Attachment 9 - Environmental Assessment — Coronado City Council, April 9, 2024 (part 4 of 4)

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 713 1485 - - 1399 - - 595
HCM Lane V/C Ratio 0.219 0.005 - - 0.013 - - 0.056
HCM Control Delay (s) 11.5 7.4 0 - 7.6 0 - 11.4
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.8 0 - - 0 - - 0.2
Attachment 9
HCM 6th TWSC Long-Term 2050 + Project PM
3: A Ave & 2nd St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 3
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 150 25 15 175 111 10 10 5 40 50 24 Future Vol, veh/h 18 150 25 15 175 111 10 10 5 40 50 24 Conflicting Peds, #/hr 49 0 55 55 0 49 10 0 10 10 0 10
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 69 69 69 90 90 90 71 71 71 76 76 76
Heavy Vehicles, % 3 33333333333
Mvmt Flow 26 217 36 17 194 123 14 14 7 53 66 32
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 366 0 0 308 0 0 691 742 300 647 699 315 Stage 1 - - - - - - 342 342 - 339 339 -
Stage 2 - - - - - - 349 400 - 308 360 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.13 5.53 -
Critical Hdwy Stg 2 - ----- 6.13 5.53 - 6.13 5.53 -
Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1187 - - 1247 - - 358 342 737 383 363 723 Stage 1 - - - - - - 671 636 - 673 638 -
Stage 2 - - - - - - 665 600 - 700 625 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1132 - - 1182 - - 260 295 692 333 313 683 Mov Cap-2 Maneuver - - - - - - 260 295 - 333 313 -
Stage 1 - - - - - - 619 586 - 625 597 -
Stage 2 - - - - - - 549 562 - 652 576 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 0.4 17.9 21.8

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 314 1132 - - 1182 - - 362
HCM Lane V/C Ratio 0.112 0.023 - - 0.014 - - 0.414
HCM Control Delay (s) 17.9 8.3 0 - 8.1 0 - 21.8
HCM Lane LOS C A A - A A - C
HCM 95th %tile Q(veh) 0.4 0.1 - - 0 - - 2
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 4: Orange Ave & Third St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 959 674 80 44 263 0 0 623 15 Future Volume (veh/h) 0 0 0 959 674 80 44 263 0 0 623 15 Initial Q (Qb), veh 40 75 0 0 0 0 0 60 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.88
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 1125 525 83 51 306 0 0 724 17
Peak Hour Factor 0.96 0.96 0.96 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 333330033
Cap, veh/h 1906 1740 216 66 1261 0 0 1017 10
Arrive On Green 0.55 0.55 0.55 0.04 0.34 0.00 0.00 0.25 0.25 Sat Flow, veh/h 3534 3116 490 1767 3618 0 0 3601 82
Grp Volume(v), veh/h 1125 312 296 51 306 0 0 364 377
Grp Sat Flow(s),veh/h/ln 1767 1856 1750 1767 1763 0 0 1763 1828 Q Serve(g_s), s 22.7 9.8 9.9 3.1 6.7 0.0 0.0 21.0 21.0
Cycle Q Clear(g_c), s 22.7 9.8 9.9 3.1 6.7 0.0 0.0 21.0 21.0 Prop In Lane 1.00 0.28 1.00 0.00 0.00 0.05
Lane Grp Cap(c), veh/h 1906 1001 954 66 1261 0 0 501 520 V/C Ratio(X) 0.59 0.31 0.31 0.78 0.24 0.00 0.00 0.73 0.73 Avail Cap(c_a), veh/h 1936 1017 959 153 1609 0 0 558 579 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 16.7 16.7 52.8 25.0 0.0 0.0 39.9 39.8 Incr Delay (d2), s/veh 1.4 0.8 0.8 17.6 0.1 0.0 0.0 4.2 4.0 Initial Q Delay(d3),s/veh 7.7 14.7 16.1 0.0 0.0 0.0 0.0 93.9 87.5 %ile BackOfQ(50%),veh/ln 14.9 13.3 13.3 1.7 2.9 0.0 0.0 27.0 26.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.0 32.2 33.6 70.4 25.1 0.0 0.0 138.0 131.4 LnGrp LOS C C C E C A A F F
Approach Vol, veh/h 1733 357 741
Approach Delay, s/veh 29.7 31.5 134.6
Approach LOS C C F
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 9.7 32.7 64.9 42.4
Change Period (Y+Rc), s * 5.7 6.1 6.1 6.1
Max Green Setting (Gmax), s * 9.3 34.0 58.8 49.0
Max Q Clear Time (g_c+I1), s 5.1 23.0 24.7 8.7
Green Ext Time (p_c), s 0.0 3.7 11.4 2.3
Intersection Summary
HCM 6th Ctrl Delay 57.4
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th AWSC Long-Term 2050 + Project PM
5: Glorietta Blvd & Third St/Mullinix Dr 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 5
Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 5 10 30 60 30 50 218 50 70 50 20
Future Vol, veh/h 5 5 10 30 60 30 50 218 50 70 50 20
Peak Hour Factor 0.92 0.92 0.92 0.56 0.56 0.56 0.91 0.91 0.91 0.57 0.57 0.57 Heavy Vehicles, % 3 33333333333
Mvmt Flow 5 5 11 54 107 54 55 240 55 123 88 35
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.8 10.9 12.2 10.8

