Rancho Cordova City Council
December 5, 2022

Baseline
Queuing and Blocking Report DEFAULT
SimTraffic Report

Intersection: 3: Sunrise Blvd & US50 EB Ramps
Movement EB EB EB EB EB B33 NB NB NB NB SB SB
Directions Served L L L R R T T T T T T T
Maximum Queue (ft) 291 309 319 224 236 63 290 192 161 50 249 253 Average Queue (ft) 196 209 214 119 124 4 211 85 66 7 145 142 95th Queue (ft) 264 281 289 191 203 91 303 158 131 31 226 222 Link Distance (ft) 1013 1013 1013 1013 611 54 54 54 54 204 204 Upstream Blk Time (%) 0 30 17 14 0 1 1
Queuing Penalty (veh) 0 94 54 44 1 6 4
Storage Bay Dist (ft) 510
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Sunrise Blvd & US50 EB Ramps
Movement SB
Directions Served T
Maximum Queue (ft) 215
Average Queue (ft) 133
95th Queue (ft) 208
Link Distance (ft) 204
Upstream Blk Time (%) 0
Queuing Penalty (veh) 2
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: US50 WB Ramps & Sunrise Blvd
Movement WB WB WB WB NB NB NB SB SB SB
Directions Served L L R R T T T T T T
Maximum Queue (ft) 114 143 152 150 260 249 261 155 174 191 Average Queue (ft) 54 78 71 73 136 140 139 85 101 113
95th Queue (ft) 96 121 118 121 216 218 222 130 152 172
Link Distance (ft) 2272 2272 243 243 243 377 377 377
Upstream Blk Time (%) 0 0 0
Queuing Penalty (veh) 2 1 2
Storage Bay Dist (ft) 416 250
Storage Blk Time (%)
Queuing Penalty (veh)
ITEM 21.1. ATTACHMENT 1

Baseline
Queuing and Blocking Report DEFAULT
SimTraffic Report

Intersection: 5: Zinfandel Dr & White Rock Rd
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T TR L L T TR R L L
Maximum Queue (ft) 206 227 118 64 73 62 103 126 222 208 31 166 Average Queue (ft) 85 131 29 22 21 3 37 46 125 111 4 44 95th Queue (ft) 167 199 81 51 52 28 81 100 186 189 19 122 Link Distance (ft) 411 411 351 351 351
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 263 263 167 237 237 143 143
Storage Blk Time (%) 0 0 0
Queuing Penalty (veh) 0 0 0
Intersection: 5: Zinfandel Dr & White Rock Rd
Movement NB NB NB SB SB SB SB SB SB
Directions Served T T TR L L T T T R
Maximum Queue (ft) 334 379 414 307 316 261 278 290 160
Average Queue (ft) 199 252 288 200 211 127 147 159 40
95th Queue (ft) 302 363 414 285 297 236 248 260 104
Link Distance (ft) 391 391 391 488 488 488 488 488 488
Upstream Blk Time (%) 0 0 2
Queuing Penalty (veh) 0 0 0
Storage Bay Dist (ft)
Storage Blk Time (%) 17
Queuing Penalty (veh) 5
ITEM 21.1. ATTACHMENT 1

Baseline
Queuing and Blocking Report DEFAULT
SimTraffic Report

Intersection: 6: US50 EB Ramps & Zinfandel Dr
Movement EB EB EB EB EB EB B14 B14 WB WB NB NB
Directions Served L L T T R R T T R R T T
Maximum Queue (ft) 134 199 232 525 300 250 797 1047 78 70 302 341 Average Queue (ft) 57 97 99 333 275 203 185 281 12 7 167 206 95th Queue (ft) 114 169 196 640 357 357 886 1027 51 37 291 329 Link Distance (ft) 440 440 440 440 1753 1753 568 568 488 488 Upstream Blk Time (%) 13 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 200 200
Storage Blk Time (%) 0 40 2
Queuing Penalty (veh) 1 69 3
Intersection: 6: US50 EB Ramps & Zinfandel Dr
Movement NB NB SB SB SB
Directions Served T TR T T T
Maximum Queue (ft) 382 419 201 179 170
Average Queue (ft) 227 262 164 145 142
95th Queue (ft) 352 397 213 203 190
Link Distance (ft) 488 488 50 50 50
Upstream Blk Time (%) 34 33 33
Queuing Penalty (veh) 153 147 147
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: US50 WB Ramps
Movement WB WB WB WB NB NB NB SB SB
Directions Served L L LR R T T T T T
Maximum Queue (ft) 194 242 267 200 164 168 142 200 190
Average Queue (ft) 107 133 160 69 70 70 63 96 91
95th Queue (ft) 166 205 233 163 138 141 126 171 166
Link Distance (ft) 1501 1501 101 101 101 129 129
Upstream Blk Time (%) 2 2 1 2 2
Queuing Penalty (veh) 7 6 5 8 8
Storage Bay Dist (ft) 185 185
Storage Blk Time (%) 0 1 3 0
Queuing Penalty (veh) 0 2 3 0
ITEM 21.1. ATTACHMENT 1

Residences at Capital Center Cumulative plus Project
1: White Rock Rd & Kilgore Rd Timing Plan: PM Peak Hour Kimley-Horn Synchro 11 Report
Queues Page 1
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 76 717 93 284 565 105 109 245 43 206 v/c Ratio 0.49 0.73 0.18 0.60 0.25 0.54 0.54 0.63 0.26 0.57 Control Delay 52.5 34.1 6.5 35.1 15.1 50.8 49.8 13.5 44.9 36.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 52.5 34.1 6.5 35.1 15.1 50.8 49.8 13.5 44.9 36.7 Queue Length 50th (ft) 39 181 0 131 63 54 56 0 22 41
Queue Length 95th (ft) 100 305 35 266 110 128 130 74 65 94 Internal Link Dist (ft) 445 491 394 408
Turn Bay Length (ft) 310 375 210 190 290 140
Base Capacity (vph) 537 2915 1321 752 4448 859 904 894 859 1651 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.14 0.25 0.07 0.38 0.13 0.12 0.12 0.27 0.05 0.12 Intersection Summary
ITEM 21.1. ATTACHMENT 1

Residences at Capital Center Cumulative plus Project
1: White Rock Rd & Kilgore Rd Timing Plan: PM Peak Hour Kimley-Horn Synchro 11 Report
HCM 6th Signalized Intersection Summary Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 660 86 261 440 80 97 100 225 40 120 70 Future Volume (veh/h) 70 660 86 261 440 80 97 100 225 40 120 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 76 717 93 284 478 87 105 109 245 43 130 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 97 841 375 328 1570 279 321 337 286 163 203 112 Arrive On Green 0.05 0.24 0.24 0.18 0.36 0.36 0.18 0.18 0.18 0.09 0.09 0.09 Sat Flow, veh/h 1781 3554 1585 1781 4359 776 1781 1870 1585 1781 2211 1217 Grp Volume(v), veh/h 76 717 93 284 371 194 105 109 245 43 103 103 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1702 1731 1781 1870 1585 1781 1777 1651 Q Serve(g_s), s 2.9 13.3 3.3 10.7 5.4 5.6 3.5 3.5 10.3 1.5 3.9 4.2 Cycle Q Clear(g_c), s 2.9 13.3 3.3 10.7 5.4 5.6 3.5 3.5 10.3 1.5 3.9 4.2 Prop In Lane 1.00 1.00 1.00 0.45 1.00 1.00 1.00 0.74
Lane Grp Cap(c), veh/h 97 841 375 328 1226 623 321 337 286 163 163 151 V/C Ratio(X) 0.78 0.85 0.25 0.87 0.30 0.31 0.33 0.32 0.86 0.26 0.63 0.68 Avail Cap(c_a), veh/h 646 3606 1609 904 3455 1756 1033 1085 919 1033 1030 958 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 25.2 21.3 27.3 15.8 15.9 24.6 24.6 27.4 29.2 30.2 30.4 Incr Delay (d2), s/veh 5.0 1.0 0.1 2.7 0.1 0.1 0.2 0.2 2.9 0.3 1.5 2.0 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/ln 1.3 5.4 1.2 4.6 2.0 2.1 1.4 1.5 3.9 0.7 1.7 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.2 26.1 21.5 30.1 15.9 16.0 24.8 24.8 30.3 29.5 31.7 32.4 LnGrp LOS D C C C B B C C C C C C
Approach Vol, veh/h 886 849 459 249
Approach Delay, s/veh 26.6 20.7 27.7 31.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.3 30.0 11.8 17.8 21.5 17.8
Change Period (Y+Rc), s 5.5 * 5.2 5.5 * 5.1 * 5.2 5.4
Max Green Setting (Gmax), s 25.0 * 70 40.0 * 35 * 70 40.0 Max Q Clear Time (g_c+I1), s 4.9 7.6 6.2 12.7 15.3 12.3 Green Ext Time (p_c), s 0.0 0.7 0.2 0.1 1.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 25.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 21.1. ATTACHMENT 1

Residences at Capital Center Cumulative plus Project
2: White Rock Rd & Sunrise Blvd Timing Plan: PM Peak Hour Kimley-Horn Synchro 11 Report
Queues Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 248 420 370 152 360 337 337 1011 65 261 1120 262 v/c Ratio 0.70 0.55 0.65 0.60 0.38 0.66 0.76 0.47 0.09 0.71 0.55 0.36 Control Delay 73.3 52.2 18.0 76.1 51.5 19.9 71.8 29.4 3.1 72.9 32.9 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.3 52.2 18.0 76.1 51.5 19.9 71.8 29.4 3.1 72.9 32.9 13.0 Queue Length 50th (ft) 109 174 57 67 102 54 147 220 0 114 263 53 Queue Length 95th (ft) 196 278 193 131 166 186 256 361 20 205 423 156 Internal Link Dist (ft) 802 424 689 453
Turn Bay Length (ft) 265 600 205 185 278 170 251 175
Base Capacity (vph) 669 1127 703 669 1595 679 669 2816 914 669 2778 938 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.37 0.37 0.53 0.23 0.23 0.50 0.50 0.36 0.07 0.39 0.40 0.28 Intersection Summary
ITEM 21.1. ATTACHMENT 1

Residences at Capital Center Cumulative plus Project
2: White Rock Rd & Sunrise Blvd Timing Plan: PM Peak Hour Kimley-Horn Synchro 11 Report
HCM 6th Signalized Intersection Summary Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 228 386 340 140 331 310 310 930 60 240 1030 241 Future Volume (veh/h) 228 386 340 140 331 310 310 930 60 240 1030 241 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 248 420 370 152 360 337 337 1011 65 261 1120 262 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 300 1020 455 204 1322 410 389 1996 620 313 1884 585 Arrive On Green 0.09 0.29 0.29 0.06 0.26 0.26 0.11 0.39 0.39 0.09 0.37 0.37 Sat Flow, veh/h 3456 3554 1585 3456 5106 1585 3456 5106 1585 3456 5106 1585 Grp Volume(v), veh/h 248 420 370 152 360 337 337 1011 65 261 1120 262 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1585 1728 1702 1585 1728 1702 1585 Q Serve(g_s), s 9.3 12.6 28.7 5.7 7.4 26.4 12.7 19.9 3.4 9.8 23.4 16.5 Cycle Q Clear(g_c), s 9.3 12.6 28.7 5.7 7.4 26.4 12.7 19.9 3.4 9.8 23.4 16.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 300 1020 455 204 1322 410 389 1996 620 313 1884 585 V/C Ratio(X) 0.83 0.41 0.81 0.75 0.27 0.82 0.87 0.51 0.10 0.83 0.59 0.45 Avail Cap(c_a), veh/h 654 1076 480 654 1546 480 654 2705 840 654 2705 840 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.3 38.1 43.8 61.2 39.0 46.1 57.7 30.6 25.6 59.1 33.7 31.5 Incr Delay (d2), s/veh 2.2 0.1 9.0 2.1 0.4 14.5 3.1 0.4 0.2 2.2 0.6 1.1 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 4.2 5.6 12.4 2.6 3.2 12.0 5.7 8.3 1.3 4.4 9.8 6.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.6 38.2 52.8 63.3 39.4 60.5 60.7 31.0 25.7 61.3 34.3 32.6 LnGrp LOS E D D E D E E C C E C C
Approach Vol, veh/h 1038 849 1413 1643
Approach Delay, s/veh 49.0 52.1 37.8 38.3
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.4 54.6 17.0 40.2 17.5 57.5 13.3 43.9 Change Period (Y+Rc), s 5.5 * 5.8 5.5 * 6 5.5 * 5.8 5.5 6.0 Max Green Setting (Gmax), s 25.0 * 70 25.0 * 40 25.0 * 70 25.0 40.0 Max Q Clear Time (g_c+I1), s 14.7 25.4 11.3 28.4 11.8 21.9 7.7 30.7 Green Ext Time (p_c), s 0.2 23.3 0.2 5.8 0.2 18.6 0.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 42.8
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ITEM 21.1. ATTACHMENT 1

SimTraffic Simulation Summary
SimTraffic Report

Summary of All Intervals
Run Number 1 2 3 4 5 6 7
Start Time 3:05 3:05 3:05 3:05 3:05 3:05 3:05
End Time 4:15 4:15 4:15 4:15 4:15 4:15 4:15
Total Time (min) 70 70 70 70 70 70 70
Time Recorded (min) 60 60 60 60 60 60 60
# of Intervals 5 5 5 5 5 5 5
# of Recorded Intervals 4 4 4 4 4 4 4
Vehs Entered 15372 15149 15250 15093 14948 15220 15288
Vehs Exited 15372 15151 15241 15040 14916 15129 15255
Starting Vehs 488 454 442 423 445 445 452
Ending Vehs 488 452 451 476 477 536 485
Travel Distance (mi) 7981 7837 7875 7829 7741 7864 7921 Travel Time (hr) 535.8 490.5 562.0 481.4 463.4 508.2 495.6 Total Delay (hr) 245.5 205.6 274.8 196.1 181.9 221.5 207.4 Total Stops 15672 14474 15579 14913 14189 14306 14697
Fuel Used (gal) 349.2 335.3 352.1 331.5 324.4 339.3 338.1 Summary of All Intervals
Run Number 8 9 10 Avg
Start Time 3:05 3:05 3:05 3:05
End Time 4:15 4:15 4:15 4:15
Total Time (min) 70 70 70 70
Time Recorded (min) 60 60 60 60
# of Intervals 5 5 5 5
# of Recorded Intervals 4 4 4 4
Vehs Entered 15450 15392 15349 15251
Vehs Exited 15412 15337 15284 15214
Starting Vehs 499 417 436 450
Ending Vehs 537 472 501 488
Travel Distance (mi) 8005 7947 7969 7897
Travel Time (hr) 552.1 483.8 535.7 510.8
Total Delay (hr) 261.1 194.3 246.1 223.4
Total Stops 16449 14557 14564 14935
Fuel Used (gal) 352.8 336.1 347.7 340.7
Interval #0 Information Seeding
Start Time 3:05
End Time 3:15
Total Time (min) 10
Volumes adjusted by Growth Factors.

No data recorded this interval.

ITEM 21.1. ATTACHMENT 1

SimTraffic Simulation Summary
SimTraffic Report

Interval #1 Information
Start Time 3:15
End Time 3:30
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 6 7
Vehs Entered 3807 3703 3697 3660 3576 3662 3736
Vehs Exited 3825 3752 3593 3618 3493 3698 3727
Starting Vehs 488 454 442 423 445 445 452
Ending Vehs 470 405 546 465 528 409 461
Travel Distance (mi) 1980 1927 1873 1901 1837 1919 1930 Travel Time (hr) 118.6 119.2 147.1 115.2 109.7 111.6 116.0 Total Delay (hr) 46.6 48.9 78.7 46.2 43.0 41.7 45.9
Total Stops 3674 3614 4247 3611 3366 3445 3461
Fuel Used (gal) 83.0 82.7 87.1 80.2 76.8 79.8 81.4
Interval #1 Information
Start Time 3:15
End Time 3:30
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 8 9 10 Avg
Vehs Entered 3782 3789 3760 3719
Vehs Exited 3839 3811 3696 3707
Starting Vehs 499 417 436 450
Ending Vehs 442 395 500 461
Travel Distance (mi) 1995 1973 1932 1927
Travel Time (hr) 121.9 118.2 119.7 119.7
Total Delay (hr) 49.4 46.4 49.4 49.6
Total Stops 3726 3487 3604 3624
Fuel Used (gal) 84.0 83.3 81.8 82.0
ITEM 21.1. ATTACHMENT 1

SimTraffic Simulation Summary
SimTraffic Report

Interval #2 Information
Start Time 3:30
End Time 3:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.

Run Number 1 2 3 4 5 6 7
Vehs Entered 4158 4003 4058 3965 4043 4037 4112
Vehs Exited 4068 3880 4063 3905 4070 3948 4045
Starting Vehs 470 405 546 465 528 409 461
Ending Vehs 560 528 541 525 501 498 528
Travel Distance (mi) 2117 2035 2105 2026 2089 2059 2116 Travel Time (hr) 141.6 131.2 138.7 122.3 125.4 129.4 140.8 Total Delay (hr) 64.3 57.1 61.8 48.5 49.3 54.2 63.8
Total Stops 4206 3792 4219 3801 3641 3781 4028
Fuel Used (gal) 92.9 87.9 91.7 85.0 88.0 88.4 92.5
Interval #2 Information
Start Time 3:30
End Time 3:45
Total Time (min) 15
Volumes adjusted by PHF, Growth Factors.

