement pursuant to this

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Section, the Contractor will submit an invoice to the City, pursuant to Section entitled "Method of Payment" herein.

7. Plans, Reports, Documents
a. Ownership of Documents. All plans, studies, documents and other writings prepared by and for Contractor, its officers, employees and agents and subcontractors in the course of implementing this Agreement, except working notepad internal documents, shall become the property of the City upon payment to Contractor for such work, and the City shall have the sole right to use such materials in its discretion without further compensation to Contractor or to any other party. Contractor shall, at Contractor's expense, provide such reports, plans, studies, documents and other writings to City upon written request. City shall have sole determination of the public’s rights to documents under the Public Records Act, and any third-party requests of Contractor shall be immediately referred to City, without any other actions by Contractor. b. Licensing of Intellectual Property. This Agreement creates a nonexclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require that all subcontractors agree in writing that City is granted a nonexclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data, which were prepared by design professionals other than Contractor or provided, to Contractor by the City. City shall not be limited in any way in its use of the Documents & Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's solerisk. c. Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents & Data either created by or provided to Contractor in connection with the performance of this Agreement shall be held confidential by Contractor. Contractor shall not, without the prior written consent of City, use such materials for any purposes other than the performance of the services under this Agreement. Nor shall such materials be disclosed to any person or entity not connected with the performance of the services under this Agreement. Nothing furnished to Contractor, which is otherwise known to Contractor or is generally known, or has become known, to the related industry shall be deemed confidential. Contractor shall not use City's name or insignia, photographs relating to project for which Contractor's services are rendered, or any publicity pertaining to the Contractor's services under this Agreement in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City.

8. Contractor's Books and Records.
a. Contractor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services, or expenditures and disbursements charged to City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor to this Agreement.
b. Contractor shall maintain all documents and records which demonstrate performance under this Agreement for a minimum period of three (3) years, or for any longer period

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required by law, from the date of termination or completion of this Agreement. c. Any records or documents required to be maintained pursuant to this Agreement shall be made available for inspection or audit, at any time during regular business hours, upon written request by the City Manager, City Attorney, City Auditor or a designated representative of these officers. Copies of such documents shall be provided to the City for inspection at City Hall when it is practical to do so. Otherwise, unless an alternative is mutually agreed upon, the records shall be available at Contractor's address indicated for receipt of notices in this Agreement. d. Where City has reason to believe that such records or documents may be lost or discarded due to dissolution, disbandment or termination of Contractor's business, City may, by written request by any of the above-named officers, require that custody of the records be given to the City and that the records and documents be maintained in City Hall. Access to such records and documents shall be granted to any party authorized by Contractor, Contractor's representatives, or Contractor's successor-in-interest.

9. Independent Contractor.
a. Contractor is and shall at all times remain as to the City a wholly independent contractor pursuant to California Labor Code Section 3353. The personnel performing the services under this Agreement on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City.

Contractor shall not incur or have the power to incur any debt, obligation, or liability whatsoever against City, or bind City in any manner.
b. Notwithstanding any other federal, state and local laws, codes, ordinances and regulations to the contrary, Contractor and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.

10. PERS Eligibility Indemnification. In the event that Contractor or any employee, agent, or subcontractor of Contractor providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Contractor shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Contractor or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

11. Interests of Contractor. Contractor (including principals, associates and management employees) covenants and represents that it does not now have any investment or interest in real property and shall not acquire any interest, direct or indirect, in the area covered by this Agreement or any other source of income, interest in real property or investment which would be affected in any manner or degree by the performance of Contractor's services hereunder. Contractor further covenants and represents that in the performance of its duties hereunder no person having any such interest shall perform any services under this Agreement.

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12. Ability of Contractor. City has relied upon the training and ability of Contractor to perform the services hereunder as a material inducement to enter into this Agreement. Contractor shall therefore provide properly skilled personnel to perform all services under this Agreement. All work performed by Contractor under this Agreement shall be in accordance with applicable legal requirements and shall meet the standard of quality ordinarily to be expected of competent contractors in Contractor's field of expertise.

13. Compliance with Laws.
a. Contractor shall comply with all local, state and federal laws and regulations applicable to the services required hereunder, including any rule, regulation or bylaw governing the conduct or performance of Contractor and/or its employees, officers, or board members. b. Contractor represents that it has obtained and will maintain at all times during the term of this Agreement all professional and/or business licenses, certifications and/or permits necessary for performing the services described in this Agreement, including a City business license.

14. Licenses. Contractor represents and warrants to City that it has the licenses, permits, qualifications, insurance and approvals of whatsoever nature, which are legally required of Contractor to practice its profession. Contractor represents and warrants to City that Contractor shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement, any licenses, permits, insurance and approvals which are legally required of Contractor to practice its profession.

Contractor shall maintain a City of Lake Elsinore business license.