HCM LOS A B B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 16% 25% 25% 50%
Vol Thru, % 69% 25% 50% 36%
Vol Right, % 16% 50% 25% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 318 20 120 140
LT Vol 50 5 30 70
Through Vol 218 5 60 50
RT Vol 50 10 30 20
Lane Flow Rate 349 22 214 246
Geometry Grp 1111
Degree of Util (X) 0.468 0.034 0.32 0.342
Departure Headway (Hd) 4.819 5.595 5.373 5.119
Convergence, Y/N Yes Yes Yes Yes
Cap 737 643 673 707
Service Time 2.915 3.603 3.373 3.119
HCM Lane V/C Ratio 0.474 0.034 0.318 0.348
HCM Control Delay 12.2 8.8 10.9 10.8
HCM Lane LOS BABB
HCM 95th-tile Q 2.5 0.1 1.4 1.5
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 6: Alameda Blvd & Mc Cain Blvd/4th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 1324 124 0 0 0 0 111 94 200 287 0 Future Volume (veh/h) 30 1324 124 0 0 0 0 111 94 200 287 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 36 1576 148 0 144 122 241 346 0
Peak Hour Factor 0.84 0.84 0.84 0.77 0.77 0.77 0.83 0.83 0.83 Percent Heavy Veh, % 3 3 3 033330
Cap, veh/h 39 1816 176 0 186 158 281 834 0
Arrive On Green 0.38 0.38 0.38 0.00 0.21 0.21 0.16 0.45 0.00 Sat Flow, veh/h 102 4725 459 0 903 765 1767 1856 0
Grp Volume(v), veh/h 654 543 563 0 0 266 241 346 0
Grp Sat Flow(s),veh/h/ln1850 1689 1747 0 0 1668 1767 1856 0 Q Serve(g_s), s 22.8 19.8 19.9 0.0 0.0 10.2 9.0 8.6 0.0 Cycle Q Clear(g_c), s 22.8 19.8 19.9 0.0 0.0 10.2 9.0 8.6 0.0 Prop In Lane 0.06 0.26 0.00 0.46 1.00 0.00
Lane Grp Cap(c), veh/h 711 649 671 0 0 344 281 834 0
V/C Ratio(X) 0.92 0.84 0.84 0.00 0.00 0.77 0.86 0.42 0.00 Avail Cap(c_a), veh/h 711 649 671 0 0 518 281 1027 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.9 19.0 19.0 0.0 0.0 25.5 27.8 12.7 0.0 Incr Delay (d2), s/veh 19.0 12.2 12.0 0.0 0.0 4.1 22.2 0.3 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/ln12.8 9.4 9.7 0.0 0.0 4.3 5.4 3.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.9 31.1 31.0 0.0 0.0 29.5 50.0 13.0 0.0 LnGrp LOS D C C A A C D B A
Approach Vol, veh/h 1760 266 587
Approach Delay, s/veh 34.0 29.5 28.2
Approach LOS C C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s16.5 19.6 31.8 36.1
Change Period (Y+Rc), s* 5.7 5.6 * 5.7 5.6
Max Green Setting (Gmax), s* 11 21.1 * 26 37.6
Max Q Clear Time (g_c+I1), s11.0 12.2 24.8 10.6
Green Ext Time (p_c), s 0.0 1.1 1.1 2.3
Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 7: Orange Ave & 4th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 28 1864 36 0 0 0 0 259 63 461 1140 0 Future Volume (veh/h) 28 1864 36 0 0 0 0 259 63 461 1140 0 Initial Q (Qb), veh 0 50 0 0 0 0 10 65 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.89 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 31 2048 40 0 276 67 501 1239 0
Peak Hour Factor 0.91 0.91 0.91 0.94 0.94 0.94 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 033330
Cap, veh/h 25 2595 767 0 775 292 599 1537 0
Arrive On Green 0.51 0.51 0.51 0.00 0.21 0.21 0.17 0.41 0.00 Sat Flow, veh/h 73 5156 1537 0 3711 1400 3428 3618 0
Grp Volume(v), veh/h 782 1297 40 0 276 67 501 1239 0
Grp Sat Flow(s),veh/h/ln1852 1689 1537 0 1856 1400 1714 1763 0 Q Serve(g_s), s 49.7 42.4 1.8 0.0 8.8 5.5 19.8 44.4 0.0 Cycle Q Clear(g_c), s 49.7 42.4 1.8 0.0 8.8 5.5 19.8 44.4 0.0 Prop In Lane 0.04 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 923 1694 767 0 775 292 599 1537 0 V/C Ratio(X) 0.85 0.77 0.05 0.00 0.36 0.23 0.84 0.81 0.00 Avail Cap(c_a), veh/h 1043 1902 866 0 897 338 804 1798 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.4 32.3 19.2 0.0 50.4 49.0 57.8 43.3 0.0 Incr Delay (d2), s/veh 6.0 1.7 0.0 0.0 0.3 0.4 5.8 2.4 0.0 Initial Q Delay(d3),s/veh 15.4 11.9 0.0 0.0 0.0 0.0 12.3 66.5 0.0 %ile BackOfQ(50%),veh/ln34.8 26.1 0.7 0.0 4.5 2.1 11.2 43.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.8 45.9 19.3 0.0 50.7 49.4 76.0 112.2 0.0 LnGrp LOS E D B A D D E F A
Approach Vol, veh/h 2119 343 1740
Approach Delay, s/veh 49.4 50.4 101.8
Approach LOS D D F
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s27.9 34.0 76.8 61.9
Change Period (Y+Rc), s* 4.7 5.1 6.1 5.1
Max Green Setting (Gmax), s* 33 33.5 78.1 70.7
Max Q Clear Time (g_c+I1), s21.8 10.8 51.7 46.4
Green Ext Time (p_c), s 1.4 2.0 19.0 10.4
Intersection Summary
HCM 6th Ctrl Delay 71.2
HCM 6th LOS E
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th AWSC Long-Term 2050 + Project PM
8: Alameda Blvd & 6th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 8
Intersection
Intersection Delay, s/veh14.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 56 38 25 10 45 10 15 120 10 52 282 77 Future Vol, veh/h 56 38 25 10 45 10 15 120 10 52 282 77 Peak Hour Factor 0.72 0.72 0.72 0.55 0.55 0.55 0.72 0.72 0.72 0.85 0.85 0.85 Heavy Vehicles, % 3 33333333333
Mvmt Flow 78 53 35 18 82 18 21 167 14 61 332 91
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 11.2 10.6 11 18.1