Run Number 8 9 10 Avg
Vehs Entered 3999 4040 4008 4041
Vehs Exited 3838 3963 3948 3973
Starting Vehs 442 395 500 461
Ending Vehs 603 472 560 527
Travel Distance (mi) 2034 2054 2076 2071
Travel Time (hr) 137.3 129.2 135.5 133.2
Total Delay (hr) 63.3 54.2 59.9 57.6
Total Stops 4104 3826 3885 3927
Fuel Used (gal) 89.0 87.6 89.3 89.2
ITEM 21.1. ATTACHMENT 1

SimTraffic Simulation Summary
SimTraffic Report

Interval #3 Information
Start Time 3:45
End Time 4:00
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 6 7
Vehs Entered 3752 3747 3739 3695 3650 3714 3744
Vehs Exited 3796 3829 3835 3775 3711 3727 3757
Starting Vehs 560 528 541 525 501 498 528
Ending Vehs 516 446 445 445 440 485 515
Travel Distance (mi) 1965 1968 1955 1965 1929 1924 1949 Travel Time (hr) 136.4 120.1 136.2 125.7 116.5 132.9 125.0 Total Delay (hr) 65.0 48.7 64.9 54.0 46.4 62.6 53.8
Total Stops 3877 3550 3512 3877 3661 3548 3763
Fuel Used (gal) 86.8 83.0 86.5 84.7 80.8 85.0 84.0
Interval #3 Information
Start Time 3:45
End Time 4:00
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 8 9 10 Avg
Vehs Entered 3831 3757 3710 3734
Vehs Exited 3895 3781 3829 3793
Starting Vehs 603 472 560 527
Ending Vehs 539 448 441 472
Travel Distance (mi) 1981 1970 1973 1958
Travel Time (hr) 140.6 119.0 143.2 129.6
Total Delay (hr) 68.7 47.1 71.7 58.3
Total Stops 3974 3603 3504 3684
Fuel Used (gal) 87.9 83.3 89.0 85.1
ITEM 21.1. ATTACHMENT 1

SimTraffic Simulation Summary
SimTraffic Report

Interval #4 Information Recording
Start Time 4:00
End Time 4:15
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 1 2 3 4 5 6 7
Vehs Entered 3655 3696 3756 3773 3679 3807 3696
Vehs Exited 3683 3690 3750 3742 3642 3756 3726
Starting Vehs 516 446 445 445 440 485 515
Ending Vehs 488 452 451 476 477 536 485
Travel Distance (mi) 1919 1907 1942 1937 1887 1961 1926 Travel Time (hr) 139.2 119.9 139.9 118.1 111.8 134.3 113.8 Total Delay (hr) 69.6 50.9 69.3 47.4 43.2 63.0 43.9
Total Stops 3915 3518 3601 3624 3521 3532 3445
Fuel Used (gal) 86.4 81.8 86.8 81.5 78.8 86.2 80.3
Interval #4 Information Recording
Start Time 4:00
End Time 4:15
Total Time (min) 15
Volumes adjusted by Growth Factors.

Run Number 8 9 10 Avg
Vehs Entered 3838 3806 3871 3757
Vehs Exited 3840 3782 3811 3741
Starting Vehs 539 448 441 472
Ending Vehs 537 472 501 488
Travel Distance (mi) 1995 1949 1987 1941
Travel Time (hr) 152.2 117.4 137.3 128.4
Total Delay (hr) 79.7 46.6 65.1 57.9
Total Stops 4645 3641 3571 3702
Fuel Used (gal) 91.9 82.0 87.6 84.3
ITEM 21.1. ATTACHMENT 1

SimTraffic Performance Report
SimTraffic Report

3: Sunrise Blvd & US50 EB Ramps Performance by movement Movement EBL EBR NBT SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0
Total Delay (hr) 14.9 2.8 7.4 4.8 29.9
Total Del/Veh (s) 39.0 15.6 14.3 13.2 20.7
Stop Delay (hr) 12.6 2.5 5.6 3.6 24.2
Stop Del/Veh (s) 32.9 13.8 10.7 9.8 16.7
4: US50 WB Ramps & Sunrise Blvd Performance by movement Movement WBL WBR NBT SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0
Total Delay (hr) 1.9 3.0 8.0 3.3 16.2
Total Del/Veh (s) 22.8 24.0 11.0 8.0 12.0
Stop Delay (hr) 1.6 2.7 3.9 1.8 9.9
Stop Del/Veh (s) 19.4 21.0 5.3 4.4 7.4
5: Zinfandel Dr & White Rock Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.6 19.7 0.7 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 2.8 0.2 0.3 42.0 44.4 44.9 0.0 0.0 0.0 Total Delay (hr) 6.0 1.0 0.1 2.5 1.8 4.9 1.4 27.9 1.0 17.6 9.7 0.6 Total Del/Veh (s) 70.0 50.0 14.0 67.9 57.3 28.9 92.4 63.4 66.9 99.8 26.6 8.1 Stop Delay (hr) 5.6 0.9 0.1 2.4 1.6 4.3 1.3 23.0 0.8 16.0 7.3 0.3 Stop Del/Veh (s) 65.5 46.0 13.9 63.5 50.2 25.3 85.3 52.2 57.7 90.7 20.1 4.2 5: Zinfandel Dr & White Rock Rd Performance by movement Movement All
Denied Delay (hr) 21.2
Denied Del/Veh (s) 14.8
Total Delay (hr) 74.4
Total Del/Veh (s) 51.7
Stop Delay (hr) 63.5
Stop Del/Veh (s) 44.1
ITEM 21.1. ATTACHMENT 1

SimTraffic Performance Report
SimTraffic Report

6: US50 EB Ramps & Zinfandel Dr Performance by movement Movement EBL EBT EBR WBR NBT NBR SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0
Total Delay (hr) 5.5 0.9 5.3 1.1 16.8 0.1 6.8 36.5
Total Del/Veh (s) 34.4 26.9 23.3 10.0 24.5 24.9 17.5 22.7 Stop Delay (hr) 5.0 0.8 4.2 0.8 11.2 0.1 5.7 27.8
Stop Del/Veh (s) 31.1 25.1 18.7 7.3 16.3 18.0 14.7 17.3 7: US50 WB Ramps Performance by movement
Movement WBL WBR NBT SBT All
Denied Delay (hr) 0.1 0.0 0.0 0.0 0.1
Denied Del/Veh (s) 0.4 0.3 0.0 0.0 0.1
Total Delay (hr) 5.1 1.5 2.2 1.6 10.4
Total Del/Veh (s) 36.2 14.2 5.2 5.1 10.5
Stop Delay (hr) 4.6 1.2 1.4 1.0 8.1
Stop Del/Veh (s) 32.7 11.3 3.3 3.0 8.2
9: Performance by movement
Movement NBT NBR SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 1.7 2.0 0.4 4.1
Total Del/Veh (s) 3.9 5.9 0.9 3.3
Stop Delay (hr) 0.0 0.0 0.0 0.1
Stop Del/Veh (s) 0.0 0.0 0.1 0.0
10: Performance by movement
Movement NBT SBT SBR All
Denied Delay (hr) 0.0 0.1 0.1 0.2
Denied Del/Veh (s) 0.0 0.3 0.4 0.2
Total Delay (hr) 0.6 0.3 0.2 1.1
Total Del/Veh (s) 1.1 1.0 1.2 1.1
Stop Delay (hr) 0.1 0.0 0.0 0.1
Stop Del/Veh (s) 0.1 0.0 0.2 0.1
ITEM 21.1. ATTACHMENT 1

Queuing and Blocking Report
SimTraffic Report

Intersection: 3: Sunrise Blvd & US50 EB Ramps
Movement EB EB EB EB EB B33 NB NB NB NB SB SB
Directions Served L L L R R T T T T T T T
Maximum Queue (ft) 350 368 380 188 195 63 301 254 273 86 258 262 Average Queue (ft) 247 263 272 101 106 2 268 147 148 23 152 147 95th Queue (ft) 332 349 362 167 173 64 319 236 245 63 230 232 Link Distance (ft) 1013 1013 1013 1013 611 54 54 54 54 204 204 Upstream Blk Time (%) 0 34 28 28 3 2 1
Queuing Penalty (veh) 0 162 132 129 15 7 5
Storage Bay Dist (ft) 510
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Sunrise Blvd & US50 EB Ramps
Movement SB
Directions Served T
Maximum Queue (ft) 221
Average Queue (ft) 138
95th Queue (ft) 207
Link Distance (ft) 204
Upstream Blk Time (%) 1
Queuing Penalty (veh) 2
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: US50 WB Ramps & Sunrise Blvd
Movement WB WB WB WB NB NB NB SB SB SB
Directions Served L L R R T T T T T T
Maximum Queue (ft) 118 132 174 174 308 324 328 158 181 199 Average Queue (ft) 53 77 93 94 187 186 188 87 102 113
95th Queue (ft) 96 116 150 149 285 286 297 140 158 176
Link Distance (ft) 2272 2272 243 243 243 377 377 377
Upstream Blk Time (%) 2 2 2
Queuing Penalty (veh) 16 14 18
Storage Bay Dist (ft) 416 250
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
ITEM 21.1. ATTACHMENT 1

Queuing and Blocking Report
SimTraffic Report

Intersection: 5: Zinfandel Dr & White Rock Rd
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T TR L L T TR R L L
Maximum Queue (ft) 261 270 234 47 58 146 152 208 302 286 52 168 Average Queue (ft) 129 171 34 19 19 47 89 86 182 170 14 92 95th Queue (ft) 235 255 120 45 47 135 140 168 266 252 42 193 Link Distance (ft) 411 411 351 351 351
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 263 263 167 237 237 143 143
Storage Blk Time (%) 0 1 0 0 0
Queuing Penalty (veh) 0 0 1 0 2
Intersection: 5: Zinfandel Dr & White Rock Rd
Movement NB NB NB SB SB SB SB SB SB
Directions Served T T TR L L T T T R
Maximum Queue (ft) 413 424 434 463 459 448 454 468 259
Average Queue (ft) 352 382 403 314 321 211 213 227 48
95th Queue (ft) 440 445 441 476 473 428 407 445 180
Link Distance (ft) 391 391 391 488 488 488 488 488 488
Upstream Blk Time (%) 10 20 47 1 0 1 1 3 0
Queuing Penalty (veh) 0 0 0 3 2 3 4 12 0
Storage Bay Dist (ft)
Storage Blk Time (%) 48
Queuing Penalty (veh) 25
ITEM 21.1. ATTACHMENT 1

Queuing and Blocking Report
SimTraffic Report

Intersection: 6: US50 EB Ramps & Zinfandel Dr
Movement EB EB EB EB EB EB B14 B14 WB WB NB NB
Directions Served L L T T R R T T R R T T
Maximum Queue (ft) 264 351 121 515 300 250 573 666 172 171 441 482 Average Queue (ft) 116 202 37 189 241 151 100 138 86 62 224 267 95th Queue (ft) 213 310 94 532 357 342 690 774 156 134 407 457 Link Distance (ft) 440 440 440 440 1753 1753 568 568 488 488 Upstream Blk Time (%) 8 0 1 0 0
Queuing Penalty (veh) 0 0 0 0 1
Storage Bay Dist (ft) 200 200
Storage Blk Time (%) 0 27 1
Queuing Penalty (veh) 0 15 1
Intersection: 6: US50 EB Ramps & Zinfandel Dr
Movement NB NB SB SB SB
Directions Served T TR T T T
Maximum Queue (ft) 512 505 194 179 173
Average Queue (ft) 286 314 167 143 139
95th Queue (ft) 482 510 213 202 194
Link Distance (ft) 488 488 50 50 50
Upstream Blk Time (%) 0 1 36 33 34
Queuing Penalty (veh) 1 5 165 155 156
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: US50 WB Ramps
Movement WB WB WB WB NB NB NB SB SB
Directions Served L L LR R T T T T T
Maximum Queue (ft) 168 192 210 199 191 189 164 229 197
Average Queue (ft) 88 105 124 80 100 101 85 110 99
95th Queue (ft) 137 159 177 140 188 186 149 198 173
Link Distance (ft) 1501 1501 101 101 101 129 129
Upstream Blk Time (%) 6 5 3 3 2
Queuing Penalty (veh) 30 26 16 16 12
Storage Bay Dist (ft) 185 185
Storage Blk Time (%) 0 0 0 0
Queuing Penalty (veh) 0 0 1 0
ITEM 21.1. ATTACHMENT 1

Appendix F

Analysis Worksheets for
Signal Warrants
ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet Warrant 3:

Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Existing Plus Project Conditions AM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. Yes

3. No
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 373
Highest Approach - Minor Street 157
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet Warrant 3:

Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Existing Plus Project Conditions PM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. No
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 497
Highest Approach - Minor Street 91
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet Warrant 3:

Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Cumulative Year Conditions AM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. Yes

3. No
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 471
Highest Approach - Minor Street 157
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet Warrant
3: Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Cumulative Year Conditions PM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. Yes
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 764
Highest Approach - Minor Street 91
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet
Warrant 3: Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Cumulative Year Plus Project Conditions AM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. Yes

3. Yes
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 637
Highest Approach - Minor Street 157
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

1/26/2022
Traffic Signal Warrants Worksheet
Warrant 3: Peak Hour
Source: MUTCD 2012 California Supplement
Scenario: Cumulative Year Plus Project Conditions PM
Intersection: Kilgore Rd AND Project Driveway
Comments:

PART A or PART B SATISFIED NO
PART A
(All parts 1, 2, and 3 below must be satisfied) SATISFIED NO

1. No

2. No

3. Yes
PART B SATISFIED No
APPROACH LANES One
Both Approaches - Major Street 910
Highest Approach - Minor Street 91
1397 593 82 8
571 1326 56 4
The Residences at Capital Center
The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach and five vehicle hours for a two-lane approach; AND The volume on the same minor street approach equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND The total entering volume serviced during the hour equals or exceeds 800 vph for intersection with four or more approaches or 650 vph for intersection with less than four approaches.
2 or More
The plotted points for vehicles per hour on major streets (both approaches) and the corresponding per hour higher volume minor street approach (one direction only) for one hour (any consecutive 15 minute period) fall above applicable curves in MUTCD Figure 4C-3.

ITEM 21.1. ATTACHMENT 1

Appendix G

Streetlight Data Sheets
ITEM 21.1. ATTACHMENT 1

National Data & Surveying ServicesIntersection Turning Movement Count Location: Sunrise Blvd & US-50 EB Ramps
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 4 2 0 0 3 2 0 3 0 2 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0 95 0 0 0 286 0 0 104 0 92 0 0 0 0 0 577
6:15 AM 0 148 0 0 0 244 0 0 113 0 104 0 0 0 0 0 609
6:30 AM 0 179 0 0 0 392 0 0 168 0 122 0 0 0 0 0 861
6:45 AM 0 208 0 0 0 359 0 0 180 0 134 0 0 0 0 0 881
7:00 AM 0 204 0 0 0 383 0 0 201 0 146 0 0 0 0 0 934
7:15 AM 0 217 0 0 0 270 0 0 296 0 162 0 0 0 0 0 945
7:30 AM 0 263 0 0 0 379 0 0 273 0 193 0 0 0 0 0 1108
7:45 AM 0 262 0 0 0 495 0 0 344 0 225 0 0 0 0 0 1326
8:00 AM 0 314 0 0 0 346 0 0 351 0 155 0 0 0 0 0 1166
8:15 AM 0 219 0 0 0 534 0 0 393 0 107 0 0 0 0 0 1253
8:30 AM 0 242 0 0 0 541 0 0 306 0 129 0 0 0 0 0 1218
8:45 AM 0 270 0 0 0 469 0 0 345 0 124 0 0 0 0 0 1208

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 2621 0 0 0 4698 0 0 3074 0 1693 0 0 0 0 0 12086 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 64.49% 0.00% 35.51% 0.00% PEAK HR : 08:00 AM 41 0 0 TOTAL
PEAK HR VOL : 0 1045 0 0 0 1890 0 0 1395 0 515 0 0 0 0 0 4845 PEAK HR FACTOR : 0.000 0.832 0.000 0.000 0.000 0.873 0.000 0.000 0.887 0.000 0.831 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 4 2 0 0 3 2 0 3 0 2 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 598 0 0 0 455 0 0 404 0 95 0 0 0 0 0 1552
4:15 PM 0 513 0 0 0 552 0 0 468 0 112 0 0 0 0 0 1645
4:30 PM 0 576 0 0 0 498 0 0 398 0 128 0 0 0 0 0 1600
4:45 PM 0 520 0 0 0 585 0 0 449 0 128 0 0 0 0 0 1682
5:00 PM 0 529 0 0 0 558 0 0 405 0 117 0 0 0 0 0 1609
5:15 PM 0 577 0 0 0 555 0 0 356 0 149 0 0 0 0 0 1637
5:30 PM 0 446 0 0 0 423 0 0 463 0 147 0 0 0 0 0 1479
5:45 PM 0 431 0 0 0 502 0 0 487 0 141 0 0 0 0 0 1561
6:00 PM 0 511 0 0 0 447 0 0 409 0 130 0 0 0 0 0 1497
6:15 PM 0 348 0 0 0 443 0 0 409 0 127 0 0 0 0 0 1327
6:30 PM 0 442 0 0 0 322 0 0 335 0 128 0 0 0 0 0 1227
6:45 PM 0 241 0 0 0 325 0 0 349 0 116 0 0 0 0 0 1031

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 5732 0 0 0 5665 0 0 4932 0 1518 0 0 0 0 0 17847 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 76.47% 0.00% 23.53% 0.00% PEAK HR : 03:15 PM 286 0 0 TOTAL
PEAK HR VOL : 0 2138 0 0 0 2193 0 0 1720 0 485 0 0 0 0 0 6536 PEAK HR FACTOR : 0.000 0.928 0.000 0.000 0.000 0.937 0.000 0.000 0.919 0.000 0.947 0.000 0.000 0.000 0.000 0.000 08:00 AM - 09:00 AM
22-070003-003
1/11/2022
Streetlight Data - Totals
Sunrise Blvd Sunrise Blvd US-50 EB Ramps US-50 EB Ramps AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.967 0.832 0.873 0.944
03:15 PM - 04:15 PM
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.971 0.928 0.937 0.950
ITEM 21.1. ATTACHMENT 1