15. Indemnity. Contractor shall indemnify, defend, and hold harmless the City and its officials, officers, employees, agents, and volunteers from and against any and all losses, liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused, in whole or in part, by the willful misconduct or negligent acts or omissions of Contractor or its employees, subcontractors, or agents, by acts for which they could be held strictly liable, or by the quality or character of their work. The foregoing obligation of Contractor shall not apply when (1) the injury, loss of life, damage to property, or violation of law arises from the sole negligence or willful misconduct of the City or its officers, employees, agents, or volunteers and (2) the actions of Contractor or its employees, subcontractor, or agents have contributed in no part to the injury, loss of life, damage to property, or violation of law. It is understood that the duty of Contractor to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance by City of insurance certificates and endorsements required under this Agreement does not relieve Contractor from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply. By execution of this Agreement, Contractor acknowledges and agrees to the provisions of this Section and that it is a material element of consideration.

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16. Insurance Requirements .
a. Insurance. Contractor, at Contractor's own cost and expense, shall procure and maintain, for the duration of the contract, unless modified by the City's Risk Manager, the following insurance policies.
i. Workers' Compensation Coverage. Contractor shall maintain Workers' Compensation Insurance andEmployer's Liability Insurance for his/her employees inaccordance with the laws of the State of California. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with the laws of the State of California for all of the subcontractor's employees. Any notice of cancellation or non-renewal of all Workers' Compensation policies must be received by the City at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against City, its officers, agents, employees and volunteers for losses arising from work performed by Contractor for City. In the event that Contractor is exempt from Worker's Compensation Insurance and Employer's Liability Insurance for his/her employees in accordance with the laws of the State of California, Contractor shall submit to the City a Certificate of Exemption from Workers Compensation Insurance in a form approved by the City Attorney.
ii. General Liability Coverage. Contractor shall maintain commercial general liability insurance in an amount not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Required commercial general liability coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (ed. 11/88) or Insurance Services Office form number GL 0002 (ed. 1/73) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability. No endorsement may be attached limiting the coverage.
iii. Automobile Liability Coverage. Contractor shall maintain automobile liability insurance covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence. Automobile liability coverage must be at least as broad as Insurance Services Office Automobile Liability form CA 0001 (ed. 12/90) Code 1 ("any auto"). No endorsement may be attached limiting the coverage. b. Endorsements. Each general liability and automobile liability insurance policy shall be with insurers possessing a Best's rating of no less than A:VII and shall be endorsed with the following specific language :
i. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the protection offered by all policies, except for Workers’ Compensation, shall bear an endorsement whereby it is provided that, the City and its officers, employees, servants, volunteers and agents and independent contractors, including without limitation, the City Manager and City Attorney, are named as additional insureds. Additional insureds shall be entitled to the full benefit of all insurance policies in the same manner and to the same extent as any other insureds and there shall be no limitation to the benefits conferred upon them other than policy limits to coverages.
ii. This policy shall be considered primary insurance as respects the City,

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its elected or appointed officers, officials, employees, agents and volunteers. Any insurance maintained by the City, including any self-insured retention the City may have, shall be considered excess insurance only and shall not contribute with it. iii. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.
iv. The insurer waives all rights of subrogation against the City, its elected or appointed officers, officials, employees or agents.
v. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its elected or appointed officers, officials, employees, agents or volunteers.
vi. The insurance provided by this Policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days written notice has been received by the City.
c. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the City's option, Contractor shall demonstrate financial capability for payment of such deductibles or self-insured retentions. d. Certificates of Insurance. Contractor shall provide certificates of insurance with original endorsements to City as evidence of the insurance coverage required herein. Certificates of such insurance shall be filed with the City on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with the City at all times during the term of this Agreement.

17. Notices. Any notice required to be given under this Agreement shall be in writing and either served personally or sent prepaid, first class mail. Any such notice shall be addressed to the other party at the address set forth below. Notice shall be deemed communicated within 48 hours from the time of mailing if mailed as provided in this section.

If to City: City of Lake Elsinore
Attn: City Manager
130 South Main Street
Lake Elsinore, CA 92530
With a copy to: City of Lake Elsinore
Attn: City Clerk
130 South Main Street
Lake Elsinore, CA 92530
If to Contractor: Amtek Construction
Attn: Alan Sayce
946 N. Lemon Street
Orange, CA 92867

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18. Assignment and Subcontracting. The parties recognize that a substantial inducement to City for entering into this Agreement is the reputation, experience and competence of Contractor.

Contractor shall be fully responsible to City for all acts or omissions of any subcontractors.

Assignments of any or all rights, duties or obligations of the Contractor under this Agreement will be permitted only with the express consent of the City. Contractor shall not subcontract any portion of the work to be performed under this Agreement without the written authorization of the City. If City consents to such subcontract, Contractor shall be fully responsible to City for all acts or omissions of those subcontractors. Nothing in this Agreement shall create any contractual relationship between City and any subcontractor nor shall it create any obligation on the part of the City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise is required by law.

19. Waiver. Waiver of a breach or default under this Agreement shall not constitute a continuing waiver of a subsequent breach of the same or any other provision under this Agreement.

20. Litigation Expenses and Attorneys' Fees. If either party to this Agreement commences any legal action against the other party arising out of this Agreement, the prevailing party shall be entitled to recover its reasonable litigation expenses, including court costs, expert witness fees, discovery expenses, and attorneys' fees.