HCM LOS B B B C

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 10% 47% 15% 13%
Vol Thru, % 83% 32% 69% 69%
Vol Right, % 7% 21% 15% 19%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 145 119 65 411
LT Vol 15 56 10 52
Through Vol 120 38 45 282
RT Vol 10 25 10 77
Lane Flow Rate 201 165 118 484
Geometry Grp 1111
Degree of Util (X) 0.308 0.273 0.197 0.677
Departure Headway (Hd) 5.501 5.94 6.015 5.043
Convergence, Y/N Yes Yes Yes Yes
Cap 650 603 594 716
Service Time 3.552 3.994 4.075 3.083
HCM Lane V/C Ratio 0.309 0.274 0.199 0.676
HCM Control Delay 11 11.2 10.6 18.1
HCM Lane LOS B B B C
HCM 95th-tile Q 1.3 1.1 0.7 5.3
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 9: Orange Ave & 6th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 121 47 11 41 27 60 351 11 37 928 50 Future Volume (veh/h) 90 121 47 11 41 27 60 351 11 37 928 50 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.98 0.94 0.98 0.95 1.00 0.91 1.00 0.88 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 120 161 63 15 55 36 70 408 13 40 1009 54 Peak Hour Factor 0.75 0.75 0.75 0.74 0.74 0.74 0.86 0.86 0.86 0.92 0.92 0.92 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 254 324 113 114 374 220 96 1202 38 69 1117 60 Arrive On Green 0.40 0.40 0.40 0.40 0.40 0.40 0.05 0.35 0.35 0.04 0.33 0.33 Sat Flow, veh/h 460 819 287 136 946 557 1767 3475 110 1767 3377 181 Grp Volume(v), veh/h 344 0 0 106 0 0 70 206 215 40 527 536 Grp Sat Flow(s),veh/h/ln1566 0 0 1639 0 0 1767 1763 1823 1767 1763 1795 Q Serve(g_s), s 7.4 0.0 0.0 0.0 0.0 0.0 2.6 5.9 5.9 1.5 19.3 19.3 Cycle Q Clear(g_c), s 11.1 0.0 0.0 2.7 0.0 0.0 2.6 5.9 5.9 1.5 19.3 19.3 Prop In Lane 0.35 0.18 0.14 0.34 1.00 0.06 1.00 0.10
Lane Grp Cap(c), veh/h 690 0 0 708 0 0 96 610 630 69 583 594 V/C Ratio(X) 0.50 0.00 0.00 0.15 0.00 0.00 0.73 0.34 0.34 0.58 0.90 0.90 Avail Cap(c_a), veh/h 922 0 0 947 0 0 133 610 630 159 599 609 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 0.0 0.0 13.2 0.0 0.0 31.6 16.4 16.4 32.0 21.6 21.6 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.1 0.0 0.0 12.1 0.3 0.3 7.5 16.8 16.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.8 0.0 0.0 1.0 0.0 0.0 1.4 2.3 2.4 0.8 10.0 10.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.2 0.0 0.0 13.3 0.0 0.0 43.6 16.7 16.7 39.5 38.5 38.3 LnGrp LOS B AABAADBBDDD
Approach Vol, veh/h 344 106 491 1103
Approach Delay, s/veh 16.2 13.3 20.6 38.4
Approach LOS B B C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.3 28.5 31.9 8.4 27.5 31.9
Change Period (Y+Rc), s* 4.7 5.1 5.1 * 4.7 5.1 5.1
Max Green Setting (Gmax), s* 6.1 22.0 37.0 * 5.1 23.0 37.0 Max Q Clear Time (g_c+I1), s3.5 7.9 13.1 4.6 21.3 4.7
Green Ext Time (p_c), s 0.0 2.1 2.3 0.0 1.1 0.6
Intersection Summary
HCM 6th Ctrl Delay 29.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 10: Orange Ave & 8th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 71 21 11 30 24 50 267 11 40 897 67 Future Volume (veh/h) 71 71 21 11 30 24 50 267 11 40 897 67 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.96 0.93 0.96 0.93 1.00 0.92 1.00 0.79 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 86 86 25 13 36 29 53 281 12 42 934 70 Peak Hour Factor 0.83 0.83 0.83 0.84 0.84 0.84 0.95 0.95 0.95 0.96 0.96 0.96 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 325 308 81 136 347 248 83 1096 47 72 1018 76 Arrive On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.05 0.32 0.32 0.04 0.31 0.31 Sat Flow, veh/h 594 741 194 174 836 598 1767 3431 146 1767 3252 244 Grp Volume(v), veh/h 197 0 0 78 0 0 53 144 149 42 506 498 Grp Sat Flow(s),veh/h/ln1528 0 0 1608 0 0 1767 1763 1814 1767 1763 1733 Q Serve(g_s), s 2.7 0.0 0.0 0.0 0.0 0.0 2.0 4.0 4.1 1.5 18.4 18.4 Cycle Q Clear(g_c), s 5.3 0.0 0.0 1.9 0.0 0.0 2.0 4.0 4.1 1.5 18.4 18.4 Prop In Lane 0.44 0.13 0.17 0.37 1.00 0.08 1.00 0.14
Lane Grp Cap(c), veh/h 713 0 0 731 0 0 83 563 580 72 552 543 V/C Ratio(X) 0.28 0.00 0.00 0.11 0.00 0.00 0.64 0.25 0.26 0.59 0.92 0.92 Avail Cap(c_a), veh/h 859 0 0 883 0 0 136 563 580 163 558 549 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.8 0.0 0.0 11.9 0.0 0.0 31.1 16.7 16.7 31.3 21.9 22.0 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.1 0.0 0.0 7.9 0.2 0.2 7.4 20.0 20.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 0.0 0.7 0.0 0.0 1.0 1.5 1.6 0.8 10.0 9.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.0 0.0 0.0 12.0 0.0 0.0 38.9 17.0 17.0 38.6 42.0 42.2 LnGrp LOS B AABAADBBDDD
Approach Vol, veh/h 197 78 346 1046
Approach Delay, s/veh 13.0 12.0 20.3 42.0
Approach LOS B B C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.4 26.3 32.6 7.8 25.9 32.6
Change Period (Y+Rc), s* 4.7 5.1 5.1 * 4.7 5.1 5.1
Max Green Setting (Gmax), s* 6.1 20.0 34.0 * 5.1 21.0 34.0 Max Q Clear Time (g_c+I1), s3.5 6.1 7.3 4.0 20.4 3.9
Green Ext Time (p_c), s 0.0 1.4 1.2 0.0 0.4 0.4
Intersection Summary
HCM 6th Ctrl Delay 32.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 11: Orange Ave & 10th St 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 90 110 32 50 34 50 244 23 59 804 44 Future Volume (veh/h) 71 90 110 32 50 34 50 244 23 59 804 44 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.83 1.00 0.87 1.00 0.84 1.00 0.64 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 89 112 138 34 53 36 59 287 27 67 914 50 Peak Hour Factor 0.80 0.80 0.80 0.94 0.94 0.94 0.85 0.85 0.85 0.88 0.88 0.88 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 113 285 351 52 375 255 76 1018 94 86 1065 58 Arrive On Green 0.06 0.42 0.42 0.03 0.39 0.39 0.04 0.32 0.32 0.05 0.32 0.32 Sat Flow, veh/h 1767 676 833 1767 967 657 1767 3202 296 1767 3286 180 Grp Volume(v), veh/h 89 0 250 34 0 89 59 156 158 67 490 474 Grp Sat Flow(s),veh/h/ln1767 0 1510 1767 0 1624 1767 1763 1736 1767 1763 1703 Q Serve(g_s), s 5.4 0.0 12.4 2.1 0.0 3.8 3.6 7.1 7.4 4.0 28.1 28.1 Cycle Q Clear(g_c), s 5.4 0.0 12.4 2.1 0.0 3.8 3.6 7.1 7.4 4.0 28.1 28.1 Prop In Lane 1.00 0.55 1.00 0.40 1.00 0.17 1.00 0.11
Lane Grp Cap(c), veh/h 113 0 637 52 0 629 76 561 552 86 571 552 V/C Ratio(X) 0.79 0.00 0.39 0.65 0.00 0.14 0.78 0.28 0.29 0.78 0.86 0.86 Avail Cap(c_a), veh/h 159 0 637 110 0 632 120 628 618 169 677 654 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.8 0.0 21.6 51.8 0.0 21.4 51.1 27.5 27.6 50.7 34.1 34.1 Incr Delay (d2), s/veh 15.9 0.0 0.4 12.7 0.0 0.1 15.6 0.3 0.3 13.8 9.5 9.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.9 0.0 4.5 1.1 0.0 1.5 1.9 3.0 3.1 2.1 13.3 12.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.7 0.0 22.0 64.5 0.0 21.5 66.7 27.8 27.9 64.5 43.6 43.9 LnGrp LOS E A C E A C E C C E D D
Approach Vol, veh/h 339 123 373 1031
Approach Delay, s/veh 33.5 33.4 34.0 45.1
Approach LOS CCCD
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s10.0 39.4 7.9 50.6 9.3 40.0 11.6 46.9 Change Period (Y+Rc), s* 4.7 5.1 * 4.7 5.1 * 4.7 5.1 * 4.7 5.1 Max Green Setting (Gmax), s* 10 38.4 * 6.7 45.0 * 7.3 41.4 * 9.7 42.0 Max Q Clear Time (g_c+I1), s6.0 9.4 4.1 14.4 5.6 30.1 7.4 5.8 Green Ext Time (p_c), s 0.0 1.9 0.0 1.9 0.0 4.8 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 40.0
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th TWSC Long-Term 2050 + Project PM
12: Glorietta Blvd & Pomona Ave 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 12
Intersection
Int Delay, s/veh 7.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 424 180 50 5 5 232
Future Vol, veh/h 424 180 50 5 5 232
Conflicting Peds, #/hr 21 0 0 21 10 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 90 90 75 75 84 84
Heavy Vehicles, % 3 33333
Mvmt Flow 471 200 67 7 6 276
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 95 0 - 0 1244 92
Stage 1 - - - - 92 -
Stage 2 - - - - 1152 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1493 - - - 191 963
Stage 1 - - - - 929 -
Stage 2 - - - - 300 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1463 - - - 117 944
Mov Cap-2 Maneuver - - - - 117 -
Stage 1 - - - - 581 -
Stage 2 - - - - 294 -
Approach EB WB SB
HCM Control Delay, s 6.1 0 11.7