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & US-50 EB Ramps/Gold Center Dr
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 4 0 0 0 0 3 1 0 2 2 2 0 0 0 2 0 0
NL NT NR NU NR2 SL ST SR SU EL ET ER EU WL WT WR WU WU2 TOTAL 6:00 AM 0 209 2 0 0 0 104 0 0 27 174 9 0 4 0 31 0 2 562 6:15 AM 0 313 0 0 0 0 122 0 0 50 103 0 0 7 0 21 0 1 617 6:30 AM 0 302 0 0 0 0 164 0 0 62 109 6 0 7 0 26 0 2 678 6:45 AM 0 283 0 0 0 0 187 0 0 93 148 18 0 2 0 17 0 0 748 7:00 AM 0 350 0 0 0 0 170 0 0 62 155 6 0 0 0 9 0 5 757
7:15 AM 0 489 0 0 0 0 312 0 0 68 167 0 0 2 0 25 0 6 1069 7:30 AM 0 462 0 0 0 0 275 0 0 104 159 0 0 0 0 47 0 4 1051 7:45 AM 0 606 0 0 0 0 359 0 0 147 210 0 0 0 0 48 0 5 1375 8:00 AM 0 602 0 0 0 0 359 0 0 147 214 0 0 0 0 36 0 5 1363 8:15 AM 0 508 1 0 0 0 291 0 0 125 229 2 0 2 0 31 0 6 1195 8:30 AM 0 331 9 0 0 0 314 0 0 125 208 7 0 5 0 29 0 5 1033 8:45 AM 0 317 19 0 0 0 245 0 0 142 213 8 0 2 0 33 0 4 983 NL NT NR NU NR2 SL ST SR SU EL ET ER EU WL WT WR WU WU2 TOTAL TOTAL VOLUMES : 0 4772 31 0 0 0 2902 0 0 1152 2089 56 0 31 0 353 0 45 11431 APPROACH %'s : 0.00% 99.35% 0.65% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 34.94% 63.36% 1.70% 0.00% 7.23% 0.00% 82.28% 0.00% 10.49% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 2178 1 0 0 0 1284 0 0 523 812 2 0 2 0 162 0 20 4984 PEAK HR FACTOR : 0.000 0.899 0.250 0.000 0.000 0.000 0.894 0.000 0.000 0.889 0.886 0.250 0.000 0.250 0.000 0.844 0.000 0.833 Headers NBL NBT NBR NBU NBR2 SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU WBU2 0 4 0 0 0 0 3 1 0 2 2 2 0 0 0 2 0 0
NL NT NR NU NR2 SL ST SR SU EL ET ER EU WL WT WR WU WU2 TOTAL 4:00 PM 0 727 5 0 0 0 302 0 0 326 53 4 0 0 0 134 0 6 1557 4:15 PM 0 727 18 0 0 0 414 0 0 341 48 9 0 2 0 155 0 9 1723 4:30 PM 0 748 18 0 0 0 417 0 0 434 46 23 0 2 0 189 0 11 1888 4:45 PM 0 723 5 0 0 0 443 0 0 380 46 33 0 6 0 191 0 5 1832 5:00 PM 0 1038 0 0 0 0 428 0 0 372 33 33 0 2 0 222 0 14 2142 5:15 PM 0 585 3 0 0 0 503 0 0 346 31 14 0 0 0 166 0 10 1658 5:30 PM 0 629 2 0 0 0 371 0 0 306 54 6 0 2 0 113 0 13 1496 5:45 PM 0 607 3 0 0 0 413 0 0 254 74 5 0 1 0 95 0 12 1464 6:00 PM 0 532 7 0 0 0 296 0 0 214 64 2 0 0 3 106 0 27 1251 6:15 PM 0 455 8 0 0 0 497 0 0 197 34 0 0 0 0 81 0 20 1292 6:30 PM 0 499 11 0 0 0 406 0 0 219 38 0 0 0 0 60 0 14 1247 6:45 PM 2 527 17 0 0 0 299 0 0 288 56 0 0 6 0 44 0 9 1248 NL NT NR NU NR2 SL ST SR SU EL ET ER EU WL WT WR WU WU2 TOTAL TOTAL VOLUMES : 2 7797 97 0 0 0 4789 0 0 3677 577 129 0 21 3 1556 0 150 18798 APPROACH %'s : 0.03% 98.75% 1.23% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 83.89% 13.16% 2.94% 0.00% 1.21% 0.17% 89.94% 0.00% 8.67% PEAK HR : 04:15 PM 290 0 0 TOTAL
PEAK HR VOL : 0 2353 15 0 0 0 1583 0 0 1120 223 27 0 3 3 480 0 62 5869 PEAK HR FACTOR : 0.000 0.935 0.536 0.000 0.000 0.000 0.787 0.000 0.000 0.809 0.753 0.482 0.000 0.375 0.250 0.723 0.000 0.574 0.885 0.938 0.787 0.876 0.778 PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
04:15 PM - 05:15 PM

0.906 0.899 0.894 0.926 0.868
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
07:30 AM - 08:30 AM
22-070003-006
1/11/2022
Streetlight Data - Totals
Zinfandel Dr Zinfandel Dr US-50 EB Ramps/Gold Center Dr US-50 EB Ramps/Gold Center Dr ITEM 21.1. ATTACHMENT 1

National Data & Surveying ServicesIntersection Turning Movement Count Location: Zinfandel Dr & US-50 WB Ramps
City: Rancho Cordova Project ID:

Control: Signalized Date:

NS/EW Streets:
0 3 1 0 0 2 1 0 0 0 0 0 2.5 0 1.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
6:00 AM 0 50 0 0 0 32 0 0 0 0 0 0 69 0 10 0 161
6:15 AM 0 56 0 0 0 62 0 0 0 0 0 0 69 0 17 0 204
6:30 AM 0 80 0 0 0 86 0 0 0 0 0 0 76 0 33 0 275
6:45 AM 0 113 0 0 0 68 0 0 0 0 0 0 95 0 36 0 312
7:00 AM 0 123 0 0 0 43 0 0 0 0 0 0 111 0 47 0 324
7:15 AM 0 123 0 0 0 64 0 0 0 0 0 0 239 0 46 0 472
7:30 AM 0 163 0 0 0 85 0 0 0 0 0 0 191 0 35 0 474
7:45 AM 0 322 0 0 0 103 0 0 0 0 0 0 233 0 50 0 708
8:00 AM 0 249 0 0 0 125 0 0 0 0 0 0 200 0 60 0 634
8:15 AM 0 184 0 0 0 140 0 0 0 0 0 0 159 0 52 0 535
8:30 AM 0 150 0 0 0 126 0 0 0 0 0 0 143 0 36 0 455
8:45 AM 0 179 0 0 0 96 0 0 0 0 0 0 132 0 29 0 436

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 1792 0 0 0 1030 0 0 0 0 0 0 1717 0 451 0 4990 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 79.20% 0.00% 20.80% 0.00% PEAK HR : 07:30 AM 39 0 0 TOTAL
PEAK HR VOL : 0 918 0 0 0 453 0 0 0 0 0 0 783 0 197 0 2351 PEAK HR FACTOR : 0.000 0.713 0.000 0.000 0.000 0.809 0.000 0.000 0.000 0.000 0.000 0.000 0.840 0.000 0.821 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 3 1 0 0 2 1 0 0 0 0 0 2.5 0 1.5 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 367 0 0 0 250 0 0 0 0 0 0 132 0 68 0 817
4:15 PM 0 424 0 0 0 216 0 0 0 0 0 0 102 0 79 0 821
4:30 PM 0 397 0 0 0 247 0 0 0 0 0 0 119 0 89 0 852
4:45 PM 0 417 0 0 0 212 0 0 0 0 0 0 138 0 98 0 865
5:00 PM 0 572 0 0 0 210 0 0 0 0 0 0 137 0 95 0 1014
5:15 PM 0 360 0 0 0 234 0 0 0 0 0 0 124 0 87 0 805
5:30 PM 0 358 0 0 0 245 0 0 0 0 0 0 115 0 88 0 806
5:45 PM 0 353 0 0 0 215 0 0 0 0 0 0 113 0 73 0 754
6:00 PM 0 294 0 0 0 201 0 0 0 0 0 0 124 0 88 0 707
6:15 PM 0 243 0 0 0 305 0 0 0 0 0 0 143 0 75 0 766
6:30 PM 0 312 0 0 0 251 0 0 0 0 0 0 116 0 59 0 738
6:45 PM 0 354 0 0 0 188 0 0 0 0 0 0 96 0 72 0 710

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 0 4451 0 0 0 2774 0 0 0 0 0 0 8680 0 971 0 16876 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 89.94% 0.00% 10.06% 0.00% PEAK HR : 04:15 PM 290 0 0 TOTAL
PEAK HR VOL : 0 1365 0 0 0 895 0 0 0 0 0 0 476 0 336 0 3072 PEAK HR FACTOR : 0.000 0.948 0.000 0.000 0.000 0.913 0.000 0.000 0.000 0.000 0.000 0.000 0.960 0.000 0.955 0.000 07:30 AM - 08:30 AM
22-070003-007
1/11/2022
Streetlight Data - Totals
Zinfandel Dr Zinfandel Dr US-50 WB Ramps US-50 WB Ramps AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.830 0.713 0.809 0.866
04:15 PM - 05:15 PM
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.953 0.948 0.913 0.958
ITEM 21.1. ATTACHMENT 1

Appendix H

NCHRP-684 Internal Capture Data Sheets
ITEM 21.1. ATTACHMENT 1

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 - 1,000 Sq Ft 0 0 0
Retail - 1,000 Sq Ft 0 0 0
Restaurant 9 1,000 Sq Ft 81 45 36
Cinema/Entertainment - Screen(s) 0 0 0
Residential 417 Dwelling Unit(s) 172 41 131
Hotel - Room(s) 0 0 0
All Other Land Uses2
- 0 0 0 0
253 86 167
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 1 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 9 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 253 86 167 Office N/A N/A
Internal Capture Percentage 8% 12% 6% Retail N/A N/A
Restaurant 20% 3%
External Vehicle-Trips5 233 76 157 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 2% 7%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 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. 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. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-A: Internal Person-Trip Origin-Destination Matrix* Origin (From)
Destination (To)
Cinema/Entertainment
0 Origin (From)
Destination (To)
Cinema/Entertainment
SD
AM Street Peak Hour 5/10/2022
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use
Development Data (For Information Only ) Estimated Vehicle-Trips3 Table 2-A: Mode Split and Vehicle Occupancy Estimates
Land Use
Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Opening Year plus Project 1/10/2022
NCHRP 684 Internal Trip Capture Estimation Tool
Residences at Capital Center Kimley-Horn and Associates, Inc.

Rancho Cordova, CA AB
ITEM 21.1. ATTACHMENT 1

Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 0 0 1.00 0 0
Restaurant 1.00 45 45 1.00 36 36
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 41 41 1.00 130.71 131
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 11 5 1 1
Cinema/Entertainment 0 0 0 0 0
Residential 3 1 26 0
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 0 10 0 0
Retail 0 23 1 0
Restaurant 0 0 2 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 9 0
Hotel 0 0 3 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 0 0 0 0 0 0
Restaurant 9 36 45 36 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 1 40 41 40 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 0 0 0 0 0 0
Restaurant 1 35 36 35 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 9 122 131 122 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 0 0 0 0 0 0
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2Person-Trips
3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number.

Table 9-A (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
Person-Trip Estimates External Trips by Mode*
Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* 0 0
0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) Destination (To)
Cinema/Entertainment
0 0
0 0
0 Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use
Table 7-A (D): Entering Trips Table 7-A (O): Exiting Trips Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From) Destination (To)
Cinema/Entertainment
0 0
Residences at Capital Center
AM Street Peak Hour
ITEM 21.1. ATTACHMENT 1

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 - 1,000 Sq Ft 0 0 0
Retail - 1,000 Sq Ft 0 0 0
Restaurant 9 1,000 Sq Ft 77 47 30
Cinema/Entertainment - Screen(s) 0 0 0
Residential 417 Dwelling Unit(s) 191 118 73
Hotel - Room(s) 0 0 0
All Other Land Uses2
- 0 0 0 0
268 165 103
Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0%
Retail 1.00 0% 0% 1.00 0% 0%
Restaurant 1.00 0% 0% 1.00 0% 0%
Cinema/Entertainment 1.00 0% 0% 1.00 0% 0%
Residential 1.00 0% 0% 1.00 0% 0%
Hotel 1.00 0% 0% 1.00 0% 0%
All Other Land Uses2 1.00 0% 0% 1.00 0% 0%
Office Retail Restaurant Residential Hotel
Office
Retail
Restaurant
Cinema/Entertainment
Residential
Hotel
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 0 0 5 0
Cinema/Entertainment 0 0 0 0 0
Residential 0 0 7 0
Hotel 0 0 0 0
Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 268 165 103 Office N/A N/A
Internal Capture Percentage 9% 7% 12% Retail N/A N/A
Restaurant 15% 17%
External Vehicle-Trips5 244 153 91 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 4% 10%
External Non-Motorized Trips6 0 0 0 Hotel N/A N/A
6Person-Trips
*Indicates computation that has been rounded to the nearest whole number.

Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 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. 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ).

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 0 0
0 0
Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)
Destination (To)
Cinema/Entertainment
0 Origin (From)
Destination (To)
Cinema/Entertainment
SD
PM Street Peak Hour 5/10/2022
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
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Opening Year plus Project 1/10/2022
NCHRP 684 Internal Trip Capture Estimation Tool
Residences at Capital Center Kimley-Horn and Associates, Inc.

Rancho Cordova, CA AB
ITEM 21.1. ATTACHMENT 1

Project Name:

Analysis Period:

Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0
Retail 1.00 0 0 1.00 0 0
Restaurant 1.00 47 47 1.00 30 30
Cinema/Entertainment 1.00 0 0 1.00 0 0
Residential 1.00 118 118 1.00 72.6 73
Hotel 1.00 0 0 1.00 0 0
Office Retail Restaurant Residential Hotel
Office 0 0 0 0
Retail 0 0 0 0
Restaurant 1 12 5 2
Cinema/Entertainment 0 0 0 0 0
Residential 3 31 15 2
Hotel 0 0 0 0
Office Retail Restaurant Residential Hotel
Office 0 1 5 0
Retail 0 14 54 0
Restaurant 0 0 19 0
Cinema/Entertainment 0 0 1 5 0
Residential 0 0 7 0
Hotel 0 0 2 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 0 0 0 0 0 0
Restaurant 7 40 47 40 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 5 113 118 113 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1
Transit2 Non-Motorized2
Office 0 0 0 0 0 0
Retail 0 0 0 0 0 0
Restaurant 5 25 30 25 0 0
Cinema/Entertainment 0 0 0 0 0 0
Residential 7 66 73 66 0 0
Hotel 0 0 0 0 0 0
All Other Land Uses3 0 0 0 0 0 0
*Indicates computation that has been rounded to the nearest whole number.

Origin Land Use
Person-Trip Estimates External Trips by Mode*
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2Person-Trips
3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) 0 0
0 0
0 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use
Person-Trip Estimates External Trips by Mode*
Origin (From)
Destination (To)
Cinema/Entertainment
Origin (From)
Destination (To)
Cinema/Entertainment
0 0
2 0
0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use
Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Residences at Capital Center
PM Street Peak Hour
ITEM 21.1. ATTACHMENT 1

ITEM 21.1. ATTACHMENT 2
Resolution No. XX-2022 Page 1 of 3

CITY OF RANCHO CORDOVA
CITY COUNCIL RESOLUTION NO. XX-2022

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA,

STATE OF CALIFORNIA, ADOPTING A MITIGATED NEGATIVE DECLARATION AND

APPROVING A MAJOR DESIGN REVIEW FOR THE RESIDENCES AT CAPITAL CENTER PROJECT NO. PLND-1221-0024
WHEREAS, Cole Partners., LLC, (hereinafter referred to as Applicant) filed an application with the City of Rancho Cordova for a Major Design Review approval for The Residences at Capital Center; and
WHEREAS, the City Council is the appropriate authority to hear and take action on this project; and
WHEREAS, the project is located at Kilgore Road between International Drive and White Rock Road and includes designs for a 177-unit Townhome development with small commercial component, as well as a 240-unit multi-family development; and WHEREAS, an Initial Study/Mitigated Negative Declaration was prepared and circulated for the project in accordance with the California Environmental Quality Act (CEQA)(Public Resource Code Section 2100 et. seq.) and the State CEQA Guidelines (California Code of Regulations Section 15000 et. Seq.);
WHEREAS, the City Council of the City of Rancho Cordova has conducted a properly noticed public hearing pursuant to Government Code section 65090 and has duly considered all written and verbal testimony presented during the hearing.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA HEREBY RESOLVES AS FOLLOWS:

1. The CEQA exemption found in California Code of Regulation Title 14, section 15183 (Consistent with the Community Plan, General Plan or Zoning) is an adequate exemption according to the Guidelines of the California Environmental Quality Act.

A. Finding: The project has been analyzed in accordance with the California Environmental Quality Act (CEQA)(Public Resource Code Section 2100 et. seq.) and the State CEQA Guidelines (California Code of Regulations Section 15000 et. Seq.), Evidence: In accordance with the California Environmental Quality Act (CEQA)(Public Resource Code Section 2100 et. seq.) and the State CEQA Guidelines (California Code of Regulations Section 15000 et. Seq.), a Draft Initial Study/Mitigated negative Declaration (IS/MND) was prepared and circulated for the required 30-day review period, which ended on October 10, 2022. Areas identified in the Draft IS/MND that required mitigation measures (Exhibit C) to avoid significant effects on the environment include Biological Resources, Cultural and Tribal Cultural Resources, and Tribal Cultural Resources
During the public review period, six comment letters and/or emails on the Draft IS/MND were received from outside agencies and interested parties. As a result of comments received on the Draft IS/MND, minor revisions were made to the Draft IS/MND, however

ITEM 21.1. ATTACHMENT 2
Resolution No. XX-2022 Page 2 of 3
there were no substantial revisions that would require recirculation of the document. The revisions proposed in the Final MND do not meet the criteria for recirculation provided in Section 15073.5(c) of the CEQA Guidelines, nor were project revisions required based upon the comments received.

2. Approval of the Major Design Review, subject to the Design Review Package (Exhibit A) and the Conditions of Approval (Exhibit B) must provide sufficient evidence for the Findings required by Zoning Code Section 23.141.070. Findings and supportive evidence are shown below:

A. Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.