21. Mediation. The parties agree to make a good faith attempt to resolve any disputes arising out of this Agreement through mediation prior to commencing litigation. The parties shall mutually agree upon the mediator and share the costs of mediation equally. If the parties are unable to agree upon a mediator, the dispute shall be submitted to JAMS or its successor in interest. JAMS shall provide the parties with the names of five qualified mediators. Each party shall have the option to strike two of the five mediators selected by JAMS and thereafter the mediator remaining shall hear the dispute. If the dispute remains unresolved after mediation, either party may commence litigation.

22. Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

23. Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

24. Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. Contractor agrees to fully comply with all applicable federal and state labor laws (including, without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in connection with the work or services provided pursuant to this Agreement, Contractor shall bear all risks of payment or nonpayment of prevailing wages under California law, and Contractor hereby agrees to defend,

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indemnify, and hold the City, and its officials, officers, employees, agents, and volunteers, free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The foregoing indemnity shall survive termination of this Agreement.

25. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force andeffect.

26. Controlling Law Venue. This Agreement and all matters relating to it shall be governed by the laws of the State of California and any action brought relating to this Agreement shall be held exclusively in a state court in the County of Riverside.

27. Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. The City Manager is authorized to enter into an amendment or otherwise take action on behalf of the City to make the following modifications to the Agreement: (a) a name change; (b) grant extensions of time; (c) non-monetary changes in the scope of services; and/or (d) suspend or terminate the Agreement.

28. Counterparts. This Agreement may be executed in several counterparts, each of which shall constitute one and the same instrument and shall become binding upon the parties when at least one copy hereof shall have been signed by both parties hereto. In approving this Agreement, it shall not be necessary to produce or account for more than one such counterpart.

29. Entire Agreement; Incorporation; Conflict. This Agreement contains the entire understanding between the parties relating to the obligations described herein. All prior or contemporaneous understandings, agreements, representations and statements, oral or written, are superseded in total by this Agreement and shall be of no further force or effect. Contractor’s Proposal is incorporated only for the description of the scope of services and/or the schedule of performance and no other terms and conditions from such proposal shall apply to this Agreement unless specifically agreed to in writing. In the event of conflict, this Agreement shall take precedence over those contained in the Contractor’s Proposal.

30. Amendments. This Agreement may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the date first written above.
“CITY”
CITY OF LAKE ELSINORE, a municipal
corporation
“CONTRACTOR”
Amtek Construction, a Licensed General
Contractor

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City Manager
ATTEST:

City Clerk
APPROVED AS TO FORM:

City Attorney
Assistant City Manager
By: Alan Sayce
Its: President/CEO
Attachments: Exhibit A – Contractor’s Proposal

EXHIBIT A

CONTRACTOR'S PROPOSAL
[ATTACHED]

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REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Marcus Boydd, Captain
Prepared by: Shannon Buckley, Assistant City Manager
Date: January 13, 2026
Subject: Lease of an Additional 25 Automated License Plate Readers (ALPR) from Flock Group, Inc.

Recommendation
Approve and authorize the City Manager to lease an additional 25 Automated License Plate Reader Cameras from Flock Group, Inc. in an amount not to exceed $87,500 annually for two years based on the sole source purchasing process noted in LEMC Section 3.08.070 (B), and in a form as approved by the City Attorney.

Background
On February 23, 2021, the City Council approved the lease of 20 Automated License Plate Readers (ALPR) from Flock Group, Inc.

Given the camera’s ongoing success in supporting real-time investigations, recovering stolen property, and deterring crime, staff recommends expanding the City’s Automated License Plate Reader system by 25 additional cameras with Live Video.

Auto theft is a Part I crime in Riverside County with impacts across the entire County. The Riverside Auto-Theft Interdiction Detail (RAID) is responsible for pursuing organized auto theft rings. Their work includes immediate responses dictated by the perpetrators’ actions and the enforcement technics deployed by the entire task force, including surveillance, search warrants, etc. It is estimated that $1-$2 billion worth of vehicles are stolen each year in Southern California.

Auto theft not only deprives owners of the use of their vehicles but also provides criminals with a means to commit more crimes in a vehicle not belonging to them. For this reason, gang-related crimes are often committed with the use of stolen automobiles. Focusing proactive enforcement efforts on auto-theft often uncovers other criminal activity and prevents other serious crimes. (Subject Matter 1- 4 words only. Do Not add date or page numbering)

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Discussion
Police agencies have used Automated License Plate Reader (ALPR) technology to locate stolen vehicles and solve other crimes where an automobile has been used. ALPR technology has continued to evolve and become less cost-prohibitive. Traditional ALPR systems included expensive fixed camera locations or mobile devices mounted in patrol cars. The County has deployed mobile ALPRs in the past; however, these devices have reached their end of life, and most are no longer in service.