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1463 - - - 821
HCM Lane V/C Ratio 0.322 - - - 0.344
HCM Control Delay (s) 8.6 0 - - 11.7
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 1.4 - - - 1.5
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 13: Orange Ave & Rh Dana Pl/Adella Ave 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 120 430 40 25 20 150 173 15 45 829 103 Future Volume (veh/h) 100 120 430 40 25 20 150 173 15 45 829 103 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.90 0.69 0.96 0.81 1.00 0.84 1.00 0.63 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 125 150 538 66 41 33 183 211 18 55 1011 126 Peak Hour Factor 0.80 0.80 0.80 0.61 0.61 0.61 0.82 0.82 0.82 0.82 0.82 0.82 Percent Heavy Veh, % 333333333333
Cap, veh/h 251 277 738 135 81 55 208 1494 125 71 1128 140 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.12 0.46 0.46 0.04 0.38 0.38 Sat Flow, veh/h 548 711 1898 250 208 141 1767 3238 271 1767 2939 365 Grp Volume(v), veh/h 275 0 538 140 0 0 183 113 116 55 605 532 Grp Sat Flow(s),veh/h/ln 1260 0 949 600 0 0 1767 1763 1747 1767 1763 1541 Q Serve(g_s), s 0.0 0.0 33.6 13.5 0.0 0.0 14.1 5.1 5.3 4.3 44.7 45.1 Cycle Q Clear(g_c), s 25.4 0.0 33.6 39.0 0.0 0.0 14.1 5.1 5.3 4.3 44.7 45.1 Prop In Lane 0.45 1.00 0.47 0.24 1.00 0.16 1.00 0.24
Lane Grp Cap(c), veh/h 528 0 738 271 0 0 208 813 806 71 676 592 V/C Ratio(X) 0.52 0.00 0.73 0.52 0.00 0.00 0.88 0.14 0.14 0.78 0.89 0.90 Avail Cap(c_a), veh/h 531 0 742 274 0 0 271 888 880 135 752 657 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 0.0 36.2 43.1 0.0 0.0 60.3 21.5 21.6 66.0 40.1 40.2 Incr Delay (d2), s/veh 0.9 0.0 3.6 1.6 0.0 0.0 22.0 0.1 0.1 16.5 12.4 14.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 0.0 8.1 4.5 0.0 0.0 7.6 2.2 2.2 2.3 21.6 19.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.2 0.0 39.8 44.8 0.0 0.0 82.3 21.6 21.6 82.6 52.6 54.7 LnGrp LOS C A D D A A F C C F D D
Approach Vol, veh/h 813 140 412 1192
Approach Delay, s/veh 37.9 44.8 48.5 54.9
Approach LOS DDDD
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.3 69.5 59.1 21.0 58.7 59.1
Change Period (Y+Rc), s * 4.7 5.4 5.1 * 4.7 5.4 5.1
Max Green Setting (Gmax), s * 11 69.9 54.3 * 21 59.2 54.3 Max Q Clear Time (g_c+I1), s 6.3 7.3 35.6 16.1 47.1 41.0 Green Ext Time (p_c), s 0.0 1.5 5.1 0.2 6.2 0.8
Intersection Summary
HCM 6th Ctrl Delay 47.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 14: Orange Ave & Pomona Ave 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 14
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 222 10 323 604 0 1089
Future Volume (veh/h) 222 10 323 604 0 1089
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 0.95 0.97 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 0 1856
Adj Flow Rate, veh/h 278 12 347 649 0 1159
Peak Hour Factor 0.80 0.80 0.93 0.93 0.94 0.94
Percent Heavy Veh, % 3 33303
Cap, veh/h 351 15 1227 1059 0 2453
Arrive On Green 0.21 0.21 1.00 1.00 0.00 0.70
Sat Flow, veh/h 1676 72 1856 1522 0 3711
Grp Volume(v), veh/h 291 0 347 649 0 1159
Grp Sat Flow(s),veh/h/ln1754 0 1763 1522 0 1763
Q Serve(g_s), s 17.3 0.0 0.0 0.0 0.0 16.4
Cycle Q Clear(g_c), s 17.3 0.0 0.0 0.0 0.0 16.4
Prop In Lane 0.96 0.04 1.00 0.00
Lane Grp Cap(c), veh/h 368 0 1227 1059 0 2453
V/C Ratio(X) 0.79 0.00 0.28 0.61 0.00 0.47
Avail Cap(c_a), veh/h 494 0 1227 1059 0 2453
HCM Platoon Ratio 1.00 1.00 1.67 1.67 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.95 0.95 0.00 0.53
Uniform Delay (d), s/veh 41.2 0.0 0.0 0.0 0.0 7.6
Incr Delay (d2), s/veh 6.2 0.0 0.5 2.5 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln8.1 0.0 0.2 0.7 0.0 5.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.4 0.0 0.5 2.5 0.0 7.7
LnGrp LOS D AAAAA
Approach Vol, veh/h 291 996 1159
Approach Delay, s/veh 47.4 1.8 7.7
Approach LOS D A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 81.9 81.9 28.1
Change Period (Y+Rc), s 5.4 5.4 5.0
Max Green Setting (Gmax), s 41.6 21.6 31.0
Max Q Clear Time (g_c+I1), s 2.0 18.4 19.3
Green Ext Time (p_c), s 9.3 2.2 0.7
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Attachment 9
HCM Signalized Intersection Capacity Analysis Long-Term 2050 + Project PM 15: Silver Strand Blvd/Orange Ave & Avenida Del Sol 12/12/2023 Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 80 0 30 0 0 5 10 817 20 0 1201 90
Future Volume (vph) 80 0 30 0 0 5 10 817 20 0 1201 90
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.7 4.7 5.8 5.8 5.8
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.96 1.00 1.00 1.00 1.00 0.90
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.92 0.86 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.98 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1665 1511 1596 1752 3489 3505 1409
Flt Permitted 0.95 0.98 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1665 1511 1596 1752 3489 3505 1409
Peak-hour factor, PHF 0.77 0.77 0.77 0.38 0.38 0.38 0.90 0.90 0.90 0.95 0.95 0.95 Adj. Flow (vph) 104 0 39 0 0 13 11 908 22 0 1264 95
RTOR Reduction (vph) 0 61 0 0 0 12 0 1 0 0 0 17
Lane Group Flow (vph) 74 8 0 0 0 1 11 929 0 0 1264 78
Confl. Peds. (#/hr) 39 37 10 37
Confl. Bikes (#/hr) 10 10 10
Turn Type Perm NA Perm Prot NA NA Perm