Evidence: The design review is consistent with the objectives of both the Office Mixed Use (OMU) General Plan designation as well as the Office Professional Mixed Use (OPMU) zoning designation. Both designations encourage the integration of commercial and/or residential use in conjunction with an office use. The proposed project would add a large residential development with a small commercial component to the area which already includes a building with over 100,000 SF of office space as well as a recreational soccer field. This will create a combination of uses within close proximity that is consistent with the objective of the General Plan and Zoning Code and a design that is consistent with applicable Rancho Cordova Design Guidelines.

B. Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.

Evidence: The project proposes modern architecture with a variety of on-site amenities that are suitable for the proposed use and accommodate future residents of the property.

The project also includes significant landscaping that benefits the visual streetscape of the site and encourages walkability, as well as a High Intensity Activated Crosswalk (HAWK) that will provide a safe mid-block crossing on Kilgore Road for all residents, enhancing the character as well as the safety of the surrounding neighborhood.

C. Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.

Evidence: The project proposes two- and three-story buildings throughout the site with an overall modern-contemporary design, consistent with the design of adjacent office buildings and other structures within the OPMU zoning designation. The project utilizes materials, colors, and textures that are compatible with other existing and anticipated buildings in the area. The project must also adhere to all applicable regulations regarding outdoor lighting, signage, and screening as described within the Rancho Cordova Municipal Code.

ITEM 21.1. ATTACHMENT 2
Resolution No. XX-2022 Page 3 of 3
D. Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.

Evidence: The project encourages walkability through pedestrian connections both onsite and off-site of the property while also providing appropriate vehicular access and more than adequate on-site parking. In addition to enhanced circulation for residents, the project also provides three additional Emergency Vehicle Access (EVA) points to ensure that there is available ingress and egress points in case of an emergency.

PASSED AND ADOPTED by the City Council of the City of Rancho Cordova on the 5th day of December 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________
Donald Terry, Mayor
ATTEST:

Stacy Leitner, CMC
City Clerk

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THE RESIDENCES AT CAPITAL CENTER

TOWNHOMES AND MULTI-FAMILY
March 15, 2022

PROJECT DESCRIPTION

PROJECT OVERVIEW
Cole Partners Development Company and The Grupe Company are pleased to submit this development application to the City of Rancho Cordova Development Services Team (DST) on behalf of Property Owner, GGC Hwy 50, LLC, and its development affiliate, GGC Project Ventures, LLC. GGC Project Ventures is inclusive of principals from the following organizations:
• Cole Partners Development Company of Sacramento (www.colepartners.com), which include the principals that developed Zinfandel at Capital Center, comprising of 1.1 million square feet of office space in Rancho Cordova
(www.colepartners.com/zinfandel-at-capital-center/),and a number of other notable developments throughout the Sacramento region.
• The Grupe Company of Stockton (www.grupe.com), one of the Central Valley’s most prolific housing and multi-family developers.
• Guardian Capital of Carlsbad (www.guardian-capital.com), one of the most historically and currently active private equity investors and developers in the Western Region.

The Residences at Capital Center (the “Project”) is envisioned as a modern mixed-use infill residential development with a destination commercial-retail component, promoting the ideals of “live, work and play” within Rancho Cordova’s Capital Center – the commercial heart of the city, and the second largest office submarket in the region. The project sits on an approximately 23-acre site in Capital Center, south of the San Juan Soccer Club complex, in the northeast quadrant of Kilgore Road and International Drive.

The residential component is conceptualized as two separate residential projects acting as one community. The northern portion of the Project, adjacent to the San Juan Soccer Club, is proposed to include 177-units of contemporary two- and three-story townhomes for rent. The southern portion of the Project would include a Class A, 240-unit multi-family development. The contemporary look and feel of each of the two parts of the community, as well as thoughtfully planned landscaping, are intended to complement the existing office park and surroundings. A green space is planned at the center of the community, and wide pedestrian pathways and paseos will wind throughout the Project. Access at the south side of the Project to the City’s pedestrian sidewalk system will tie into the existing Folsom South Canal bike path to the east (providing cyclists access to the American River Bike Trail and Lake Natoma to the north, and terminating at Cosumnes River to the south). A proposed pedestrian crosswalk on Kilgore Road would provide access to a City-contemplated pathway that would lead to Capital Village in the future.

ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

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The commercial-retail component of the project is situated on Kilgore Road, adjacent to the townhomes and south of the San Juan Soccer Club complex. This is envisioned to be a community oriented open-air food and beer garden concept; a place where patrons of all ages to enjoy food and drinks in a comfortable and relaxed outdoor space. This concept is intended as a draw for a wide range of people who live, work and recreate in the area. Although it will offer ample parking, the commercial site will also be easily accessed by pedestrian walkways and bike paths, encouraging alternative forms of transportation.

PROJECT OBJECTIVES
• Develop a high-quality walkable rental community on an infill site at Capital Center. • Design a community that is complementary in look and feel to the existing office park through attractive modern architectural design and landscaping. • Provide an open-air, community-oriented commercial space proximate to the proposed residential but also the existing office park and soccer facilities. • Provide more diverse rental housing opportunities in an infill location that is proximate to prominent employment and retail nodes that promotes walking and cycling as alternatives to driving, as well as a “live-work-play” environment.
• Take advantage of pedestrian and cycling connectivity opportunities through improved utilization of existing Rancho Cordova infrastructure. Promote increased cycling and between the Project and nearby amenities, shopping at Capital Village, office buildings at Capital Center and Prospect Park, and the Folsom South Canal Recreational Trail.

BACKGROUND
The principals of Cole Partners developed approximately 1.1 million square feet of office product at Capital Center between the mid-1990s through 2003. (www.colepartners.com/zinfandel-at-capitalcenter/) Since that time, Cole Partners has sought to develop additional office or medical office on its remaining ~28 acres at the intersection of International Drive and Kilgore Road. However, during that time, which included two market cycles, it has become evident that our market has gone through a paradigm shift. Today it is clear that the need for housing in Rancho Cordova and the greater Sacramento region far outstrips the demand for new office buildings. In fact, it has been nearly 15 years since a new privately developed office building was completed in Rancho Cordova (at Mather), and nearly 12 years since the principals at Cole Partners last delivered new office buildings on the Highway 50 Corridor (Waste Connections (now SAFE Credit Union) and Numonyx (now Micron Technology), both in Folsom). For those familiar with our region’s office market, it is not surprising that those two buildings were the last two privately developed larger suburban office buildings completed along the Highway 50 Corridor.

The Highway 50 Corridor, of which Rancho Cordova is a critical part, is the region’s second largest office submarket behind downtown Sacramento based on existing office space square footage – ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

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making Rancho Cordova one of the area’s top employment centers. However, reflective of the greater Sacramento market, the Highway 50 Corridor has been experiencing negative absorption and has the highest vacancy rate of any of the major submarkets at 14.5% according to real estate brokerage, Newmark. According to both CoStar and Newmark, the Sacramento market experienced 700,000 square feet of net negative absorption in 1Q 2021 – the worst quarter in 15 years. The largest move-out was by Phillips (formerly Volcano) located in Prospect Park. Also of concern, we know and/or understand other large companies and government agencies are likely to consolidate or shrink their presence in the submarket, to include Delta Dental, VSP, the State of California and others. At the same time (on a positive note) in recent years, we have seen some new tenants backfill and retrofit existing space in the submarket because it is generally far more cost effective than building new; prime examples include Blue Shield of California (at 3300 Zinfandel) and UC Davis Health (on White Rock Road).

But while the demand for newly developed office product has dropped steeply, the need for new and more diverse types of housing has risen dramatically. And we believe those two trends are intertwined relative to the future health of Rancho Cordova’s office market.

In today’s market and going forward, we strongly believe great housing will play a critical role in the vitality of top employment centers such as Rancho Cordova, and will help the City both attract and retain its top employers. Why? Because housing is a key factor for both employers and employees and their families who contemplate moving into and/or staying in certain locations.

The Residences at Capital Center is designed in large part to address the types of housing options employers and employees and their families are seeking today: A smartly designed and highly amenitized modern housing development situated in a prime infill and walkable location – the heart of Capital Center.

SITE DETAILS
The proposed Project is located on an approximately 22-acre site, east of Kilgore Road, and north of International Drive in the City of Rancho Cordova, CA (APNs 072-0260-051, -054, -056; 072-0680- 065, -068). The proposed Project will have a total of 417 units comprised of 240 multifamily units, 177 townhome rental units, and approximately 4,500 square feet of commercial. The overall Project will have a parking ratio of 2.20 stalls per unit.

The multi-family portion of the community is located on ±9 acres immediately east of the existing Delta Dental building at the northeast corner of Kilgore Road and International Drive. This site would include a ±7,000 square foot, two-story clubhouse with pool and fitness center. Outdoor amenity areas would include a dog park, barbeque, and lounge areas. The clubhouse will feature a large deck area that runs contiguous to a pool and a large community lawn area for residents to congregate and socialize. There will be nine (9), 3-story garden style walk- up apartment buildings for a total of 240 units.

The townhomes portion of the community is located on ±12 acres just south of the San Juan Soccer Club complex on the northern portion of the Project site. This will include 149 three-story townhome units and 28 two-story townhome units. Each unit will include a two-car garage. Depending on the unit type, each of the three-story units will feature large patios, or lanais, located either off the kitchen or great room, or the master bedroom. Meanwhile, the two-story units will offer residents ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

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enclosed backyards with wood fences. The townhomes portion of the community will also have a ±7,000 square foot single-story clubhouse with pool and fitness center. Outdoor amenity areas would include a pool/spa, children’s playground, dog park, and barbeque and lounge areas.

The conceptualized commercial component is envisioned as a predominantly open-air space. It would be located on ±1 acres on the northwest corner of the Project site, and would be accessible by motor vehicles via the shared access drive with San Juan Soccer. The proposed commercial would have approximately ±4,500 square feet of building area with ±8,800 square feet of outdoor area. The planned open space is designed to buffer the townhomes’ clubhouse parking lot from the commercial.

ARCHITECTURE
The architectural style is modern-contemporary designed to bring a fresh modern look and feel to Rancho Cordova. Building materials will consist of stucco, dark metals, and wood tiling. The white stucco is to give a modern look while the wood tiling complements the surrounding landscaping.

VEHICLE ACCESS
Primary vehicle access to the Project will be from three points off Kilgore Road. The entrance for the commercial portion will use the existing drive to the San Juan Soccer Club to the North. The entrance to the townhomes will be through a grand promenade entrance south of the commercial portion. Access to the multi-family project will be through the tree-lined Crawford Drive, an existing private road located just north of the Delta Dental building on the NEC of Kilgore and International.

The Project will have an EVA located on north side of Crawford Drive just east of Kilgore, and another EVA located on International Drive just east of the Delta Dental building.

PEDESTRIAN & BICYCLE CIRCULATION
A major consideration of the site layout was providing pedestrian connectivity within the Project and to the surrounding office buildings, soccer facility, trails and nearby retail at Capital Village. The northern most portion of the townhome and commercial site includes a walking path that circulates through the entire Project site. At the south end of the site, access to the City’s sidewalk system on International Drive leads to the existing bike path along the Folsom South Canal. A proposed pedestrian crosswalk on Kilgore Road would provide a possible connection to a City-contemplated pathway to Capital Village, terminating at the retail center.

LANDSCAPING
The proposed landscape for the Project has been designed to complement the various walking and biking paths throughout the Project. The landscape will be mindfully selected to enhance the earth toned architecture. The terrace walks between the townhomes will provide green space as residents walk through the project. The promenade entrance and various green spaces have been designed with space for enhanced landscaping.

ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

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LOT LINE ADJUSTMENT
The proposed project will prepare a lot line adjustment, under a separate application, to reconfigure the existing four parcels to create individual parcels for the apartment project, townhomes project, commercial project, and clubhouse area for the townhome project. The apartment parcel would be approximately 9 acres, the townhomes would be 10 acres, the commercial project would be 1 acre and the clubhouse for the townhomes another 2 acres.

EASEMENTS
There are two easements that will need to be quitclaimed as part of the project. One is an old 10’ SMUD easement off Kilgore Road and the second one is an old 15’ sewer easement off of International Road. Both are not needed for this development and impede the proposed project.

ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 THE RESIDENCES AT CAPITAL CENTER RANCHO CORDOVA, CA SHEET INDEX A0.00 - COVER A0.01 - OVERALL SITE PLAN A0.02 - SITE PLAN - APARTMENTS A0.03 - SITE PLAN - TOWNHOMES A0.04 - OVERALL CIRCULATION PLAN A0.05 - OVERALL SITE VIGNETTES A0.06 - SITE VIGNETTES A0.10 - PROJECT SUMMARY- TOWNHOMES A0.11 - PROJECT SUMMARY - APARTMENTS A1.00 - SITE PLAN - COMMERCIAL BEER GARDEN APARTMENTS A1.10 - BUILDING A1 24 PLEX - EXTERIOR ELEVATIONS A1.11 - BUILDING A1 24 PLEX - EXTERIOR ELEVATIONS A1.12 - BUILDING A1 24 PLEX - FLOOR PLANS A1.13 - BUILDING A1 24 PLEX - ROOF PLAN A1.14 - BUILDING A1 24 PLEX - SECTIONS A1.20 - BUILDING A2 36 PLEX - EXTERIOR ELEATIONS A1.21 - BUILDING A2 36 PLEX - EXTERIOR ELEVATIONS A1.22 - BUILDING A2 36 PLEX - FLOOR PLANS A1.23 - BUILDING A2 36 PLEX - ROOF PLAN A1.24 - BUILDING A2 36 PLEX - SECTIONS A1.30 - APARTMENTS - ENLARGED UNIT PLAN A1.50 - APARTMENT CLUBHOUSE - FLOOR PLAN A1.51 - APARTMENT CLUBHOUSE - ROOF PLAN & SECTIONS A1.52 - APARTMENT CLUBHOUSE - ELEVATIONS A1.53 - APARTMENT CLUBHOUSE - ELEVATIONS A1.54 - APARTMENT CLUBHOUSE - VIGNETTES TOWNHOMES A2.10 - TOWNHOMES B1 3 PLEX - EXTERIOR ELEVATIONS A2.11 - TOWNHOMES B1 3 PLEX - FLOOR PLANS A2.12 - TOWNHOMES B1 3 PLEX - ROOF PLAN / SECTIONS A2.14 - TOWNHOMES B2 5 PLEX - EXTERIOR ELEVATIONS A2.15 - TOWNHOMES B2 5 PLEX - FLOOR PLANS A2.16 - TOWNHOMES B2 5 PLEX - ROOF PLAN / SECTIONS A2.18 - TOWNHOMES B3 6 PLEX - EXTERIOR ELEV. A2.19 - TOWNHOMES B3 6 PLEX - FLOOR PLANS A2.20 - TOWNHOMES B3 6 PLEX - ROOF PLANS A2.21 - TOWNHOMES B3 6 PLEX - SECTIONS A2.22 - TOWNHOMES B1 - ENLARGED UNIT PLANS A2.23 - TOWNHOMES B2 - ENLARGED UNIT PLANS A2.24 - TOWNHOMES B3 - ENLARGED UNIT PLANS A3.10 - TOWNHOMES C1 - 3 PLEX - EXTERIOR ELEV. A3.11 - TOWNHOMES C1 - 3 PLEX - FLOOR PLANS A3.12 - TOWNHOMES C1 - 3 PLEX - SECTION & ROOF PLAN A3.13 - TOWNHOMES C2 - 4 PLEX - EXTERIOR ELEV. A3.14 - TOWNHOMES C2 - 4 PLEX - FLOOR PLANS A3.15 - TOWNHOMES C2 - 4 PLEX - SECTION & ROOF PLAN A3.16 - TOWNHOMES C3 5 PLEX - EXTERIOR ELEV. A3.17 - TOWNHOMES C3 5 PLEX - FLOOR PLANS A3.18 - TOWNHOMES C3 5 PLEX - FLOOR & ROOF PLAN A3.19 - TOWNHOMES C3 5 PLEX - SECTIONS A3.20 - TOWNHOMES C4 6 PLEX - EXTERIOR ELEV. A3.21 - TOWNHOMES C4 6 PLEX - EXTERIOR ELEV. A3.22 - TOWNHOMES C4 6 PLEX - FLOOR PLANS A3.23 - TOWNHOMES C4 6 PLEX - FLOOR & ROOF PLAN A3.24 - TOWNHOMES C4 6 PLEX - SECTIONS A3.25 - TOWNHOMES C5 7 PLEX - EXTERIOR ELEV. A3.26 - TOWNHOMES C5 7 PLEX - EXTERIOR ELEV. A3.27 - TOWNHOMES C5 7 PLEX - FLOOR PLANS A3.28 - TOWNHOMES C5 7 PLEX - FLOOR & ROOF PLAN A3.29 - TOWNHOMES C5 7 PLEX - SECTIONS A3.30 - TOWNHOMES C6 8 PLEX - EXTERIOR ELEV. A3.31 - TOWNHOMES C6 8 PLEX - EXTERIOR ELEV. A3.32 - TOWNHOMES C6 8 PLEX - FLOOR PLANS A3.33 - TOWNHOMES C6 8 PLEX - FLOOR PLAN & ROOF PLAN A3.34 - TOWNHOMES C6 8 PLEX - SECTIONS A3.35 - TOWNHOMES C1 - ENLARGED UNIT PLANS A3.36 - TOWNHOMES C1 - ENLARGED UNIT PLANS A3.37 - TOWNHOMES C1 - ENLARGED UNIT PLANS A3.38 - TOWNHOMES VIGNETTES A4.00 - TOWNHOMES CLUBHOUSE - FLOOR PLAN A4.01 - TOWNHOMES CLUBHOUSE - ROOF PLAN & SECTIONS A4.02 - TOWNHOMES CLUBHOUSE - ELEVATIONS A4.03 - TOWNHOMES CLUBHOUSE - ELEVATIONS A4.04 - TOWNHOMES CLUBHOUSE - VIGNETTES A5.01 - SITE DETAILS - CARPORT A5.02 - SITE DETAILS - TRASH ENCLOSURE A5.03 - MATERIALS AND COLOR BOARD A5.04 - MATERIALS AND COLOR BOARD A5.05 - MATERIALS AND COLOR BOARD COVER SHEET A0.00 ARCHITECT BSB DESIGN 11211 GOLD COUNTRY BLVD. UNIT 101 GOLD RIVER, CA 95670 CONTACT: MAL MONTOYA PHONE: 916-550-9723 EMAIL: [email protected] PROJECT TEAM COLE PARTNERS ROB COLE COLE PARTNERS O: +1.916.273.4020 M: +1.916.813.6537 [email protected] GRUPE JEREMY S. WHITE , COO THE GRUPE COMPANY 3255 WEST MARCH LANE , SUITE 400 STOCKTON CA 95219 [email protected] office: 209-473-6068 A0.04 - OVERALL CIRCULATION PLAN A0.05 - OVERALL SITE VIGNETTES A0.06 - SITE VIGNETTES A0.10 - PROJECT SUMMARY- TOWNHOMES A0.11 - PROJECT SUMMARY - APARTMENTS A0.04A - ADJACENCY CIRCULATION PLAN February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

A1
A1 A1
B1 B1 B1-alt
B1-alt
A1
A1
A1 A1
B1 B1 B1-alt
B1-alt
A1 26.0' 10.0' 26.0' TOT-LOT 21.0'
A1
A1
A1
B1 B1 B1-alt
B1-alt
A1 9.9' 24.0' 24.9' 24.0' 24.0' 36.0' 24.9' 26.0' 26.0' 26.0' 26.0' 26.0' 24.0' OPEN SPACE A1 A1 A1 B1 B1 B1-alt B1-alt A1 B1-alt B1 B1-alt A1 A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1A1
A1
B1
B1
B1-alt B1-alt
A1
Multi-purpose Lawn
A1
A1 A1
B1 B1 B1-alt
B1-alt
A1
B1 B1-alt
B1-alt
A1
.ILGORE ROAD A1 A1 A1 B1-alt B1 B1 B1-alt A1
A1
A1
A1
B1
B1
B1-alt
B1-alt
A1 44.5' 26.0' 30.0' 30.0' (a) (a) (a) (a) R50.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' LAP POOL Spa 30.0' 30.0' PARKING EVA EVA EVA EXISTING COMMERCIAL BUILDING

SOUTH FOLSOM CANAL
CRAWFORD DRIVE PROPERTY LINE 7
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/// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's
Fitness/Cardio
Yoga
Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor up
up
Sto.