The Flock Safety ALPR equipment is solar powered and images are uploaded directly to a Cloud storage. The ALPRs are high-speed camera systems that photograph license plates, convert the numbers and letters into machine-readable text, tag them with time and location information. The Flock Safety system provides a 40 seconds alert notification and searchable database which can filter images based on license plate (partial), type of plate (in state, out of state, temporary), make, model, color, of vehicle, and identify bumper stickers and other identifying features. The ALPRs images are available 30 minutes after taken. The County of Riverside (as well as other cities within the County) utilizes Flock Group Inc. cameras and have been successful in identifying stolen vehicles but also recently solved an attempted murder as well as other crimes.

The information obtained by the ALPRs is considered “personal information” and subject to specific privacy and security requirements under applicable state law (SB 34). Sheriff’s Department will continue to have direct access to the information obtained and any data retrieved will be in the custody of the Sheriff’s Department and shall be subject to the security and privacy policies of the Sheriff’s Department.

Fiscal Impact
The police services operating budget will provide for the Flock Group, Inc. cameras for $87,500 annually for two years.

Attachments
Attachment 1 – Order Form
Attachment 2 - Amended Order Form
Attachment 3 – Sole Source

AMENDMENT
This amendment (“Amendment”) supersedes and amends the previously executed agreement between the Parties, dated 6/6/2025, relating to the provision of services by Flock Group Inc. (“Flock”) to CA - City of Lake Elsinore (“Customer”) and any schedules or exhibits attached thereto or incorporated therein by reference (the “Agreement”). The remainder of the Agreement shall remain in full force and effect. In the event of a conflict between this Amendment and the Agreement the terms of this Amendment will prevail. Any capitalized terms used in this Amendment will have the same meaning as in the Agreement, unless expressly defined otherwise.

This Amendment is effective upon execution by both Parties (the “Effective Date”).

The Agreement is amended as follows: Any applicable Flock Hardware/Software, Professional Services and/or One Time Purchases listed on the table(s) below are added into the Agreement in its entirety. Any recurring fees added to the Agreement through this Amendment will be prorated as of the Effective Date of this Amendment. Any prorated amounts provided are for recurring fees only and subject to change based on Effective Date. After the current Term, Customer shall pay the fees as set forth in the applicable product tables pursuant to payment terms indicated on the Order Form or prior Agreement.

Hardware and Software Products
Annual recurring amounts over subscription term
Item Cost Quantity Total
Flock Safety Platform $12,500.00
Flock Safety Video Products
Solar Video Camera Fixed, fka Condor Included 25 Included Professional Services and One Time Purchases
Item Cost Quantity Total
One Time Fees
Flock Safety Professional Services
Professional Services - Existing Infrastructure
Implementation Fee $0.00 25 $0.00
Annual Recurring Subtotal: $12,500.00
By executing this Amendment, Customer represents and warrants that it has read and agrees to all of the terms and conditions contained in the previously executed Agreement.

FLOCK GROUP, INC. Customer: CA - City of Lake Elsinore
By:
\FSSignature2\
By:
\FSSignature1\
Name:
\FSFullname2\
Name:
\FSFullname1\
Title:
\FSTitle2\
Title:
\FSTitle1\
Date:
\FSDateSigned2\
Date:
\FSDateSigned1\
PO Number:

Sole Source Letter for Flock Safety ALPR Cameras and Solution Flock Safety is the sole manufacturer and developer of the Flock Safety ALPR Camera. Flock Safety is also the sole provider of the comprehensive monitoring, processing, and machine vision services which integrate with the Flock Safety ALPR Camera.

The Flock Safety ALPR camera is the only Law Enforcement Grade ALPR System to offer the following combination of features:
● Machine vision to analyze vehicle license plate, state recognition, vehicle color, vehicle type, and vehicle make
● Machine vision to capture and identify characteristics of vehicles with a paper license plates and vehicles with the absence of a license plate ● Ability to capture two (2) lanes of traffic simultaneously with a single camera from a vertical mass
● Wireless deployment of license plate reading cameras with integrated cellular communication weighing less than 5lbs and able to be powered solely by a solar panel of 60W or less
● Ability to capture and process up to 30,000 vehicles per day with a single camera powered exclusively by solar power
● On device machine processing to limit LTE bandwidth consumption ● Cloud storage of footage
● Web based footage retrieval tool with filtering capabilities such as vehicle color, vehicle type, vehicle manufacturer, partial or full license plate, state of license plate, and object detection
● Privacy controls to enable certain vehicles to “opt-out” of being captured on film ● Performance monitoring software to predict potential failures, obstructions, tilts, and other critical or minor issues
● Covert industrial design for minimizing visual pollution Thank you,
Garrett Langley
CEO, Flock Safety
1170 Howell Mill Rd. NW · Suite 210, Atlanta, GA 30318

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REPORT TO SUCCESSOR AGENCY
To: Honorable Chair and Members of the Successor Agency From: Jason Simpson, Executive Director
Prepared by: Candice Alvarez, MMC, Secretary
Date: January 13, 2026
Subject: Minutes of the Regular City Council Meeting of December 9, 2025 Recommendation
Approve the Minutes.