Protected Phases 4 5 2 6
Permitted Phases 4 8 6
Actuated Green, G (s) 13.3 13.3 12.6 1.8 86.9 80.4 80.4 Effective Green, g (s) 13.3 13.3 12.6 1.8 86.9 80.4 80.4 Actuated g/C Ratio 0.12 0.12 0.11 0.02 0.79 0.73 0.73
Clearance Time (s) 4.0 4.0 4.7 4.7 5.8 5.8 5.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 201 182 182 28 2756 2561 1029
v/s Ratio Prot 0.01 c0.27 c0.36
v/s Ratio Perm c0.04 0.01 0.00 0.06
v/c Ratio 0.37 0.05 0.01 0.39 0.34 0.49 0.08
Uniform Delay, d1 44.5 42.7 43.2 53.6 3.3 6.2 4.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 2.67 2.27
Incremental Delay, d2 1.1 0.1 0.0 8.9 0.3 0.0 0.0
Delay (s) 45.6 42.8 43.2 62.4 3.6 16.7 9.6
Level of Service D D D E A B A
Approach Delay (s) 44.3 43.2 4.3 16.2
Approach LOS D D A B
Intersection Summary
HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.48
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 16: Silver Strand Blvd & Avenida De Las Arenas 12/12/2023 Coronado Housing Element Synchro 11 Report
3-23-3827 Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 10 50 30 10 10 30 757 60 50 1261 70 Future Volume (veh/h) 70 10 50 30 10 10 30 757 60 50 1261 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.92 0.92 0.95 0.92 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 94 0 61 35 12 12 36 901 71 53 1341 74 Peak Hour Factor 0.82 0.82 0.82 0.85 0.85 0.85 0.84 0.84 0.84 0.94 0.94 0.94 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 600 0 282 191 65 56 46 2185 172 68 2293 126
Arrive On Green 0.19 0.00 0.19 0.19 0.19 0.19 0.05 1.00 1.00 0.04 0.68 0.68 Sat Flow, veh/h 2545 0 1453 788 336 287 1767 3292 259 1767 3391 187 Grp Volume(v), veh/h 94 0 61 59 0 0 36 482 490 53 696 719 Grp Sat Flow(s),veh/h/ln1273 0 1453 1411 0 0 1767 1763 1789 1767 1763 1815 Q Serve(g_s), s 0.0 0.0 5.3 3.6 0.0 0.0 3.0 0.0 0.0 4.5 31.7 31.9 Cycle Q Clear(g_c), s 4.1 0.0 5.3 5.0 0.0 0.0 3.0 0.0 0.0 4.5 31.7 31.9 Prop In Lane 1.00 1.00 0.59 0.20 1.00 0.15 1.00 0.10
Lane Grp Cap(c), veh/h 600 0 282 312 0 0 46 1170 1187 68 1192 1227 V/C Ratio(X) 0.16 0.00 0.22 0.19 0.00 0.00 0.78 0.41 0.41 0.78 0.58 0.59 Avail Cap(c_a), veh/h 733 0 358 385 0 0 121 1170 1187 145 1192 1227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.46 0.46 0.46 0.89 0.89 0.89 Uniform Delay (d), s/veh 50.4 0.0 50.9 50.6 0.0 0.0 70.7 0.0 0.0 71.5 13.0 13.0 Incr Delay (d2), s/veh 0.1 0.0 0.4 0.3 0.0 0.0 12.3 0.5 0.5 15.5 1.9 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 0.0 2.0 1.9 0.0 0.0 1.5 0.2 0.2 2.3 12.0 12.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.5 0.0 51.3 50.9 0.0 0.0 83.0 0.5 0.5 86.9 14.9 14.9 LnGrp LOS D A D D A A F A A F B B
Approach Vol, veh/h 155 59 1008 1468
Approach Delay, s/veh 50.8 50.9 3.4 17.5
Approach LOS D D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s10.5 105.3 34.2 8.6 107.2 34.2
Change Period (Y+Rc), s* 4.7 5.8 5.1 * 4.7 5.8 5.1
Max Green Setting (Gmax), s* 12 85.2 36.9 * 10 87.2 36.9 Max Q Clear Time (g_c+I1), s6.5 2.0 7.3 5.0 33.9 7.0
Green Ext Time (p_c), s 0.0 6.9 0.6 0.0 12.7 0.3
Intersection Summary
HCM 6th Ctrl Delay 14.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 17: Silver Strand Blvd & Rendova Rd 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 17
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 5 0 911 5 15 1531
Future Volume (veh/h) 5 0 911 5 15 1531
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 0.97 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 1780 3 1012 6 17 1780
Peak Hour Factor 0.89 0.89 0.90 0.90 0.86 0.86
Percent Heavy Veh, % 3 33333
Cap, veh/h 9999 9999 2729 1180 74 2988
Arrive On Green 0.08 0.08 1.00 1.00 0.08 1.00
Sat Flow, veh/h1881189646336550425264128 3618 1524 1767 3618 Grp Volume(v), veh/h 1780 3 1012 6 17 1780
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1524 1767 1763
Q Serve(g_s), s 0.0 0.0 0.0 0.0 1.3 0.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 1.3 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h15014816972843932487680 2729 1180 74 2988 V/C Ratio(X) 0.00 0.00 0.37 0.01 0.23 0.60
Avail Cap(c_a), veh/h438944235520128432570368 2729 1180 74 2988 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.93 0.93 0.82 0.82
Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 66.4 0.0
Incr Delay (d2), s/veh 0.0 0.0 0.4 0.0 5.8 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.0 0.0 0.1 0.0 0.7 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 0.4 0.0 72.2 0.3
LnGrp LOS A AAAEA
Approach Vol, veh/h 1783 1018 1797
Approach Delay, s/veh 0.0 0.4 0.9
Approach LOS A A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s11.0 121.9 132.9 17.1
Change Period (Y+Rc), s* 4.7 5.8 5.8 5.1
Max Green Setting (Gmax), s* 6.3 93.1 104.1 35.0
Max Q Clear Time (g_c+I1), s3.3 2.0 2.0 2.0
Green Ext Time (p_c), s 0.0 8.4 24.9 10.0
Intersection Summary
HCM 6th Ctrl Delay 0.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 18: Silver Strand Blvd & Tarawa Rd 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 30 70 5 50 45 35 606 5 0 1536 60 Future Volume (veh/h) 180 30 70 5 50 45 35 606 5 0 1536 60 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.93 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 272 0 95 6 61 55 43 748 6 0 1634 64 Peak Hour Factor 0.74 0.74 0.74 0.82 0.82 0.82 0.81 0.81 0.81 0.94 0.94 0.94 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 320 0 137 14 143 124 55 2530 1093 1 2265 88