Lounge/Dining
Outdoor Fitness
Elev.

Men's
Pool Equipt.

Elect. FR
open to above

C C C C C C C
C

X X X X X X X X X X X X X X X X X

X X X X X X X X
X
X X
X
X
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X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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X
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X FUTURE BUILDING 4,999± SF AND OUTDOOR AREA 8,800± SF

EV EV EV EV EV EV
CAV CLUB HOUSE APARTMENTS CLUB HOUSE TOWNHOMES THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 North 0 120'
Scale: 1" = 60' (on 24x36 sheet)
60' 240' A0.01 PROJECT SUMMARY SITE GROSS AREA +/-22.811 ac GRAND TOTAL UNITS 417 units DENSITY +/-18.28 du/ac GRAND TOTAL PARKING 939 spaces PARKING RATIO +/- 2.25 FUTURE INDOOR-OUTDOOR RESTAURANT WITH PATIO AND YARD 0.925 ac COMMERCIAL PARKING 52 spaces TOWNHOMES SUMMARY TOTAL UNITS 177 units GARAGES 354 spaces SURFACE PARKING 103 spaces TOTAL PARKING 457 spaces RATIO +/- 2.58 APARTMENT SUMMARY TOTAL UNITS 240 units CARPORT 240 spaces SURFACE PARKING 190 spaces TOTAL PARKING 430 spaces RATIO +/- 1.79 Apartments Main Entry 910 Apartments +/-8.769 ac 27.369 du/ac 240 units 24plex & 36plex

1.79 parking ratio 11 Apartments Clubhouse
Leasing office Fitness +/- 7,400 sf.
2 story 12 Emergency Vehicular Access 1314 Apartments - Bldg A 24plex 3 Story 13 Apartments - Bldg B 36 plex 3 Story 13 13 13 13 14 13 14 13 Fire Access Lanes with NO PARKING FIRE LANE painted on red curb 2 Promenade Entrance3 Club House Entry
4 Townhomes Clubhouse Leasing Office
+/- 7,200 sf.
1 Story
Fitness, Pool, Spa
5 Future Indoor-Outdoor Restaurant with Patio and Yard +/- 1.083 ac +/- 4,999 sf Building Coverage+/- 8,800 sf Outdoor Seating 6 Townhomes
+/-12.96 ac13.65 du/ac177 Units Front loaded & Rear loaded

2.58 Parking Ratio
7 8 Open Space Internal Pedestrian
Walkway
6 6
9 4
3 2
5 7 Decorative Steel Fence Decorative Steel Fence 12 12 (E) Decorative Steel Fence To Remain Wood Privacy Fence CMU Retaining Wall 12 Decorative Steel Fence With Pedestrain Gate 8 50/50 CMU & Decorative Steel Fence Pedestrian Gate 8 OVERALL SITE PLAN OVERALL SITE PLAN 11 10 NOTE: Fire apparatus access roads shall be designed & maintained to support the imposed live load of 80,000 lbs, with a max. axle load of 31,000 lbs, & meet Public Works Standards for roadways. A report, prepared by a registered geotechnical engineer, verifying the ability of the road to bear therequired minimum weight, shall be submitted with any plan indicating construction of roadway. Verification of constructed roadway shall be provided by a registered geotechnical engineer prior to final of the project. 1 1
1 1
8 1.083
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

A1 A1
A1 B1
B1
B1-alt B1-alt
A1
A1A1
A1
B1
B1
B1-alt B1-alt
A1

26.0'

10.0'

21.0'
A1A1
A1
B1
B1
B1-alt B1-alt
A1

9.9'
A1
A1 A1
B1 B1 B1-alt
B1-alt A1
B1-alt B1
B1-alt A1
A1
A1 A1
B1-alt B1 B1
B1-alt
A1
A1
A1 A1
B1 B1 B1-alt
A1 B1-alt
A1
A1
A1
B1
B1
B1-alt
B1-alt
A1
B1
B1-alt
B1-alt
A1
A1
A1 A1
B1-alt B1 B1
B1-alt
A1
A1
A1 A1
B1 B1 B1-alt
B1-alt A1

44.5'

26.0'

30.0'

30.0'

30.0' 30.0'

30.0'

30.0'

30.0'

30.0'

30.0'

30.0'

30.0'

30.0'
EVA
EVA
/// /// ///
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///
///
///
///
///
///
///
///
///
///
/// ///
/// /// ///
/// /// ///
Women's Fitness/Cardio
Yoga
Mail/Parcel
Leasing
Office
Bike Sorage Maint./Sto.

Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness Elev. Men's
Pool Equipt. Elect. FR
open to above

C C C C C C C
C
X X
X
X
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C
6 2
7 2 2
8 8
4 7
7 2
A1
A1 A1
B1 B1 B1-alt
B1-alt A1 A1 A1 A1
B1 B1 B1-alt
B1-alt
A1

26.0'

10.0'

26.0'

TOT-LOT

21.0'
A1
A1 A1 B1 B1 B1-alt
B1-alt A1

9.9'

24.0' 24.9'

24.0'

24.0' 36.0'

24.9' 26.0' 26.0' 26.0' 26.0'

26.0'

24.0'
OPEN
SPACE
A1
A1 A1
B1 B1 B1-alt
B1-alt
A1
B1-alt B1
B1-alt
A1
A1
A1 A1
B1-alt B1 B1
B1-alt
A1
A1
A1 A1
B1 B1 B1-alt
B1-alt
A1
Multi-purpose
Lawn A1
A1 A1
B1 B1 B1-alt
B1-alt A1 B1 B1-alt
B1-alt
A1

FUTURE COMMERCIAL OPEN AIR FOOD & BEER GARDEN
.ILGORE ROAD
A1
A1 A1
B1-alt B1 B1
B1-alt
A1
A1
A1 A1
B1 B1 B1-alt
B1-alt
A1

44.5'

26.0'

30.0'

30.0'
(a)
(a)
(a) (a)
R50.0'

30.0' 30.0'

30.0'

30.0'

30.0'

30.0'

30.0' 30.0'
LAP
POOL
Spa

30.0'

30.0'

PARKING
EVA
EVA
EVA

EXISTING

COMMERCIAL

BUILDING

EXISTING

SOCCER FIELDS

SOUTH FOLSOM CANAL

CRAWFORD DRIVE

INTERNATIONAL DRIVE
PROPERTY LINE 7 /// /// ///
/// /// /// /// /// ///
///
///
Kitchen
Outdoor Fitness
Yoga
Pool Equipt. Fitness/Cardio
Maintenance
Bike Storage
Pet Spa
Lobby/Waiting
Office/Leasing
RR
Electrical Room
Men's Women's
Jan.

Sto.

Club Room/Gathering
Outdoor Patio
Outdoor Patio
12'-0" CEILING
Dining
Lounge
pool
Data
Sto.

Mail/Parcel
Corridor
Outdoor Yoga
Fire
Riser
Women's Fitness/Cardio
Yoga Mail/Parcel
Leasing
Office
Bike Sorage Maint./Sto.

Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness Elev. Men's
Pool Equipt. FR Elect.
open to above
C C C

C C C C
C
X X X
X
X
X
X X
X
X X X
X
X
X X
X
X
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X
X
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X X X
X
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X

C CLUB HOUSE APARTMENTS

CLUB HOUSE

TOWNHOMES
North
0 80'
Scale: 1" = 40' (on 24x36 sheet)
40' 160''

APARTMENTS SUMMARY
GROSS AREA +/- 8.71 ac
TOTAL UNITS 240 units
DENSITY 28.00 u/ac
Product Summary
Plan A1 - 1BR 114 units (47.5%)
Plan B1 - 2BR 126 units (52.5%)
Total 240 units (100%)
Parking Summary
Parking Provided: 430 spaces (1.79 ratio)

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. February 16, 2022 | MR200458.00 A0.02
Existing Bike Path
Existing Power Line Easement
Trash Enclosure
(Typ.)
1 2
3 9
8 7
4 6
5 NOTE: Proposed property location, boundary
lines, and shape of the parcel shown in
this study are for graphic reference only
and may be subject to change pending on
owner's final surveying map.

Apartments Main Entry
Apartments
Bldg B
- 36-plex bldg
- 3 Story Bldg.

Apartments
Bldg A
- 24-plex bldg
- 3 Story Bldg.

Emergency
Vehicular Access
1 2
3 4
5 6
7 1
2 3
4 4
9 5
5 5
5 5
5 5
6 6
7 7
7 7
8 Landscape Feature
8 8
4 9 Open Space
10 Carports (Typ.)
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10 10
10 10
10 10
10 10
10 10
Internal Pedestrian
Walkway
Key Map Scale: 1"=250'
SITE PLAN - APARTMENTS 240 UNITS

ENLARGED SITE PLAN
3 Apartments Clubhouse
Leasing office
Fitness
+/- 7,400 sf.
2 story
June 8, 2022 8.769 27.769 du/ac
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

26.0' TOT-LOT 21.0' 9.9' 24.0' 24.9' 24.0' 24.0' 36.0' 24.9' 26.0' 26.0' 26.0' 26.0' 26.0' 24.0' OPEN SPACE A1 A1 A1 B1 B1 B1-alt B1-alt A1 B1-alt B1 B1-alt A1 A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1 A1 A1B1 B1 B1-alt A1 B1-alt
Multi-purpose Lawn A1 B1 B1 B1-alt B1-alt A1
B1
B1-alt B1-alt
A1 26.0' (a) (a) (a) (a) R50.0' 30.0' 30.0' 30.0' LAP POOL Spa 30.0' PARKING EVA EVA CRAWFORD DRIVE PROPERTY LINE 7 /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's Fitness/Cardio Yoga Mail/Parcel Leasing Office Bike Sorage Maint./Sto. Seating Mech. Pet Spa Kitchen Lobby Lounge Outdoor up up Sto. Lounge/Dining Outdoor Fitness Elev. Men's Pool Equipt. Elect. FR open to above C X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X XXX X XXXX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X XX X X X X X X X X X X X X FUTURE BUILDING 4,999± SF AND OUTDOOR AREA 8,800± SF

EV EV EV EV EV EV
CAV CLUB HOUSE APARTMENTS CLUB HOUSE TOWNHOMES 6 2 7 2 2 8 8 4 7 7 2 A1 A1 A1 B1 B1
B1-alt B1-alt
A1
A1
A1
A1 B1 B1
B1-alt B1-alt
A1 TOT-LOT A1 A1 A1
B1
B1
B1-alt B1-alt
A1 OPEN SPACE A1 A1 A1 B1 B1 B1-alt B1-alt A1 B1-alt B1 B1-alt A1 A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1 A1 A1 B1 B1 B1-alt B1-alt A1Multi-purpose Lawn A1 A1
A1 B1 B1
B1-alt B1-alt
A1
B1
B1-alt B1-alt
A1
.ILGORE ROAD A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1 A1 A1 B1 B1 B1-alt B1-alt A1 (a)
(a) (a) (a) LAP POOL Spa

PARKING EVA EVA EVA EXISTING COMMERCIAL BUILDING EXISTING SOCCER FIELDS

SOUTH FOLSOM CANAL

CRAWFORD DRIVE
INTERNATIONAL DRIVE PROPERTY LINE 7
/// ///
/// /// ///
/// ///
///
/// /// /// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's Fitness/Cardio Yoga Mail/Parcel Leasing Office Bike Sorage Maint./Sto. Seating Mech. Pet Spa Kitchen Lobby Lounge Outdoor upup Sto. Lounge/Dining Outdoor Fitness Elev. Men's Pool Equipt. FR Elect. open to above C C C C C C C C X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FUTURE BUILDING 4,999± SF AND OUTDOOR AREA 8,800± SF

EV EV EV EV EV EV
CAV CLUB HOUSE APARTMENTS CLUB HOUSE TOWNHOMES North 0 80' Scale: 1" = 40' (on 24x36 sheet) 40' 160'' TOWNHOMES SUMMARY GROSS AREA +/- 13.117 AC. TOTAL UNITS 177 UNITS DENSITY 13.49 DU/AC COMMERCIAL AREA +/- 0.925 AC. THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 A0.03 Existing Power Line Buffer NOTE: Proposed property location, boundary lines, and shape of the parcel shown in this study are for graphic reference only and may be subject to change pending on owner's final surveying map. Key Map Townhomes Type A (typ.) - Front-loaded - 3,5, 6 & 8-plex Townhomes Type B (typ.) - Rear-loaded - 3,4,5, 6, 7 & 8-Plex Emergency Vehicular Access 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 18 19 20 21 22 23 24 17 28 27 26 25 Scale: 1"=250' 1 Project Main Entry Townhomes Main Entry 23 Clubhouse Entry 456 Open Space 7 1 2 3 4 5 6 7 7 8 7 8910 Internal Pedestrian Walkway 9 9 8 ENLARGED SITE PLAN SITE PLAN - TOWNHOMES 177 UNITS Townhomes Clubhouse +/- 7,200 sf. - Leasing Office - 1 Story - Fitness - Pool, Spa Promenade Entrance PARKING SUMMARY PARKING PROVIDED457 SPACES ( 2.58 RATIO) Future Indoor-Outdoor Restaurant with Patio and Yard +/- 1.083 ac +/- 4,999 sf Building Coverage +/- 8,800 sf Outdoor Seating

12.96 13.65 1.083
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

6 2 7 2 2 8 8 4 7 7 2 A1 A1
A1 B1
B1
B1-alt B1-alt
A1
A1 A1
A1 B1
B1
B1-alt B1-alt
A1 TOT-LOT A1 A1 A1 B1 B1 B1-alt B1-alt A1 OPEN SPACE A1 A1 A1 B1 B1 B1-alt B1-alt A1 B1-alt B1 B1-alt A1 A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1 A1 A1 B1 B1 B1-alt B1-alt A1Multi-purpose Lawn A1 A1 A1 B1 B1 B1-alt B1-alt A1 B1 B1-alt B1-alt A1 .ILGORE ROAD A1 A1 A1 B1-alt B1 B1 B1-alt A1 A1 A1 A1 B1 B1 B1-alt B1-alt A1 (a)
(a) (a) (a) LAP POOL Spa PARKING EVA EVA EVA EXISTING COMMERCIAL BUILDING EXISTING SOCCER FIELDS

SOUTH FOLSOM CANAL

CRAWFORD DRIVE
INTERNATIONAL DRIVE PROPERTY LINE 7
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
/// ///
///
///
///
/// /// /// /// /// /// ///
///
///
/// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's Fitness/Cardio Yoga Mail/Parcel Leasing Office Bike Sorage Maint./Sto. Seating Mech. Pet Spa Kitchen Lobby Lounge Outdoor up up Sto. Lounge/Dining Outdoor Fitness Elev. Men's Pool Equipt. Elect. FR open to above C C C C C C C C X X X X X X X X X X X X X X X X X X X X XXXX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X XX X X X X X

EV EV EV EV EV EV
CAV CLUB HOUSE APARTMENTS CLUB HOUSE TOWNHOMES THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 North Scale: 1" = 80' (on 24x36 sheet) OVERALL SITE PLAN OVERALL CIRCULATION PLAN A0.04 PEDESTRIAN PATH OF TRAVEL VEHICULAR PATH OF TRAVEL EVA EMERGENCY VEHICLE ACCESS ONLY PROVIDE KNOX BOX, PER LOCAL GUIDELINES ENTRANCE WALKING LOOP +/- 4,400 FEET (0.85 MILES)

ACCESS TO FOLSOM

SOUTH CANAL SITE LEGEND TOWNHOMES TOWNHOMES APARTMENTS
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

6 2 7 2 2 8 8 4 7 7 2
Xref xStairs01dwg
Xref xStairs01dwg
Xref xStairs01dwg
Xref xStairs01dwg
Xref xStairs01dwg
KILGORE ROAD ...