Attachments
Attachment 1 – Draft Minutes
City of Lake Elsinore
City Council Meeting
Minutes – Draft
Brian Tisdale, Mayor
Robert E. Magee, Mayor Pro Tem
Steve Manos, Council Member
Timothy J. Sheridan, Council Member
Michael Carroll, Council Member
Jason Simpson, City Manager
Meeting Date:

December 09, 2025
Closed Session: 5:00 PM
Public Session: 7:00 PM
Cultural Center
183 N. Main Street
Lake Elsinore, CA 92530

CALL TO ORDER
The Regular Meeting of the City Council was called to order at 5:01 p.m.

ROLL CALL

Present: 5 - Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale

Absent: 0 - None

PUBLIC COMMENTS FOR CLOSED SESSION ITEMS
There were no speakers.

CLOSED SESSION
A. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Paragraph (1) of subdivision (d) of Section 54956.9)
Name of case: DS & RS Investment LLC, et al. v. City of Lake Elsinore, et al.; Riverside Superior Court Case No. CVME2402627
B. CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov’t Code Section 54956.8)
Property: APNs: 389-210-063, 389-210-067, 389-210-068, 389-220-001, 389-220-002 Agency negotiator: City Manager Simpson
Negotiating parties: City of Lake Elsinore and Mohr Affinity Under negotiation: Price and terms of payment
City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 2
C. CONFERENCE WITH LABOR NEGOTIATOR
(Gov’t Code Section 54957.6)
City negotiator: City Manager Jason Simpson; Assisant City Manager Shannon Buckley; Special Counsel Nate Kowalski
Employee organization: Lake Elsinore Chapter of Laborer’s International Union of North America, Local 777

RECONVENE/CALL TO ORDER
The Regular Meeting of the City Council reconvened and the Regular Meeting of the Successor Agency was called to order at 7:00 p.m.

PLEDGE OF ALLEGIANCE
Mayor Tisdale led the Pledge of Allegiance.

ROLL CALL

Present: 5 - Council/Agency Members Manos, Sheridan, and Carroll; Mayor Pro Tem/Vice Chair Magee; and Mayor/Chair Tisdale

Absent: 0 - None

CLOSED SESSION REPORT
Assistant City Attorney Mann reported that all three items were discussed; however, no reportable action was taken.

PRESENTATIONS/CEREMONIALS
1) Recognition of 2025 Dream Extreme Future Leaders Participants Recognize the participants of the 2025 Dream Extreme Future Leaders Program for their dedication, leadership, and successful completion of the program.

Mayor Tisdale and City Clerk Alvarez presented the Certificates to the participants. 2) Business in Action Monthly Spotlight – Lake Elsinore Honda Recognize Lake Elsinore Honda as the City of Lake Elsinore’s Business in Action Monthly Spotlight for December 2025.

Mayor Tisdale presented the Certificate to Luis Cardenas.

PUBLIC COMMENTS - NON-AGENDIZED ITEMS - 1 MINUTE
Douglas Norfolk was called to speak.

Tina Breese was called to speak.

Kim Cousins was called to speak.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 3

CITY COUNCIL CONSENT CALENDAR
A motion was made by Council Member Manos, seconded by Mayor Pro Tem Magee to approve the City Council Consent Calendar with Item No. 10 being removed for discussion. The motion carried by the following vote:

Aye: 5 Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None
3) Minutes of the Regular City Council Meeting of November 18, 2025 Approve the Minutes.

This item was approved on the City Council Consent Calendar. 4) CC Investment Report for October 2025
Receive and file the Investment Report for October 2025.

This item was approved on the City Council Consent Calendar. 5) CC Warrant Report Dated November 03, 2025 to November 09, 2025 Receive and file.

This item was approved on the City Council Consent Calendar. 6) CC Warrant Report Dated November 10, 2025 to November 16, 2025 Receive and file.

This item was approved on the City Council Consent Calendar. 7) CC Warrant Report Dated November 17, 2025 to November 23, 2025 Receive and file.

This item was approved on the City Council Consent Calendar. 8) CC Warrant Report Dated November 24, 2025 to November 30, 2025 Receive and file.

This item was approved on the City Council Consent Calendar.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 4
9) Second Reading of an Ordinance Approving Zone Change No. 2022-02 Changing the Zoning Designation from Commercial Park (C-P) and High Density Residential (HDR) to Commercial Manufacturing (C-M) for APN 371-150-017 for Planning Application No. 2021-19 (Rome Hill Commercial Project) Adopt by title only and waive further reading of AN ORDINANCE OF THE CITY

COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING ZONE CHANGE NO. 2022-02 CHANGING THE ZONING DESIGNATION FROM

COMMERCIAL PARK (C-P) AND HIGH DENSITY RESIDENTIAL (HDR) TO COMMERCIAL MANUFACTURING (C-M) FOR APN: 371-150-017.

This item was approved on the City Council Consent Calendar. 10) Community Development Block Grant (C.D.B.G.) Program for Fiscal Year 2026 - 2027 and Community Support Allocation for Fiscal Year 2025 - 2026 Adopt the Community Development Block Grant (CDBG) Program for Fiscal Year 2026-2027; approve the submittal of the City’s program to the County of Riverside and the allocation of Community Support Funds (CSF).