Arrive On Green 0.09 0.00 0.09 0.08 0.08 0.08 0.06 1.00 1.00 0.00 0.66 0.66 Sat Flow, veh/h 3534 0 1515 165 1682 1461 1767 3526 1522 1767 3456 135 Grp Volume(v), veh/h 272 0 95 67 0 55 43 748 6 0 830 868 Grp Sat Flow(s),veh/h/ln1767 0 1515 1847 0 1461 1767 1763 1522 1767 1763 1828 Q Serve(g_s), s 11.4 0.0 9.1 5.2 0.0 5.4 3.6 0.0 0.0 0.0 46.0 46.7 Cycle Q Clear(g_c), s 11.4 0.0 9.1 5.2 0.0 5.4 3.6 0.0 0.0 0.0 46.0 46.7 Prop In Lane 1.00 1.00 0.09 1.00 1.00 1.00 1.00 0.07
Lane Grp Cap(c), veh/h 320 0 137 157 0 124 55 2530 1093 1 1155 1198 V/C Ratio(X) 0.85 0.00 0.69 0.43 0.00 0.44 0.78 0.30 0.01 0.00 0.72 0.72 Avail Cap(c_a), veh/h 351 0 150 408 0 322 65 2530 1093 59 1155 1198 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.00 0.79 0.79 Uniform Delay (d), s/veh 67.2 0.0 66.2 65.2 0.0 65.3 69.8 0.0 0.0 0.0 16.8 17.0 Incr Delay (d2), s/veh 16.4 0.0 11.5 1.8 0.0 2.5 38.7 0.3 0.0 0.0 3.1 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.9 0.0 4.0 2.5 0.0 2.1 2.2 0.1 0.0 0.0 18.0 18.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 83.6 0.0 77.6 67.0 0.0 67.7 108.5 0.3 0.0 0.0 19.9 20.0 LnGrp LOS F AEEAEFAAABC
Approach Vol, veh/h 367 122 797 1698
Approach Delay, s/veh 82.1 67.3 6.1 20.0
Approach LOS F E A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s0.0 113.5 18.7 9.4 104.1 17.8
Change Period (Y+Rc), s* 4.7 5.8 5.1 * 4.7 5.8 5.1
Max Green Setting (Gmax), s* 5 76.3 14.9 * 5.5 75.8 33.1 Max Q Clear Time (g_c+I1), s0.0 2.0 13.4 5.6 48.7 7.4
Green Ext Time (p_c), s 0.0 5.5 0.2 0.0 14.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 25.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM Signalized Intersection Capacity Analysis Long-Term 2050 + Project PM 19: Silver Strand Blvd & Tulagi Rd 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 143 0 636 21 0 1586
Future Volume (vph) 143 0 636 21 0 1586
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.1 5.8 5.8 5.8
Lane Util. Factor 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.96 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1752 3505 1501 3505
Flt Permitted 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1752 3505 1501 3505
Peak-hour factor, PHF 0.77 0.77 0.92 0.92 0.91 0.91
Adj. Flow (vph) 186 0 691 23 0 1743
RTOR Reduction (vph) 000700
Lane Group Flow (vph) 186 0 691 16 0 1743
Confl. Peds. (#/hr) 10
Confl. Bikes (#/hr) 10 10
Turn Type Perm NA Perm NA
Protected Phases 2 6
Permitted Phases 8 2
Actuated Green, G (s) 12.6 51.5 51.5 51.5
Effective Green, g (s) 12.6 51.5 51.5 51.5
Actuated g/C Ratio 0.17 0.69 0.69 0.69
Clearance Time (s) 5.1 5.8 5.8 5.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 294 2406 1030 2406
v/s Ratio Prot 0.20 c0.50
v/s Ratio Perm c0.11 0.01
v/c Ratio 0.63 0.29 0.02 0.72
Uniform Delay, d1 29.0 4.6 3.7 7.3
Progression Factor 1.00 1.00 1.00 1.63
Incremental Delay, d2 4.4 0.3 0.0 1.2
Delay (s) 33.4 4.9 3.7 13.1
Level of Service C A A B
Approach Delay (s) 33.4 4.9 13.1
Approach LOS C A B
Intersection Summary
HCM 2000 Control Delay 12.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.9 Intersection Capacity Utilization 60.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
Attachment 9
HCM 6th Signalized Intersection Summary Long-Term 2050 + Project PM 20: Silver Strand Blvd & Leyte Rd 12/12/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 40 70 497 30 140 1289
Future Volume (veh/h) 40 70 497 30 140 1289
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 0.94 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 52 91 534 32 159 1465
Peak Hour Factor 0.77 0.77 0.93 0.93 0.88 0.88
Percent Heavy Veh, % 3 33333
Cap, veh/h 159 142 1240 521 285 2187
Arrive On Green 0.09 0.09 0.35 0.35 0.16 0.62
Sat Flow, veh/h 1767 1572 3618 1483 1767 3618
Grp Volume(v), veh/h 52 91 534 32 159 1465
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1483 1767 1763
Q Serve(g_s), s 1.3 2.7 5.6 0.7 4.0 13.0
Cycle Q Clear(g_c), s 1.3 2.7 5.6 0.7 4.0 13.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 159 142 1240 521 285 2187
V/C Ratio(X) 0.33 0.64 0.43 0.06 0.56 0.67
Avail Cap(c_a), veh/h 987 878 2260 951 285 3478
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.6 21.2 12.0 10.4 18.7 6.0
Incr Delay (d2), s/veh 1.2 4.8 0.2 0.0 7.7 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.6 1.1 1.7 0.2 1.9 2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.8 26.1 12.2 10.4 26.4 6.3
LnGrp LOS C C B B C A
Approach Vol, veh/h 143 566 1624
Approach Delay, s/veh 24.5 12.1 8.3
Approach LOS C B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s13.0 25.4 38.4 10.0
Change Period (Y+Rc), s* 5.2 * 8.4 * 8.4 5.6
Max Green Setting (Gmax), s* 7.8 * 31 * 48 27.0
Max Q Clear Time (g_c+I1), s6.0 7.6 15.0 4.7
Green Ext Time (p_c), s 0.1 3.4 13.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 10.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
Attachment 9
Appendix E. Assembly Bill 52 Tribal Consultation
Attachment 9
This page intentionally left blank.

Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Ralph Goff
Campo Band of Diegueño Mission Indians
3 6190 Church Road, Suite 1
Campo, CA 91906
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.

As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.

Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
• A detailed analysis of the City’s demographic, economic, and housing characteristics. • An analysis of the barriers to producing and preserving housing. • A review of the City’s progress in implementing current housing policies and programs. • An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.

The proposed 6th Cycle Housing Element must be certified by the HCD.

Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.

AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.

AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.

Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Erica Pinto
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Robert Pinto, Sr.

Ewiiaapaayp Band of Kumeyaay Indians
4054 Willows Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
Lisa Cumper
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
December 4, 2023
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Michael Garcia
Ewiiaapaayp Band of Kumeyaay Indians
4054 Willows Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Clint Linton
Kumeyaay Cultural Repatriation Committee
P.O> Box 507
Santa Ysabel, CA 92070
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Background
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
• A detailed analysis of the City’s demographic, economic, and housing characteristics. • An analysis of the barriers to producing and preserving housing. • A review of the City’s progress in implementing current housing policies and programs. • An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
Carmen Lucas
Kwaaymii Laguna Band of Mission Indians
P.O. Bos 775
Pine Valley, CA 01062
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
December 4, 2023
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Virgil Perez
Iipay Nation of Santa Ysabel
P.O. Box 130
Santa Ysabel, CA 92070
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Gwendolyn Parada
La Posta Band of Diegueno Mission Indians
8 Crestwood Road
Boulevard, CA 91905
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Angela Alliott-Santos
Manzanita Band of Kumeyaay Nation
P.O. Box 1302
Boulevard, CA 91905
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Cody J. Martinez
Sycuan Band of Kumeyaay Nation
1 Kwaaypaay Court
El Cajon, CA 92109
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9

CITY OF CORONADO

COMMUNITY DEVELOPMENT
1825 STRAND WAY CITY HALL
CORONADO, CA 92118 PHONE: (619) 522-7326
WWW.CORONADO.CA.US FAX: (619) 522-2418
December 4, 2023
Robert J. Welch, Jr.

Viejas Band of Kumeyaay Indians
1 Viejas Grade Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project Pursuant to California Assembly Bill 52.

Dear Mr. Goff:

Sincerely,
Jesse Brown
Principal Planner
Attachment 9

CITY OF CORONADO

The proposed 6th Cycle Housing Element must be certified by the HCD.

Units by Income Level
Lower Moderate Above Moderate Total
RHNA 481 159 272 912
Attachment 9

CITY OF CORONADO

Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
Attachment 9
Appendix F. CHRIS Search Results
Attachment 9
This page intentionally left blank.

Attachment 9
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
Office: (619) 594-5682
www.scic.org
[email protected]
Company: Harris & Associates
Company Representative: Donna Beddow
Date Processed: 1/10/2024
Project Identification: Coronado Housing Element Update (1230040001) Search Radius: within project area only
Historical Resources: JL
Previous Survey Report Boundaries: JL
Historic Maps: JL
Historic Addresses: JL
Hours: 1
RUSH: yes
Trinomial and Primary site maps have been reviewed. All sites within the project boundaries and the specified radius of the project area have been plotted. Copies of the site record forms have been included for all recorded sites.

Project boundary maps have been reviewed. National Archaeological Database (NADB) citations for reports within the project boundaries and within the specified radius of the project area have been included.

The historic maps on file at the South Coastal Information Center have been reviewed, and copies have been included.

A map and database of historic properties (formerly Geofinder) has been included.