D

D

D
Spa E;ISTING CO00ERCIAL BUILDINGE;ISTING SOCCER )IELDS SOUT+ )OLSO0 CANAL CRAW)ORD DRIVE INTERNATIONAL DRIVE 7
/// /// /// /// /// ///
/// ///
///
////// ///
/// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet SpaLobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/Gathering Outdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's Fitness/Cardio Yoga Mail/Parcel Leasing Office Maint./Sto. Bike Sorage Seating Mech. Pet Spa Kitchen Lobby Lounge Outdoor up up Sto. Lounge/Dining Outdoor Fitness Elev. Men's Pool Equipt. Elect. FR open to above C C C C C C C C X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

EV EV EV EV EV EV
CAV COSTCO TUSCAN< PARK RENAISSANCE PARK T+E VILLAGE GREEN STARBUCKS

PROSPECT PARK DRIVE

TOWER PARK DRIVE
BARO4UE DRIVE

CORVINA DRIVE
SUNRISE BLVD.

GRACIANO DRIVE THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 1, 2022 | MR200458.00 North Scale: 1" = 200' (on 24x36 sheet) ADJACENCY CIRCULATION PLAN A0.04A PEDESTRIAN PATH OF TRAVEL SITE LEGEND TOWNHOMES APARTMENTS TOWNHOMES CONNECTION TO BIKE TRAIL BIKE TRAILS June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 ENTRY VIGNETTES SITE VIGNETTES A0.05 DRIVEWAY ENTRY TO TOWNHOME CLUBHOUSE - 1 1 KEY SITE DRIVEWAY ENTRY TO APARTMENTS CLUBHOUSE - 3 TOWNHOMES & CLUBHOUSE - 2 DRIVEWAY TO APARTMENTS - 4 3 & 4 2 December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SITE VIGNETTES A0.06 TOWNHOMES PASEO - 4 TOWNHOMES DRIVE ASLE - 3 3 4 KEY SITE APARTMENTS COVERED PARKING - 2 CLUBHOUSE & APARTMENTS - 1 2 1 December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 A0.10

PROJECT SUMMARY - TOWNHOMES SUMMARY
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 A0.11

PROJECT SUMMARY - APARTMENT SUMMARY
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

LOW PARAPET 9'-0"1'-4 1/4"9'-0"
T.PLATE
LEVEL 2 1'-4 1/4"
HIGH PARAPET9'-0" 37'-2 1/2"
LEVEL 1
T.PLATE
LEVEL 3
T.PLATE
ROOF 2'-0"5'-6"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Front Elevation
Left Elevation
EXTERIOR ELEVATIONS A1.10
Scale: 3/16" = 1'-0"
Front Perspective Scale: NTS Scale: 3/16" = 1'-0"
APARTMENTS - BUILDING A1 - 24 PLEX
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

LOW PARAPET 9'-0"1'-4 1/4"9'-0"
T.PLATE
LEVEL 2 1'-4 1/4"
HIGH PARAPET9'-0" 37'-2 1/2"
LEVEL 1
T.PLATE
LEVEL 3
T.PLATE
ROOF 2'-0"5'-6"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

EXTERIOR ELEVATIONS
APARTMENTS - BUILDING A1 - 24 PLEX
A1.11
Rear Elevation
Right Elevation
Scale: 3/16" = 1'-0"
Rear Perspective Scale: NTS Scale: 3/16" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

CKCK 24'-7" 37'-0" 37'-0" 37'-0" CK UNIT A1 LOBBY LOBBY ENTRY 135'-10"+/- CK CK UNIT B1 ALT. CK UNIT A1 UNIT A1 UNIT B1 CKCK UNIT A1 UNIT B1 UNIT B1 ALT.

ELECT. ELECT. FR ENTRY 24'-7" 12'-6" 24'-7" 24'-7" 37'-0" 1" 12'-6" 1" 1" UP UP 60'-3"
12'-6" 17'-7 1/2" 12'-6" 17'-7 1/2" A-A A1 B B A1 C C A1 A-A A1 B B A1 C C A1 3'-6" 1" 30'-0 1/2" 30'-0 1/2" CKCK 24'-7" 37'-0" 37'-0" 37'-0" CK UNIT A1 LOBBY LOBBY 135'-10"+/- CK CK UNIT B1 ALT. CK UNIT A1 UNIT A1 UNIT B1 CKCK UNIT A1 UNIT B1 UNIT B1 ALT. 24'-7" 12'-6" 24'-7" 24'-7" 37'-0" 1" 12'-6" 1" 1" 1" DN UP UP DN 30'-1 1/2" 30'-1 1/2" 2'-5"
60'-1"
2'-6" 32'-6 1/2" 30'-0 1/2" 2'-6"
60'-3"
1'-3 1/2" A-A A1 B B A1 C C A1 A-A A1 B B A1 C C A1 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Unit Mix: A1: 12 units B1: 6 units B1-alt: 6 units Total: 24 units 24-Plex Overall Square Footage: 1st Floor 8,288 SF 2nd Floor 8,079 SF 3rd Floor 7,710 SF Gross Total 24,077 SF FIRST FLOOR APARTMENTS - BUILDING A1 24 PLEX - FLOOR PLANS A.1.12 SECOND & THIRD FLOOR SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

A-A A1 B B A1 C C A1 A-A A1 B B A1 C C A1 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 ROOF PLANS APARTMENTS - BUILDING A1 24 PLEX- ROOF PLANS A1.13 SCALE: 3/32" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

9'-0"1'-4 1/4"9'-0"
T.PLATE
LEVEL 2 1'-4 1/4"
HIGH PARAPET 9'-0" 37'-2 1/2"
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
LIVING
LIVING
LIVING
LIVING
LIVING
LIVING
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
LIVING
LIVING
LIVING
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
BD.

ROOM
LIVING
LIVING
LIVING
BD.

ROOM
BD.

ROOM
BD.

ROOM
LEVEL 1
T.PLATE
LEVEL 3
T.PLATE
ROOF 2'-0"5'-6" 15'-5" 3'-6"

STAIR LANDING HEIGHT

GUARD RAIL HEIGHT
BD.

ROOM HALL LOBBY
BD.

ROOM HALL LOBBY
BD. 9'-0" ROOM HALL LOBBY 1'-4 1/4"9'-0"
T.PLATE
LEVEL 2 1'-4 1/4"
HIGH PARAPET 9'-0" 37'-2 1/2"
LEVEL 1
T.PLATE
LEVEL 3
T.PLATE
ROOF 2'-0"5'-6"
BD.

ROOM
BD.

ROOM
BD.

ROOM

BATH BATH
BD.

ROOM

BATH BATH
BD.

ROOM

BATH BATH
BD.

ROOM 9'-0"1'-4 1/4"9'-0"
T.PLATE
LEVEL 2 1'-4 1/4"
HIGH PARAPET 9'-0" 37'-2 1/2"
LEVEL 1
T.PLATE
LEVEL 3
T.PLATE
ROOF 2'-0"5'-6"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 APARTMENTS - BUILDING A1 24 PLEX - SECTIONS
A1.14
SCALE: 1/8" = 1'-0"
SECTION A1 - B B SECTION A1 - C C
SECTION A1 - A A
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

LOW PARAPET
9'-0"
1'-4 1/4"
9'-0" T.PLATE LEVEL 2
1'-4 1/4" HIGH PARAPET9'-0"
37'-2 1/2" LEVEL 1 T.PLATE LEVEL 3 T.PLATE ROOF
2'-0"
5'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 EXTERIOR ELEVATIONS APARTMENTS - BUILDING A2 - 36 PLEX A1.20 Front Elevation Scale: 1/8" = 1'-0" Front Perspective Scale: NTS Left Elevation December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

LOW PARAPET
9'-0"
1'-4 1/4"
9'-0" T.PLATE LEVEL 2
1'-4 1/4" HIGH PARAPET9'-0"
37'-2 1/2" LEVEL 1 T.PLATE LEVEL 3 T.PLATE ROOF
2'-0"
5'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 EXTERIOR ELEVATIONS APARTMENTS - BUILDING A2 - 36 PLEX A1.21 Rear Elevation Rear Perspective Scale: NTS Right Elevation Scale: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT A1 LOBBY LOBBY ENTRY UNIT B1 ALT. UNIT A1 UNIT A1 UNIT B1 UNIT A1 UNIT B1 UNIT B1 ALT.

ELECT. ELECT. FR ENTRY UP UP UP UNIT B1 ALT. UNIT B1 ALT. UNIT B1 UNIT A1 LOBBY ENTRY 15'-2" 9'-5" 12'-6" 9'-5" 15'-212" 15'-212" 9'-5" 12'-6" 12'-0" 9'-10" 15'-212" 15'-212" 9'-10" 12'-0" 12'-6" 9'-5" 15'-2" 210'-0" 3'-912" 62'-6"
14'-912" 30'-112" 17'-7" 15'-112" 9'-612" 12'-0" 9'-10" 15'-212" 15'-212" 9'-10" 12'-012" 12'-012" 9'-10" 15'-212" 15'-212" 9'-10" 12'-012" 12'-012" 9'-10" 15'-2" 61'-312" B B A2 C C A2 A A A2 A A A2 UNIT A1 LOBBY LOBBY UNIT B1 ALT. UNIT A1 UNIT A1 UNIT B1 UNIT A1 UNIT B1 UNIT B1 ALT. UP DN DN UP LOBBY UP DN 15'-2" 9'-5" 12'-6" 9'-5" 15'-212" 15'-212" 9'-5" 12'-6" 12'-0" 9'-10" 15'-212" 15'-212" 9'-10" 12'-0" 12'-6" 9'-5" 15'-2" 210'-0" 3'-912" 62'-6"
14'-912" 29'-5" 18'-312" 15'-112" 9'-612" 12'-0" 9'-10" 15'-212" 15'-212" 9'-10" 12'-012" 12'-012" 9'-10" 15'-212" 15'-212" 9'-10" 12'-012" 12'-012" 9'-10" 15'-2" 61'-312" UNIT B1 ALT. UNIT B1 ALT. UNIT B1 UNIT A1 B B A2 C C A2 A A A2 A A A2 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Unit Mix: A1: 15 units B1: 9 units B1-alt: 12 units Total: 36 units 36-Plex Overall Square Footage: 1st Floor 12,687 SF 2nd Floor 12,478 SF 3rd Floor 11,923 SF Gross Total 37,088 SF FIRST FLOOR APARTMENTS - BUILDING A2 36 PLEX - FLOOR PLANS A.1.22 SECOND & THIRD FLOOR SCALE: 3/32" = 1'-0" SCALE: 3/32" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

A A A2 B B A2 C C A2 A A A2 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 ROOF PLAN APARTMENTS - BUILDING A2 36 PLEX - ROOF PLAN A.1.23 SCALE: 3/32" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM LIVING LIVING LIVING LIVING LIVING LIVING BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM LIVING LIVING LIVING BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM LIVING LIVING LIVING BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM BD. ROOM LIVING LIVING LIVING LIVING LIVING LIVING BD. ROOM BD. ROOM BD. ROOM 9'-0"
1'-4 1/4"
9'-0" T.PLATE LEVEL 2
1'-4 1/4" HIGH PARAPET 9'-0"
37'-2 1/2" LEVEL 1 T.PLATE LEVEL 3 T.PLATE ROOF
2'-0"
5'-6" BD. ROOM HALL LOBBY BD. ROOM HALL LOBBY BD.
9'-0" ROOM HALL LOBBY
1'-4 1/4"
9'-0" T.PLATE LEVEL 2
1'-4 1/4" HIGH PARAPET9'-0"
37'-2 1/2" LEVEL 1 T.PLATE LEVEL 3 T.PLATE ROOF
2'-0"
5'-6" BD. ROOM BD. ROOM BD. ROOM BATH BATH BD. ROOM BATH BATH BD. ROOM BATH BATH BD. ROOM 9'-0"
1'-4 1/4"
9'-0" T.PLATE LEVEL 2
1'-4 1/4" HIGH PARAPET 9'-0"
37'-2 1/2" LEVEL 1 T.PLATE LEVEL 3 T.PLATE ROOF
2'-0"
5'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION A2 - A A APARTMENTS - BUILDING A2 36 PLEX - SECTIONS A.1.24 SCALE: 3/32" = 1'-0" SECTION A2 - B B SECTION A2 - C C December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

CK UNIT TYPE - A1 CK UNIT TYPE - B1 CK UNIT TYPE - B1 ALT. THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 APARTMENTS - ENLARGED UNIT PLANS A.1.30 ENLARGED UNIT PLANS SCALE: 1/4" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

105'-8" 92'-0"
40'-2" 37'-4" 39'-6" 88'-2"38'-0" 12'-0" 43'-8" 25'-0"
Women's
10'-0" CEILING
Fitness/Cardio
30 x 24 0
12'-0" CEILING
Yoga
20 x 13
0 6
12'-0" CEILING
Mail/Parcel
22 x 18
6 8
12'-0" CEILING
Leasing
15 x 14
6 0
12'-0" CEILING
Office
11 x 11
0 6
12'-0" CEILING
Maint./Sto.
13 x 14
6 0
12'-0" CEILING
Bike Sorage
13 x 18
6 8
12'-0" CEILING
Entry
Seating 16 x 16
0 0
open
Mech.

Pet Spa
11 x 12
0 0
12'-0" CEILING
Kitchen
Lobby
16 x 16
0 0
12'-0" CEILING
Lounge
Outdoor
5346 SF
up 7'-0" 11'-4" 4'-4"
up
0 Lounge/Dining
Pool Area
Outdoor Fitness
fire place
37'-6" 68'-2"
Elev.
gov
14'-2"
Men's
10'-0" CEILING
Pool Equipt.
9 x 13
8 6
15'-0" CEILING
Elect. FR
Entry
open to above
A A
A4.11
Game Room
15 x 14 6 0
12'-0" CEILING
Open
10'-0" CEILING
Deck
Gathering Room 39 x 22 2 0
12'-0" CEILING
Roof Below
Pool/Billiard
Bar/Counter
14 x 12 4 4
12'-0" CEILING
2032 SF
Mechanical Deck
dn
dn
Elev.
gov
Roof Below 92'-0"
40'-2" 32'-4" 88'-2"38'-0" 12'-4" 43'-4" 25'-0" 12'-0" 11'-4" 4'-4" 14'-2"
Jan./Sto.
105'-8"
37'-6" 68'-2"
WRR
10'-0" CEILING
MRR
open to below
trellis below 25'-0" 14'-6"
A A
A4.11
A4.11

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00

SECOND FLOOR FIRST FLOOR
+/-2,032 SF +/-5,346 SF
TOTAL FLOOR AREA: +/-7,378 S.F.

A4.00

APARTMENTS CLUBHOUSE - FIRST AND SECOND FLOOR PLAN
Scale: 1/8" = 1'-0"
December 14, 2021 A1.50 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

Deck
Lounge/Dining Seating Mech.

Elev.

Hall Bike Storage
Gathering Room Open Hall Jan./Sto.
dn
Mechanical Deck
Deck

TRELLIS BELOW
A A
A4.11
A A
A4.11

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00

ROOF PLAN SECTION A-A
A4.01
Scale: 1/8" = 1'-0"

APARTMENTS CLUBHOUSE - FIRST AND SECOND FLOOR PLAN
December 14, 2021 A1.51 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

First floor 8'-0"
Hdr. 29'-10"
Top of Parapet
Second floor 13'-6"
Top of wall 19'-0"
at Fitness/Yoga
25'-10" t.o.w.
15'-0" t.o.w.
31'-4" t.o.w.

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00

FRONT ELEVATION

LEFT ELEVATION
A4.02
Scale: 3/16" = 1'-0"
Scale: 3/16" = 1'-0"

APARTMENTS CLUBHOUSE - EXTERIOR ELEVATIONS
December 14, 2021 A1.52 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00

REAR ELEVATION

RIGHT ELEVATION
A4.03
Scale: 3/16" = 1'-0"
Scale: 3/16" = 1'-0"

APARTMENTS CLUBHOUSE - EXTERIOR ELEVATIONS
December 14, 2021 A1.53 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00

VIEW FROM PARKING

VIEW AT POOL AREA
A4.04

APARTMENTS CLUBHOUSE - VIGNETTES
December 14, 2021 A1.54 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

9'-1"
1'-0 1/2"
9'-1" T.PLATE LEVEL 2
2'-0"
25'-2 1/2" T.PLATE ROOF PARAPET
4'-0" LEVEL 1 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FRONT ELEVATION EXTERIOR ELEVATIONSTOWNHOMES - B1 3 PLEX - ELEVATIONS A2.10 LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION Scale: 1/8" = 1'-0" ENTRY PERSPECTIVE REAR PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT B1 UNIT B2 UNIT B3
A-A
A.2.11
A-A
A.2.11
W.I.C.

UNIT B2 UNIT B3
UNIT B1
A-A
A.2.11
A-A
A.2.11

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Unit Mix:

B1: 1 unit
B2: 1 unit
B3: 1 unit
Total: 3 units
3-Plex
1 st
Floor Living 1,836 SF
2nd Floor Living 2,240 SF
Garages 1,200 SF
Net Total 5,276 SF

FIRST FLOOR
TOWNHOMES - B1 3 PLEX - FLOOR PLANS
A2.11
Scale: 1/8" = 1'-0"

SECOND FLOOR
Scale: 1/8" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

A-A
A.2.11
A-A
A.2.11

LIVING KITCHEN LIVING KITCHEN KITCHEN LIVING
BD.

ROOM
MSTR.

BATH COR. BATH
BD.

ROOM
BD.

ROOM
BD.