This item was removed from the City Council Consent Calendar for discussion. 11) Donation of 2014 Quint No. 97 Fire Truck to the Riverside County Fire Department
Approve the donation of the 2014 Quint No. 97 Fire Truck to the Riverside County Fire Department.

This item was approved on the City Council Consent Calendar. 12) Public Works Agreement with Monet Construction, Inc for Bid Set ‘A’ Concrete, Framing, Roofing, Exterior Doors, Windows, and Cement Plaster/brick, Bid Set ‘A’, on the City Library Project (CIP Project No. Z20003) Approve and authorize the City Manager to execute a Public Works Construction Agreement with Monet Construction in an amount not to exceed $3,792,541.00 for the concrete, framing, roofing, exterior doors, widows and cement plaster/brick, Bid Set ‘A’, on the new City Library Project in such final form as approved by the City Attorney; authorize the City Manager to execute change orders not to exceed the 10% contingency amount of $379,254.00; and authorize the City Clerk to record the Notice of Completion once work is completed.

This item was approved on the City Council Consent Calendar. 13) Amendment No. 3 to the Professional Services Agreement with Engineering Resources of Southern California Inc. (ERSC) for Civil Engineering Services for the New City Hall Project (CIP Project No. Z20006)
Approve and authorize the City Manager to execute Amendment No. 3 with Engineering Resources of Southern California, Inc. (ERSC) for a total not to exceed amount of $33,405 in such final form as approved by the City Attorney.

This item was approved on the City Council Consent Calendar.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 5
14) Purchase Order for Core Technology Infrastructure for the New City Hall (CIP Project No. Z20006)
Approve and authorize the City Manager to execute a purchase order with Nth Generation in an amount not to exceed $429,176.99 for Core Technology Infrastructure for the New City Hall (CIP Project No. Z20006).

This item was approved on the City Council Consent Calendar. 15) Public Works Agreement with Siepker Electric for the Electrical Bid Set “D”, on the New City Senior Housing Project (CIP Project No. Z20026) Approve and authorize the City Manager to execute a Public Works Construction Agreement with Siepker Electric in an amount not to exceed $589,926.00 for the Electrical Bid Set “D”, on the new City Senior Housing Project in such final form as approved by the City Attorney; authorize the City Manager to execute change orders not to exceed the 10% contingency amount of $58,992.60; and authorize the City Clerk to record the Notice of Completion once work is completed.

This item was approved on the City Council Consent Calendar. 16) Lake Water Quality Update and Maintenance Agreement with Moleaer for Nanobubble Barges
Approve and authorize the City Manager to execute the Contractor Services Agreement with Moleaer in an amount not to exceed $275,004 for Nanobubble Barge Maintenance in such final form as approved by the City Attorney, and authorize the City Manager to execute change orders not exceeding a 10% contingency of $27,500 for uncertainties and adjustments.

This item was approved on the City Council Consent Calendar. 17) Professional Services Agreement with T&B Planning, Inc. for Environmental Documentation for the West Nichols Logistics Center Project Approve and authorize the City Manager to execute an Agreement for Professional Services with T&B Planning, Inc. to prepare California Environmental Quality Act (CEQA) compliance documents in the amount not to exceed $256,365.00, in such final form as approved by the City Attorney.

This item was approved on the City Council Consent Calendar. 18) Memorandum of Understanding with Riverside County Transportation Commission for the Construction of the Interstate 15 Express Lane Project Southern Extension
Approve and authorize the Mayor to execute a Memorandum of Understanding with Riverside County Transportation Commission for the Construction of the Interstate 15 Express Lane Project Southern Extension.

This item was approved on the City Council Consent Calendar.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 6
19) Additional Expenditure Request for Construction Inspection Services with Elsinore Valley Municipal Water District for Camino Del Norte Sewer Extension Project, EVMWD W.O. 2025-00164-INS
Approve additional expenditure with Elsinore Valley Municipal Water District for $62,738 plus 10% contingency to provide Construction Inspection Services for the Camino Del Norte Sewer Extension Project.

This item was approved on the City Council Consent Calendar. 20) Professional Services Agreement with Transtech Engineers, Inc. to Provide Construction Engineering and Inspection Services in Support of Public Works Operations
Approve and authorize the City Manager to execute a Professional Services Agreement with Transtech Engineers, Inc. for $100,000.00 in such final form as approved by the City Attorney and authorize the City Manager to execute change orders not to exceed a 10% contingency of $10,000.00 for unanticipated costs.

This item was approved on the City Council Consent Calendar. 21) Resolution Requesting a Grant from the California State Parks Department of Boating and Waterways to Install Three Floating Restrooms Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,

CALIFORNIA, IN SUPPORT OF A GRANT FROM THE CALIFORNIA STATE PARKS

DEPARTMENT OF BOATING AND WATERWAYS FOR THE INSTALLATION OF THREE FLOATING RESTROOMS BY THE CITY AT LAKE ELSINORE.