CALIFORNIA HISTORICAL RESOURCES INFORMATION SYSTEM

RECORDS SEARCH
Quads: 1
Aerial Photos: 0
Summary of SHRC Approved
CHRIS IC Records Search
Elements
Address-Mapped Shapes: no
Digital Database Records: 0
Spatial Features: 15
PDFs: Yes
PDF Pages: 9
RSID: 3549
This is not an invoice. Please pay from the monthly billing statement Attachment 9
Jaime Lennox, Jan 10, 2024
0 1
Mile
1:100,000 Historic Roads 1769-1885 ,
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
Attachment 9
Jaime Lennox, Jan 10, 2024
0 1
Mile
1:100,000 San Diego County: 1872 ,
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
Attachment 9
Jaime Lennox, Jan 10, 2024
0 1
Mile
1:62,500
USGS 15 Minute Series Topographic Quadrangles

62.5K Historic Quad - San Diego 1930, culture revised 1930 , Legend
Search Area
Attachment 9
Jaime Lennox, Jan 10, 2024
0 1
Mile
1:31,680
USGS 7.5 Minute Series Topographic Map

31.68K Historic Quad - Point Loma 1942 ,
Legend
SearchArea
Attachment 9
Jaime Lennox, Jan 10, 2024
0 1
Mile
1:24,000
USGS 7.5 Minute Series Topographic Maps
24K Historic Quad - Point Loma 1953, cultural and drainage 1950 , Legend
Search Area
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
Attachment 9
Report List
Report No. Other IDs Year Author(s) Title Affiliation
SD-02595 1992 CULTURAL RESOURCE ASSESSMENT OF

BABCOCK COURT CORONADO SAN

DIEGO COUNTY
NADB-R - 1122595; MANLEY, WILLIAM RECON
Other - 2416A;
Voided - MANLEY 04
SD-02783 1981 CULTURAL RESOURCE INVENTORY FOR
THE LAMPS MK 111 NAVAL AIR STATION,

NORTH ISLAND, SAN DIEGO COUNTY,

CALIFORNIA
NADB-R - 1122783; JACQUES, TERRI WESTEC SERVICES
Voided -
JACQUES03
SD-04424 1994 HISTORIC & ARCHAEOLOGICAL

RESOURCES PROTECTION PLAN (HARP)

FOR NAVAL AMPHIBIOUS BASE

CORONADO, CALIFORNIA

WILLIAM MANLEY

CONSULTING
MANLEY, WILLIAM R.,
SUSAN M. HECTOR,
and MARTIN D. ROSEN
NADB-R - 1124424;
Other - CONTRACT
NUMBER N 68711-
93-M-1141;
Voided - MANLEY09
SD-04555 1998 CULTURAL AND PALEONTOLOGICAL

REVIEW OF THE GLORIETTA BAY

MASTER PLAN CITY OF CORONADO,

CALIFORNIA
BRIAN F. SMITH AND

ASSOCIATES
PIERSON, LARRY J.,
BRIAN F. SMITH, and

GEORGE KENNEDY
NADB-R - 1124555;
Voided - PIERSON34
SD-05209 1992 Draft Environmental Impact Report for the City of Coronado Police Facility and
Demolition of Babcock Court
NADB-R - 1125209; RECON RECON
Voided - RECON107
SD-07648 1992 APPENDIXES FOR THE DRAFT

ENVIRONMENTAL IMPACT REPORT FOR

THE CITY OF CORONADO POLICE

FACILITY AND DEMOLITION OF BABCOCK
COURT
NADB-R - 1127648; RECON RECON
Voided - RECON 108
SD-10604 1991 NATIONAL REGISTER OF HISTORIC

PLACES-HEILMAN VILLAS

CORONADO HISTORICAL

ASSOCIATION
NADB-R - 1130604; ACKERMAN, CHRIS
Voided - ACKERC01
SD-10870 NADB-R - 1130870; VARIOUS MISC. PAPERS ON CORONADO VARIOUS Voided - HISTORI127
SD-10890 1991 NOMINATION TO THE NATIONAL

HEILMAN VILLAS (BABCOCK COURT),
1060, -70, -80, -90 SEVENTH STREET AND
706-720 (EVEN #S) ORANGE AVENUE,

CORONADO, CALIFORNIA

CORONADO HISTORICAL

ASSOCIATION
NADB-R - 1130890; ACKERMAN, CHRIS
Voided - ACKERC02
SD-11028 NAVAL AIR STATION NORTH ISLAND, SAN
DIEGO, CALIFORNIA 92135
NADB-R - 1131028; VARIOUS
Voided - HISTORI201

Page 1 of 2 ends

Attachment 9
Report List
Report No. Other IDs Year Author(s) Title Affiliation
SD-11460 2007 A PROGRAMMATIC APPROACH FOR

NATIONAL REGISTER ELIGIBILITY

DETERMINATIONS OF PREHISTORIC

SITES WITHIN THE SOUTHERN COAST

ARCHAEOLOGICAL REGION, CALIFORNIA

STATISTICAL RESEARCH,
INC.

NADB-R - 1131460; REDDY, SEETHA N.

Other - PROJECT 05-
251;
Voided - REDDY19
SD-12732 1994 HISTORIC AND ARCHAEOLOGICAL

RESOURCES PROTECTION PLAN (HARP)

FOR NAVAL AMPHIBIOUS BASE

CORONADO, CALIFORNIA
NADB-R - 1132732; MANLEY, WILLIAM R. MANLEY, WILLIAM R.

Other - CONTRACT
NUMBER N68711-
93-M-1141;
Voided - MANLEY17
SD-13988 2012 HAWAII-SOUTHERN CALIFORNIA

TRAINING AND TESTING ACTIVITIES,

VARIOUS OCEAN AREAS, SOUTHERN

CALIFORNIA
NADB-R - 1133988; YATSKO, ANDY UNITED STATES NAVY
Voided -
YATSKOA03
SD-16023 2008 EVALUATION OF SEVEN POTENTIAL
ARCHAEOLOGICAL SITES ON THE U.S.

NAVY SILVER STRAND TRAINING

COMPLEX, CORONADO, SAN DIEGO

COUNTY, CALIFORNIA
NADB-R - 1136023; Underwood, Jackson RECON
Other - RECON
Project Number
4224A;
Other - Subcontract
No. WG-03-S-047
SD-17955 2017 CULTURAL RESOURCES RECORDS

SEARCH AND SITE VISIT RESULTS FOR
AT&T MOBILITY, LLC CANDIDATE SD0399
(NAVY GATEWAY INN), 3628 TULAGI

ROAD, SAN DIEGO, SAN DIEGO COUNTY,

CALIFORNIA

ENVIRONMENTAL

ASSESSMENT
SPECIALISTS, INC.

BRUCE, BONNIE and
CARRIE D. WILLS
NADB-R - 1137955

Page 2 of 2 ends

Attachment 9
Coronado HEU - Resources - APE
PrimCo PrimNo TrinNo Label OtherID DocSource DigDate DigOrg Notes Confidenti PNumber Trinomial Shape None Identified
Attachment 9
Coronado HEU - Historic Addresses - APE

PNUMBER TRINOMIAL

CHRONOLOGICAL

PLACEMENT SITE TYPE
None Identified
Attachment 9

Coronado City CouncilApril 9, 2024

Coronado City Council
April 9, 2024