ROOM 9'-1" 1'-0 1/2" 9'-1"
T.PLATE
LEVEL 2 2'-0" 25'-2 1/2"
T.PLATE
ROOF 9"
PARAPET 4'-0"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

ROOF PLAN

SECTION A-A
Scale: 1/8" = 1'-0"
TOWNHOMES - B1 3 PLEX - ROOF PLAN/SECTION
A2.12
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
4'-0" 20'-0" Level 2 1' Floor
9'-0" 1' Floor Level 1 High Parapet
9'-0"
4'-0" 20'-0" Level 2 1' Floor
9'-0" 1' Floor THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FRONT ELEVATION RIGHT ELEVATION TOWNHOMES - B2 5 PLEX - ELEVATIONS A2.14 Scale: 1/8" = 1'-0" REAR ELEVATION LEFT ELEVATION REAR PERSPECTIVE FRONT PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT B3 UNIT B2 UNIT B1 UNIT B2 UNIT B3
A-A
A2.15
A-A
A2.15
B B
A2.15
B B
A2.15
D D
A2.15
D D
A2.15
C C
A2.15
C C
A2.15
W.I.C.

UNIT B3 UNIT B2
UNIT B1
UNIT B2 UNIT B3
A-A
A2.15
A-A
A2.15
B B
A2.15
B B
A2.15
D D
A2.15
D D
A2.15
C C
A2.15
C C
A2.15

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

SECOND FLOOR
Scale: 1/8" = 1'-0"
Unit Mix:

B1: 1 units
B2: 2 units
B3: 2 units
Total: 5 units
5-Plex
Overall Square Footage:
1 st
Floor Living 3,084 SF
2nd Floor Living 3,838 SF
Garages 2,003 SF
Net Total 8,925 SF
TOWNHOMES - B2 5PLEX - FLOOR PLANS
A2.15 FIRST FLOOR
Scale: 1/8" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

KITCHEN LIVING
COR. BD.

ROOM
BD.

ROOM
CLST.

LIVING KITCHEN
BD.

ROOM
BD.

ROOM
CLST.

COR.

KITCHEN LIVING
BATH COR.

BD.

ROOM

KITCHEN LIVING
BATH COR.

BD.

ROOM

LIVING KITCHEN
BD.

ROOM BATH
MSTR.

BATH
W.I.C. 9'-0" 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0"

KITCHEN GARAGE
MSTR.

BDRM.

BD.

ROOM COR. 9'-0" 1'-0 1/2" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF
PARAPET 4'-0"

KITCHEN GARAGE
MSTR.

COR. BDRM.

BD.

ROOM 1'-6" 9'-0" 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF
PARAPET 4'-0"

GARAGE KITCHEN
MSTR. BATH 1'-6" 9'-0" 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0"
A-A
A2.15
A-A
A2.15
B B
A2.15
B B
A2.15
D D
A2.15
D D
A2.15
C C
A2.15
C C
A2.15

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

SECTION - A A

SECTION - B B SECTION - C C SECTION - D D
TOWNHOMES - B2 5 PLEX - ROOF PLANS AND SECTIONS
A2.16

ROOF PLAN
Scale: 1/8" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

9'-0"
1'-0 5/8"
9'-0" T.PLATE LEVEL 2
2'-0"
25'-0 5/8" T.PLATE ROOF PARAPET LEVEL 1
4'-0" 9'-0"
1'-0 5/8"
9'-0" T.PLATE LEVEL 2
2'-0"
25'-0 5/8" T.PLATE ROOF PARAPET LEVEL 1
4'-0" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FRONT ELEVATION RIGHT ELEVATION EXTERIOR ELEVATIONSTOWNHOMES - B3 6 PLEX - ELEVATIONS A2.18 REAR ELEVATION LEFT ELEVATION FRONT PERSPECTIVE REAR PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT B3 UNIT B2 UNIT B1 UNIT B1 UNIT B2 UNIT B3
A-A
6 PL-B
A-A
6 PL-B
B3
6 PL-B
B3
6 PL-B
B2
6 PL-B
B2
6 PL-B
B1
6 PL-B
B1
6 PL-B
W.I.C. W.I.C.

UNIT B3 UNIT B2 UNIT B1 UNIT B1 UNIT B2 UNIT B3
A-A
6 PL-B
A-A
6 PL-B
B3
6 PL-B
B3
6 PL-B
B2
6 PL-B
B2
6 PL-B
B1
6 PL-B
B1
6 PL-B

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

FIRST FLOOR

SECOND FLOOR
Scale: 1/8" = 1'-0"
Unit Mix:

B1: 2 units
B2: 2 units
B3: 2 units
Total: 6 units
6-Plex
Overall Square Footage:
1 st
Floor Living 3,679 SF
2nd Floor Living 4,480 SF
Garages 2,402 SF
Net Total 10,561 SF
TOWNHOMES - B3 6 PLEX - FLOOR PLANS
A2.19
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

A-A
6 PL-B
A-A
6 PL-B
B3
6 PL-B
B3
6 PL-B
B2
6 PL-B
B2
6 PL-B
B1
6 PL-B
B1
6 PL-B

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

ROOF PLAN
Scale: 1/8" = 1'-0"
TOWNHOMES - B3 - 6 PLEX - ROOF PLAN
A2.20
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

LIVING KITCHEN
BD.

ROOM BATH
MSTR.

BATH
W.I.C.

KITCHEN LIVING
BD.

BATH ROOM
MSTR.

BATH
W.I.C.

LIVING KITCHEN KITCHEN LIVING
COR. BATH
BD.

ROOM
BD.

ROOM
CLST.

COR.

BD.

ROOM

LIVING KITCHEN KITCHEN LIVING
BATH COR.

BD.

ROOM
BD.

ROOM
CLST.

COR.

BD.

ROOM 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0" 9'-0" 9"

KITCHEN GARAGE
MSTR.

BATH
MSTR.

BDRM. 1'-6" 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0" 25'-0 5/8"
T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0" 9'-0" KITCHEN GARAGE
MSTR.

COR. BDRM.

BD.

ROOM 1'-6" 1'-0 1/2" 9'-0"
T.PLATE
LEVEL 2 2'-0"T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0" 9'-0" 25'-0 5/8"

KITCHEN GARAGE
MSTR.

BDRM.

BD.

ROOM COR. 1'-0 5/8" 9'-0"
T.PLATE
LEVEL 2 2'-0"T.PLATE
ROOF

PARAPET
LEVEL 1 4'-0" 9'-0" 25'-0 5/8"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Scale: 1/8" = 1'-0"
TOWNHOMES - B3 6 PLEX- SECTIONS
A2.21
SECTION B1 SECTION B2 SECTION B3

SECTION A
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

Unit - B1
First floor: 590 s.f.

Second floor: 639 s.f.

Total: 1,229 s.f.

Garage: 400 s.f.

Porch: 49 s.f.
2-Car Garage
30'-0" 30'-0" 14'-6" 20'-6"
Pdr
10'-0" 20'-0"
Entry Porch
Foyer 5'-0"
Kitchen
Great Room Dining 35'-0"
30'-0" 28'-6" 24'-8" 2'-4"
10'-51
2 " 13'-71
2 "
Bath 2
Laundry
Master
Bath
M. Bedroom
Bedroom 2 W.I.C. 5'-0" 5'-0"
5'-11" 35'-0" 1'-8" 4'-0" 1'-6" 1'-6"

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

SECOND FLOOR FIRST FLOOR
2-STORY TOWNHOMES - B1

TOWNHOMES - ENLARGED UNIT PLANS
A2.22
SCALE: 1/4" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

30'-0" 33'-0" 14'-6" 20'-6"
10'-0" 20'-0"
Great Room Dining
Pdr
Foyer
Entry
Kitchen
2-Car Garage 2'-0" 35'-0"
30'-0" 33'-0"29'-0" 1'-0"
10'-51
2 "
13'-2"
Bath 2
Laundry
Master
Bath M. Bedroom
Loft Bedroom 2
6'-41
2 " 2'-0" 3'-0"
W.I.C.

W.I.C. 35'-0" 2'-0"
Unit - B2
First floor: 621 s.f.

Second floor: 742 s.f.

Total: 1,363 s.f.

Garage: 398 s.f.

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

SECOND FLOOR FIRST FLOOR
2-STORY TOWNHOMES - B2

TOWNHOMES - ENLARGED UNIT PLANS
A2.23
SCALE: 1/4" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

30'-0" 33'-0" 33'-0" 2'-0"
10'-0" 13'-6"
Bath 2
Laundry
Master
Bath
M. Bedroom
Bedroom 2 Bedroom 3
6'-6" 2'-0"
W.I.C. 35'-0"
2-Car Garage
Kitchen
Great Room
30'-0" 33'-0" 14'-6" 20'-6"
Pdr
10'-0" 20'-0" 2'-0" 35'-0"
Foyer
Entry
Unit - B3
First floor: 621 s.f.

Second floor: 850 s.f.

Total: 1,471 s.f.

Garage: 398 s.f.

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00

SECOND FLOOR FIRST FLOOR
2-STORY TOWNHOMES - B3

TOWNHOMES - ENLARGED UNIT PLANS
A2.24
SCALE: 1/4" = 1'-0"
December 14, 2021 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8"
4'-10 3/4"
34'-8" LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8" FRONT ELEVATION THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 REAR ELEVATION RIGHT/LEFT ELEVATION EXTERIOR ELEVATIONS TOWNHOMES - C1 3PLEX - ELEVATIONS A3.10 Scale: 3/16" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 UNIT C3 A-A A.3.11 A-A A.3.11 UNIT C3 UNIT C2 UNIT C3 A-A A.3.11 A-A A.3.11 UNIT C3 UNIT C2 UNIT C3 A-A A.3.11 A-A A.3.11 UNIT C3 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FIRST FLOOR Scale: 1/8" = 1'-0" UNIT MIX: C2: 1 unit C3: 2 units Total: 3 units 3-PLEX 1st Floor Living 427 SF 2nd Floor Living 1,646 SF 3rd Floor Living 1,831 SF Garages 1,451 SF Net Total 5,355 SF Decks 544 SF Porches 171 SF Gross Total 6,070 SF * 1 6,070 SF TOWNHOMES - C1 3 PLEX - FLOOR PLANS A3.11 SECOND FLOOR THIRD FLOORDecember 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C3 UNIT C2 A-A A.3.11 A-A A.3.11 UNIT C3 LOW PLATFORM LOW PLATFORM GARAGE LIVING ROOM BATH COR. GARAGE LIVING ROOM BATH COR. CLST. CLST. CLST. COR. GARAGE LIVING ROOM COR. BATH CLST. LOW PLATFORM 3'-6" 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 4'-0" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION Scale: 1/8" = 1'-0" TOWNHOMES - C1 3 PLEX - ROOF PLAN/SECTION A3.12 ROOF PLAN Scale: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8"
4'-10 3/4"
34'-8" LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FRONT ELEVATION REAR ELEVATION RIGHT/LEFT ELEVATION A3.13 TOWNHOMES - C2 4 PLEX - ELEVATIONS Scale: 3/16" = 1'-0" FRONT PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C3 UNIT C2 UNIT C2 UNIT C3 A-A 4 PL A-A 4 PL UNIT C3 UNIT C2 UNIT C2 UNIT C3 A-A 4 PL A-A 4 PL UNIT C2 UNIT C3 UNIT C2 UNIT C3 A-A 4 PL A-A 4 PL THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 Unit Mix: C2: 2 units C3: 2 units Total: 4 units 4-Plex 1st Floor Living 578 SF 2nd Floor Living 2,241 SF 3rd Floor Living 2,569 SF Garages 1,927 SF Net Total 7,315 SF Decks 709 SF Porches 278 SF Gross Total 8,302 SF FIRST FLOOR TOWNHOMES - C2 4PLEX - FLOOR PLANS A3.14 Scale: 1/8" = 1'-0" SECOND FLOOR Scale: 1/8" = 1'-0" Scale: 1/8" = 1'-0" THIRD FLOOR December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C3 UNIT C2 UNIT C2 UNIT C3 A-A 4 PL A-A 4 PL GARAGE LIVING ROOM BATH COR. GARAGE LIVING ROOM COR. BATH CLST. CLST. CLST. COR. GARAGE LIVING ROOMBATH COR. CLST. CLST. COR. GARAGE LIVING ROOM BATH COR. CLST. LOW PLATFORM 3'-6" 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 4'-0"
34'-8" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 ROOF PLAN Scale: 1/8" = 1'-0" TOWNHOMES - C2 4 PLEX - ROOF PLAN/SECTION A3.14 SECTION Scale: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8"
4'-10 3/4"
34'-8" LOW PLATFORM
9'-0" 9'-0" 9'-0"
29'-9 1/4" LEVEL 3 T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 1'-0 5/8" 1'-0 5/8" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FRONT ELEVATION REAR ELEVATION RIGHT/LEFT ELEVATION EXTERIOR ELEVATIONS TOWNHOMES - C3 5PLEX - ELEVATIONS A3.16 Scale: 3/16" = 1'-0" ENTRY PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3
35'-2"
1'-0" 8'-7" 25'-7"
1'-0" 8'-7" 25'-7" 21'-0" 2" 21'-0" 2" 1'-0" 12'-4" 7'-8" 2" 8'-4" 12'-8" 2" 2" 2" 21'-0" 2" 21'-0" 13'-4" 7'-8" 2" 8'-4" 12'-8" 2" 7'-8" 12'-4" 1'-0" 21'-0" 2" 1'-112" 105'-8" A-A A.3.18 B B A.3.18 B B A.3.18 C C A.3.18 C C A.3.18 A-A A.3.18 UNIT C3 UNIT C2 UNIT C3 UNIT C2 UNIT C3 35'-2"
10'-9" 24'-5"
35'-2"
10'-9" 24'-5" 8'-6" 4'-10" 7'-8" 2" 21'-0" 2" 13'-4" 7'-8" 21'-0" 2" 2" 2" 7'-8" 4'-10" 8'-6" 2" 21'-0" 13'-4" 7'-8" 21'-0" 2" 8'-6" 4'-10" 7'-8" 2" 21'-0" 105'-8" A-A A.3.18 B B A.3.18 B B A.3.18 C C A.3.18 C C A.3.18 A-A A.3.18 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FIRST FLOOR TOWNHOMES - C3 5 PLEX - FLOOR PLANS (1st & 2nd) A3.17 SECOND FLOOR Unit Mix: C2: 2 units C3: 3 units Total: 5 units 5-Plex 1st Floor Living 727 SF 2nd Floor Living 2,837 SF 3rd Floor Living 3,306 SF Garages 2,406 SF Net Total 9,276 SF Decks 873 SF Porches 385 SF Gross Total 10,534 SF * 2 = 21,068 SF SCALE: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 3'-71764"
20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 UNIT C3 UNIT C2 3'-71764" 20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 A-A A.3.18 B B A.3.18 B B A.3.18 C C A.3.18 C C A.3.18 A-A A.3.18 UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3 36'-8"
36'-8" 21'-0" 13'-4" 7'-8" 2" 21'-0" 2" 9'-4" 11'-8" 2" 13'-4" 7'-8" 2" 21'-0" 2" 9'-4" 11'-8" 2" 21'-0" 2" 21'-0" 2" 21'-0" 2" A-A A.3.18 B B A.3.18 B B A.3.18 C C A.3.18 C C A.3.18 A-A A.3.18 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 THIRD FLOOR FLOOR PLANS TOWNHOMES - C3 5 PLEX - FLOOR PLANS (3rd & Roof) A3.18 ROOF PLAN SCALE: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

GARAGE GARAGE GARAGE LIVING ROOM LIVING ROOM LIVING ROOM BATH COR. COR. BATH BATH COR. BATH CLST. GARAGE LIVING ROOM COR. BATH CLST. GARAGE LIVING ROOM BATHCLST.COR. 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 29'-9 1/4" LOW PLATFORM 8'-2" GARAGE ENTRY CORRIDOR LIVING ROOM BATH BED ROOM LOW PLATFORM 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 3'-6" CORRIDOR BED ROOM MASTER PATIO LIVING ROOM BATH GARAGE ENTRY 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION - B B TOWNHOMES - C3 5 PLEX - SECTIONS A3.19 SECTION - A A SECTION - C C SCALE: 1/8" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
5'-6" 29'-9 1/4" Level 2 Level 3 Low Roof
9'-0" 9'-0"
High Roof T.O.Plate T.O.Plate T.O.Plate
36'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 A3.20 FRONT ELEVATION RIGHT/LEFT ELEVATION FRONT PERSPECTIVE Scale: 3/16" = 1'-0" TOWNHOMES - C4 6 PLEX - ELEVATIONS December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
5'-6" 29'-9 1/4" Level 2 Level 3 Low Roof
9'-0" 9'-0" T.O.Plate T.O.Plate T.O.Plate
36'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 A3.21 REAR ELEVATION Scale: 3/16" = 1'-0" TOWNHOMES - C4 6 PLEX - ELEVATIONS REAR PERSPECTIVE December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C1 UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3
35'-2"
1'-0" 8'-7" 25'-7"
35'-2"
1'-0" 8'-7" 25'-7" 21'-0" 2" 21'-0" 2" 1'-0" 12'-4" 7'-8" 2" 8'-4" 12'-8" 2" 2" 2" 21'-0" 2" 21'-0" 13'-4" 7'-8" 2" 12'-8" 8'-4" 2" 7'-8" 12'-4" 1'-0" 9'-8" 11'-4" 2" 21'-0" 2" 12'-6" 7'-412 1'-1 " 12" 2" 126'-10" A-A A.3.24 B B A.3.24 B B A.3.24 C C A.3.24 C C A.3.24 D D A.3.24 D D A.3.24 A-A A.3.24 UNIT C3 UNIT C2 UNIT C1 UNIT C3 UNIT C2 UNIT C3 35'-2"
10'-9" 24'-5"
35'-2"
10'-9" 24'-5" 8'-6" 4'-10" 7'-8" 2" 21'-0" 2" 13'-4" 7'-8" 21'-0" 2" 2" 2" 7'-8" 4'-10" 8'-6" 2" 21'-0" 7'-8" 13'-4" 2" 21'-0" 2" 8'-6" 4'-10" 7'-8" 2" 2" 21'-0" 7'-412" 4'-11" 7'-7" 21'-0" 126'-10" A-A A.3.24 B B A.3.24 B B A.3.24 C C A.3.24 C C A.3.24 D D A.3.24 D D A.3.24 A-A A.3.24 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FIRST FLOOR TOWNHOMES - C4 6 PLEX - FLOOR PLANS A3.21 SECOND FLOOR SCALE - 3/32" = 1' Unit Mix: C1: 1 units C2: 2 units C3: 3 units Total: 6 units 6-Plex: 1st Floor Living 865 SF 2nd Floor Living 3,467 SF 3rd Floor Living 3,814 SF Garages 2,872 SF Net Total 11,018 SF Decks 1,041 SF Porches 486 SF Gross Total 12,545 SF * 7 = 87,815 SF December 14, 2021 A3.22 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 3'-71764"
20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 UNIT C1 UNIT C3 UNIT C2 3'-71764" 20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 A-A A.3.24 B B A.3.24 B B A.3.24 C C A.3.24 C C A.3.24 D D A.3.24 D D A.3.24 A-A A.3.24 UNIT C1 UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3 36'-8"
36'-8" 21'-0" 13'-4" 7'-8" 2" 21'-0" 2" 9'-4" 11'-8" 2" 2" 7'-8" 13'-4" 21'-0" 2" 11'-8" 9'-4" 2" 21'-0" 2" 2" 21'-0" 21'-0" 9'-8" 11'-4" 2" 1'-112" 15'-912" 2" 4'-1" 2" 2" A-A A.3.24 B B A.3.24 B B A.3.24 C C A.3.24 C C A.3.24 D D A.3.24 D D A.3.24 A-A A.3.24 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 THIRD FLOOR TOWNHOMES - C4 6 PLEX - FLOOR AND ROOF PLAN A3.22 ROOF PLAN SCALE: 1/8" = 1'-0" December 14, 2021 A3.23 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