This item was approved on the City Council Consent Calendar. 22) Award of a Public Works Construction Agreement to Andy’s Glass Company for the Design, Purchase and Installation of the Fire Glass Wall and Glass Railing Systems in the New City Hall Project (CIP Project No. Z20006) Approve and authorize the City Manager to execute a Public Works Construction Agreement with Andy’s Glass Company in an amount not to exceed $759,061.00, for the design, purchase, and installation of the fire glass wall and glass railing systems for the new City Hall Project in such final form as approved by the City Attorney:
authorize the City Manager to execute change orders not exceeding a 10% contingency amount of $75,906.10; and authorize the City Clerk to record the Notice of Completion once work is completed.

This item was approved on the City Council Consent Calendar.

ITEM REMOVED FROM THE CITY COUNCIL CONSENT CALENDAR FOR DISCUSSION 10) Community Development Block Grant (C.D.B.G.) Program for Fiscal Year 2026 - 2027 and Community Support Allocation for Fiscal Year 2025 - 2026 Adopt the Community Development Block Grant (CDBG) Program for Fiscal Year 2026-2027; approve the submittal of the City’s program to the County of Riverside and the allocation of Community Support Funds (CSF).

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 7
Ashley Brown-Mills was called to speak.

Brett Masters was called to speak.

Fiscal Officer Domenico Piazza presented the staff report.

A motion was made by Council Member Manos, seconded by Council Member Sheridan to approve staff's recommendation. The motion carried by the following vote:

Aye: 5 Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None

SUCCESSOR AGENCY CONSENT CALENDAR
A motion was made by Council Member Manos, seconded by Mayor Pro Tem Magee to approve the Successor Agency Consent Calendar. The motion carried by the following vote:

Aye: 5 Agency Members Manos, Sheridan, and Carroll; Vice Chair Magee; and Chair Tisdale
Nay: 0 None
23) Minutes of the Regular Successor Agency Meeting of November 18, 2025 Approve the Minutes.

This item was approved on the Successor Agency Consent Calendar. 24) SA Investment Report for October 2025
Receive and file the Investment Report for October 2025.

This item was approved on the Successor Agency Consent Calendar. 25) SA Warrant Report Dated November 10, 2025 to November 16, 2025 Receive and file.

This item was approved on the Successor Agency Consent Calendar. 26) SA Warrant Report Dated November 17, 2025 to November 23, 2025 Receive and file.

This item was approved on the Successor Agency Consent Calendar.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 8
27) SA Warrant Report Dated November 24, 2025 to November 30, 2025 Receive and file.

This item was approved on the Successor Agency Consent Calendar.

PUBLIC HEARINGS
28) Public Hearing and Election for Annexation Proceedings for Annexation No. 27 Into Community Facilities District No. 2015-2 (Maintenance Services) for APN 377-200-045 (Ortega BESS)

1. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, CALLING AN ELECTION TO SUBMIT TO THE

QUALIFIED ELECTORS THE QUESTION OF LEVYING A SPECIAL TAX WITHIN

THE AREA PROPOSED TO BE ANNEXED TO COMMUNITY FACILITIES DISTRICT NO. 2015-2 (MAINTENANCE SERVICES) (ANNEXATION NO. 27);

2. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, DECLARING ELECTION RESULTS FOR
COMMUNITY FACILITIES DISTRICT NO. 2015-2 (MAINTENANCE SERVICES) (ANNEXATION NO. 27); and

3. Introduced by title only and waive further reading of AN ORDINANCE AMENDING ORDINANCE NO. 2016-1359 OF THE CITY COUNCIL OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, ACTING IN ITS CAPACITY AS THE LEGISLATIVE BODY OF COMMUNITY FACILITIES DISTRICT NO. 2015-2 OF THE CITY OF

LAKE ELSINORE (MAINTENANCE SERVICES) AUTHORIZING THE LEVY OF SPECIAL TAXES.

The Public Hearing was opened at 7:35 p.m.

City Clerk Alvarez noted that no written communications were received.

There were no speakers.

The Public Hearing was closed at 7:37 p.m.

A motion was made by Council Member Manos, seconded by Council Member Sheridan to adopt the Resolution in Recommendation No. 1. The motion carried by the following vote:

Aye: 5 Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None
City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 9
A motion was made by Council Member Manos, seconded by Council Member Sheridan to adopt the Resolution in Recommendation No. 2. The motion carried by the following vote:

Aye: 5 Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None
A motion was made by Council Member Manos, seconded by Council Member Sheridan to introduce by title only and waive further reading of the Ordinance in Recommendation No. 3. The motion carried by the following vote:

Aye: 5 Council Members Manos, Sheridan, and Carroll; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None
29) Appeal of the Planning Commission's Action to Deny Planning Application No. 2016-112 (Kassab Travel Center Carwash) to Replace the Previously Approved Drive-through Restaurant with a Proposed Express Carwash Including Vacuum Spaces
Consider the appeal of the Planning Commission’s denial of Conditional Use Permit No. 2021-16 and Commercial Design Review No. 2021-21, receive public comments, and direct staff to prepare a Resolution based on the action taken by the City Council to either: (1) Uphold the Planning Commission’s Action to Deny; or (2) Reverse the Planning Commission’s Action and Approve Conditional Use Permit No. 2021-16 and Commercial Design Review No. 2021-21.

Council Member Carroll left the dais at 7:40 p.m.

The Public Hearing was opened at 7:40 p.m.

City Clerk Alvarez noted that no written communications were received.

Principal Planner Nancy Huynh presented the staff report.

Nicole Dailey, representing the applicant, presented the project.

Gary Washburn was called to speak.

Sammy Khalilieh was called to speak.

The Public Hearing was closed at 8:23 p.m.

A motion was made by Council Member Manos, seconded by Council Member Sheridan to direct staff to prepare a Resolution to reverse the Planning Commission’s action and approve Conditional Use Permit No. 2021-16 and Commercial Design Review No. 2021-21. The motion carried by the following vote:

Aye: 4 Council Members Manos and Sheridan; Mayor Pro Tem Magee; and Mayor Tisdale
Nay: 0 None

Absent: 1 Council Member Carroll
City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 10
Michael Carroll returned to the dais at 8:24 p.m.

BUSINESS ITEM
30) Annual Reorganization of the City Council to Select the Mayor/Chair and Mayor Pro Tem/Vice-Chair for 2026
Select a Mayor/Chair and Mayor Pro Tem/Vice-Chair per City Council Policy No. 200-4.

Mayor Tisdale yielded the Chair to City Clerk Alvarez.

City Clerk Alvarez opened nominations for the seat of Mayor.

Council Member Manos nominated Council Member Magee.

Mayor Magee was unanimously elected Mayor for 2026.

Mayor Magee opened nominations for the seat of Mayor Pro Tem.

Council Member Manos nominated Council Member Sheridan.

Mayor Pro Tem Sheridan was unanimously elected Mayor Pro Tem for 2026.

Mayor Magee presented a plaque to former Mayor Tisdale.

PUBLIC COMMENTS - NON-AGENDIZED ITEMS - THREE MINUTES
Nathan Garcia was called to speak.

CITY ATTORNEY COMMENTS
Assistant City Attorney Mann had no comments.

CITY MANAGER'S COMMENTS
City Manager Simpson had no comments.

CITY COUNCIL COMMENTS/REPORTS ON MEETINGS ATTENDED
Council Member Carroll congratulated Nathan Garcia and thanked staff for organizing the Future Leaders Program; shared photos from the Tree Lighting and Winterfest events; thanked the Riverside Sheriff’s Office for their work on homeless outreach; and congratulated Brian Tisdale on a successful year as Mayor in 2025 and wished Mayor Magee a successful year as Mayor in 2026.

Mayor Pro Tem Sheridan congratulated Brian Tisdale on a successful year as Mayor in 2025, Kimberly Davidson on her appointment as the Chamber of Commerce’s next President, and Tina Breese on her appointment as the new President of the Downtown Merchants’ Association; spoke on the success of the Winterfest event; congratulated Nathan Garcia on being selected as a Student of the Month; thanked Riverside Transit Agency for participating in the Winterfest parade and reported on his attendance at the meeting on November 20, 2025; shared his attendance at the Animal Friends of the Valleys’ Wines for Canines and Kitties Gala on November 22, 2025; shared information on the Summerhill Median Project; and noted road maintenance operations on the I-15 in Lake Elsinore.

City Council Minutes - Draft December 09, 2025
City of Lake Elsinore Page 11
Council Member Manos congratulated Council Member Tisdale on a successful year as Mayor, Mayor Pro Tem Sheridan for being selected as Mayor Pro Tem for 2026, and Mayor Magee for being selected as Mayor for 2026; reported on his attendance at the Southern California Association of Governments Regional Council meeting on December 4, 2025; spoke on the Lake water quality; and congratulated staff on the success of the Winterfest event.

Council Member Tisdale recognized Nathan Garcia for his participation in the Future Leaders program; announced the retirement of Fire Chief Weiser and noted Robert Fish’s appointment as the new Fire Chief for Riverside County; invited the community to participate in the Santa Dash at 7:00 a.m. on Saturday, December 20, 2025 at the Lake Elsinore Levee; thanked City Staff and community partners for a successful Winterfest event; and reminded the community to remain prepared for natural disasters.

Mayor Magee spoke on the City’s adoption of the MOU with the Riverside County Transportation Commission; shared tips on keeping pets safe this winter; spoke on bow fishing in Lake Elsinore and requested an ordinance prohibiting bow fishing and similar activities in the City; and invited the community to attend the San Diego Chapter Autocross event on December 13, 2025 at Diamond Stadium.

ADJOURNMENT
The Lake Elsinore City Council adjourned at 9:01 p.m. to the next Regular meeting of Tuesday, January 13, 2026 in the Cultural Center located at 183 N. Main Street. Closed Session will commence at 5:00 p.m. or such later time as noticed on the Agenda, and the regular Open Session business meeting will commence at 7:00 p.m.

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Lake Elsinore City CouncilJanuary 13, 2026

Lake Elsinore City Council
January 13, 2026