GARAGE GARAGE GARAGE LIVING ROOM LIVING ROOM LIVING ROOM BATH COR. COR. BATH BATH COR. BATH CLST. GARAGE LIVING ROOM COR. BATH CLST. GARAGE LIVING ROOM BATH COR. CLST. GARAGE LIVING ROOM BATHCLST.COR. 29'-9 1/4" LOW PLATFORM 8'-2"
9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE ENTRY CORRIDOR LIVING ROOM BATH BED ROOM LOW PLATFORM 3'-6" 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE CORRIDOR BED ROOM MASTER PATIO LIVING ROOM BATH GARAGE ENTRY 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE LIVING ROOM MASTER PATIO MASTER BATH 1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 9'-0" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION - B B TOWNHOMES - C4 6 PLEX - SECTIONS A3.23 SECTION - A A SECTION - C C SECTION - D D SCALE: 1/8" = 1'-0" December 14, 2021 A3.24 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
5'-6" 29'-9" Level 2 Level 3 Low Roof
9'-0" 9'-0" High Roof T.O.Plate T.O.Plate T.O.Plate
36'-6" Level 1 High Parapet
9'-0"
29'-9" Level 2 Level 3 Low Roof
9'-0" 9'-0" High Roof T.O.Plate T.O.Plate T.O.Plate
5'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 TOWNHOMES - C5 7PLEX - ELEVATIONS A3.24 FRONT ELEVATION RIGHT/LEFT ELEVATION FRONT PERSPECTIVE Scale: 3/16" = 1'-0" December 14, 2021 A3.25 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
29'-9" Level 2 Level 3 Low Roof
9'-0" 9'-0" High Roof T.O.Plate T.O.Plate T.O.Plate
5'-6" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 A3.25 REAR ELEVATION REAR PERSPECTIVE Scale: 3/16" = 1'-0" TOWNHOMES - C5 7PLEX - ELEVATIONS December 14, 2021 A3.26 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 UNIT C2 UNIT C1 UNIT C3 UNIT C1 UNIT C3 3'-71764" 20'-8"
17'-8" 8'-2" 3'-71764"
20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 A-A A.3.26 B B A.3.26 B B A.3.26 C C A.3.26 C C A.3.26 D D A.3.26 D D A.3.26 A-A A.3.26 7'-2" 5'-3" 6'-6"
3'-6" 7'-0"
7'-6" 6'-6"
3'-6"
3'-0"
3'-0" UNIT C2 UNIT C1 UNIT C2 UNIT C3 UNIT C3 UNIT C1 UNIT C3 36'-8" 148'-0" 2" 7'-8" 13'-4" 2" 21'-0" 1'-112 15'-9 " 12" 21'-0" 7'-8" 2" 21'-0" 2" 4'-1" 1'-112" 15'-912" 4'-1"2" 36'-8" 13'-4" 21'-0" 2" 9'-4" 11'-8" 2" 9'-8" 11'-4" 2" 21'-0" 2" 11'-4" 9'-8" 2" 11'-8" 9'-4" 2" 21'-0" A-A A.3.26 B B A.3.26 B B A.3.26 C C A.3.26 C C A.3.26 D D A.3.26 D D A.3.26 A-A A.3.26 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 ROOF PLAN THIRD FLOOR TOWNMHOMES - C5 7 PLEX - FLOOR PLANS A.3.25 SCALE: 1/8" = 1'-0" December 14, 2021 A3.27 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C3 UNIT C2 UNIT C1 UNIT C3 UNIT C1 UNIT C2 UNIT C3 2" 7'-8" 13'-4" 2" 7'-8" 1'-112 7'-4 " 12" 4'-11" 7'-7" 2" 13'-4" 10" 7'-6" 2" 7'-7" 4'-11" 7'-412 1'-1 " 12" 8'-6" 4'-10" 7'-8" 2" 13'-4" 7'-8" 2" 35'-2"
10'-9" 24'-5" 1'-0" 4'-10" 8'-6"
35'-2"
10'-9" 24'-5" 21'-0" 2" 21'-0" 2" 21'-0" 21'-2" 0"2 21'-0" 2" 21'-0" 2" 21'-0" 148'-0" A-A A.3.26 B B A.3.26 B B A.3.26 C C A.3.26 C C A.3.26 D D A.3.26 D D A.3.26 A-A A.3.26 UNIT C2 UNIT C1 UNIT C2 UNIT C3 UNIT C3 UNIT C1 UNIT C3 148'-0" 21'-0" 2" 21'-0" 2" 9'-8" 11'-4" 2" 21'-0" 2" 11'-4" 9'-8" 2" 10'-2" 1'-6" 9'-4" 2" 21'-0" 35'-2"
1'-0" 8'-7" 25'-7" 1'-0" 12'-4" 7'-8" 2" 8'-4" 12'-8" 2" 21'-0" 1'-0" 2" 12'-4" 7'-8" 2" 21'-0" 2" 12'-8" 8'-4" 2" 7'-8" 12'-4" 1'-0" 148'-0" 35'-2"
1'-0" 8'-7" 25'-7" A-A A.3.26 B B A.3.26 B B A.3.26 C C A.3.26 C C A.3.26 D D A.3.26 D D A.3.26 A-A A.3.26 Unit Mix: C1: 2 units C2: 2 units C3: 3 units Total: 7 units 7-Plex Overall Square Footage: 1st Floor Living 1,005 SF 2nd Floor Living 4,096 SF 3rd Floor Living 4,323 SF Garages 3,340 SF Net Total 12,764 SF THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FIRST FLOOR TOWNMHOMES - C5 7 PLEX - FLOOR & ROOF PLANS A.3.26 SCALE: 1/8" = 1'-0" SECOND FLOOR December 14, 2021 A3.28 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM BATH COR. BATH COR.BATH BATH COR. BATH CLST. BATHCLST. BATH CLST. COR. CLST. COR. CLST. BATH COR. CLST. GARAGE LIVING ROOM COR. BATH CLST. 29'-9 1/4" LOW PLATFORM 8'-2"
9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE ENTRY CORRIDOR LIVING ROOM BATH BED ROOM LOW PLATFORM 3'-6" 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 34'-8" CORRIDOR BED ROOM MASTER PATIO LIVING ROOM BATH GARAGE ENTRY 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE LIVING ROOM MASTER PATIO MASTER BATH 1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 9'-0" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION - A A SECTION - B B SECTION - C C SECTION - D D TOWNMHOMES - C5 7 PLEX - SECTIONS A.3.27 SCALE: 1/8" = 1'-0" December 14, 2021 A3.29 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
5'-6" 29'-9" Level 2 Level 3 Low Roof
9'-0" 9'-0" High Roof T.O.Plate T.O.Plate T.O.Plate
36'-6" TOWNHOMES - C6 8 PLEX - EXTERIOR ELEVATIONS FRONT ELEVATION THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 RIGHT/LEFT ELEVATION A3.30 FRONT ELEVATION Scale: 3/16" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Level 1 High Parapet
9'-0"
29'-9" Level 2 Level 3 Low Roof
9'-0" 9'-0" High Roof T.O.Plate T.O.Plate T.O.Plate
5'-6" TOWNHOMES - C6 8 PLEX - EXTERIOR ELEVATIONS REAR ELEVATION THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 REAR PERSPECTIVE A3.31 Scale: 3/16" = 1'-0" December 14, 2021 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C1 UNIT C2 UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3 UNIT C3 35'-2"
1'-0" 8'-7" 25'-7"
35'-2"
1'-0" 8'-7" 25'-7" 21'-0" 2" 21'-0" 2" 1'-0" 12'-4" 7'-8" 2" 8'-4" 12'-8" 2" 13'-4" 7'-8" 12'-8" 8'-4" 21'-0" 2" 10'-2" 1'-6" 9'-4" 2" 2" 21'-0" 2" 21'-0" 7'-8" 13'-4" 2" 12'-8" 8'-4" 2" 7'-8" 12'-4" 1'-0" 11'-4" 9'-8" 2" 21'-0" 2" 12'-6" 7'-412" 1'-112" 2" 169'-2" A-A A.3.32 B B A.3.32 B B A.3.32 C C A.3.32 C C A.3.32 D D A.3.32 D D A.3.32 A-A A.3.32 UNIT C3 UNIT C2 UNIT C3 UNIT C2 UNIT C1 UNIT C3 UNIT C2 UNIT C3 35'-2"
10'-9" 24'-5"
35'-2"
10'-9" 24'-5" 8'-6" 4'-10" 7'-8" 2" 21'-0" 2" 13'-4" 7'-8" 21'-0" 2" 2" 8'-6" 4'-10" 7'-8" 2" 21'-0" 2" 21'-0" 2" 7'-8" 13'-4" 2" 2" 7'-8" 4'-10" 8'-6" 2" 21'-0" 7'-8" 13'-4" 2" 21'-0" 2" 7'-8" 4'-10" 8'-6" 2" 2" 21'-0" 7'-412" 7'-7" 4'-11" 21'-0" 169'-2" A-A A.3.32 B B A.3.32 B B A.3.32 C C A.3.32 C C A.3.32 D D A.3.32 D D A.3.32 A-A A.3.32 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 FIRST FLOOR TOWNHOMES - C6 8 PLEX - FLOOR PLANS A3.31 SECOND FLOOR Unit Mix: C1: 1 units C2: 3 units C3: 4 units Total: 8 units 8-Plex Overall Square Footage: 1st Floor Living 1,156 SF 2nd Floor Living 4,595 SF 3rd Floor Living 5,102 SF Garages 3,838 SF Net Total 14,691 SF Decks 1,393 SF Porches 547 SF Gross Total 16,631 SF * 6 = 99,786 SF Scale: 1/8" = 1'-0" December 14, 2021 A3.32 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

UNIT C2 3'-71764"
20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 UNIT C1 UNIT C3 UNIT C2 UNIT C2 3'-71764" 20'-8"
17'-8" 6'-2" 8'-2" 2'-0" UNIT C3 UNIT C3 A-A A.3.32 B B A.3.32 B B A.3.32 C C A.3.32 C C A.3.32 A-A A.3.32 D D A.3.32 D D A.3.32 UNIT C2 UNIT C1 UNIT C2 UNIT C3 UNIT C3 UNIT C2 UNIT C3 UNIT C3 36'-8"
36'-8" 21'-0" 13'-4" 7'-8" 2" 21'-0" 2" 9'-4" 11'-8" 2" 2" 7'-8" 13'-4" 21'-0" 2" 11'-8" 9'-4" 2" 21'-0" 2" 21'-0" 21'-0" 2" 2" 7'-8" 13'-4" 11'-8" 9'-4" 2" 21'-0" 21'-0" 11'-4" 9'-8" 2" 1'-112 15'-9 " 12" 2" 4'-1" 2" 2" A-A A.3.32 B B A.3.32 B B A.3.32 C C A.3.32 C C A.3.32 D D A.3.32 D D A.3.32 A-A A.3.32 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 THIRD FLOOR TOWNHOMES - C6 8 PLEX - FLOOR AND ROOF PLAN A3.32 ROOF PLAN Scale: 1/8" = 1'-0" December 14, 2021 A3.33 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

GARAGE GARAGE GARAGE LIVING ROOM LIVING ROOM LIVING ROOM BATH COR. COR. BATH BATH COR. BATH CLST. GARAGE LIVING ROOM COR. BATH CLST. GARAGE LIVING ROOM BATH COR. CLST. GARAGE LIVING ROOM COR. BATH GARAGE LIVING ROOM COR. BATH CLST. GARAGE LIVING ROOM BATH CLST. COR. 29'-9 1/4" LOW PLATFORM 8'-2"
9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE ENTRY CORRIDOR LIVING ROOM BATH BED ROOM LOW PLATFORM 3'-6" 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
29'-9 1/4" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE CORRIDOR BED ROOM MASTER PATIO LIVING ROOM BATH GARAGE ENTRY 9'-0"
1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE GARAGE LIVING ROOM MASTER PATIO MASTER BATH 1'-0 5/8"
9'-0"
1'-0 5/8"
9'-0"
1'-6 3/4"
4'-0" TOP OF ROOF TRUSS
34'-8" LEVEL 3 PARAPET T.PLATE LEVEL 2 T.PLATE LEVEL 1 T.PLATE 9'-0" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 10, 2021 | MR200458.00 SECTION - B B TOWNHOME C6 8 PLEX - SECTION PLANS A3.33 SECTION - A A SECTION - C C SECTION - D D December 14, 2021 A3.34 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

36'-5" 21'-0"
9'-6" 26'-11"
34'-5" 3'-712" 17'-412" 10'-8" 10'-4" Master Bath Bedroom 2 M. Bedroom Covered Deck2'-0" W.I.C. Bath 2 Unit - C1 First floor: 138 s.f. Second floor: 625 s.f. Third floor: 534 s.f. Total: 1,297 s.f. Garage: 465 s.f. Deck: 162 s.f. 33'-5" 21'-0"
6'-4" 25'-1"
33'-5" 12'-6" 8'-6" 11'-4" 9'-8" Great Room Pdr Kitchen Den1'-0" 36'-5"
2'-0"
2'-0" Foyer
33'-5" 21'-0"
4'-6" 24'-5"
20'-7" 12'-10" 2-Car Garage 7'-7" 8'-6" Entry
4'-6" 4'-11" THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 Scale: 1/4" = 1'-0" THIRD FLOOR SECOND FLOOR FIRST FLOOR ENLARGED UNIT PLANS - C1 TOWNHOMES GARDEN - ENLARGED UNIT PLANS A3.34 December 14, 2021 A3.35 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Entry Foyer
35'-8" 21'-0"
6'-4" 27'-4"
20'-212" 13'-512" 2-Car Garage 7'-8" 13'-4"
2'-0" Entry
35'-8" 21'-0"
4'-6" 22'-2"
26'-8"
9'-0" 8'-4" 11'-8" 9'-4" COVERED Deck Great Room Pdr
9'-0" Kitchen 12'-8"
35'-8" 21'-0"
3'-6" 23'-2"
35'-8"
9'-0" 7'-8" 13'-4" 11'-8" 9'-4" Master Bath M. Bedroom Bedroom 2 Bath 2 W.I.C. Hallway Unit - C2 First floor: 138 s.f. Second floor: 523 s.f. Third floor: 545 s.f. Total: 1,206 s.f. Garage: 485 s.f. Deck: 189 s.f. THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 Scale: 1/4" = 1'-0" THIRD FLOOR SECOND FLOOR FIRST FLOOR ENLARGED UNIT PLANS - C2 TOWNHOMES GARDEN - ENLARGED UNITPLANS A3.35 December 14, 2021 A3.36 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

36'-8" 21'-0"
4'-0" 24'-5" 2'-0"
21'-212" 13'-512" 2-Car Garage 7'-8" 8'-6"
34'-8" FoyerEntry
6'-3" 4'-10"
38'-2" 21'-0"
12'-3" 24'-5"
34'-8" COVERED Deck2'-0" Pdr 7'-212" 13'-912" Great Room Kitchen1'-6" 36'-2" 21'-0"
36'-2" M. Bedroom Bedroom 2 Bedroom 3 3'-8" 17'-4" Hallway Bath 2 Master Bath W.I.C. Unit - C3 First floor: 149 s.f. Second floor: 591 s.f. Third floor: 700 s.f. Total: 1,440 s.f. Garage: 473 s.f. Deck: 164 s.f. THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 Scale: 1/4" = 1'-0" THIRD FLOOR SECOND FLOOR FIRST FLOOR ENLARGED UNIT PLANS - C3 TOWNHOMES GARDEN - ENLARGED UNITPLANS A3.36 December 14, 2021 A3.37 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

LEVEL 1
1’ FLOOR
1’ FLOOR
LEVEL 2
LEVEL 3

LOW ROOF

HIGH PARAPET
9’- 0” 9’ - 0” 9’ - 0”
29’ - 9” 4’-0”
LEVEL 1
1’ FLOOR
1’ FLOOR
LEVEL 2
LEVEL 3

LOW ROOF

HIGH PARAPET
9’- 0” 9’ - 0” 9’ - 0”
29’ - 9” 4’-0”
LEVEL 1
1’ FLOOR
1’ FLOOR
LEVEL 2
LEVEL 3

LOW ROOF
HIGH PARAPET 9’- 0” 9’ - 0” 9’ - 0”
29’ - 9” 4’-0”
December 14, 2021 TOWNHOMES - SITE VIGNETTES A3.38 February 16, 2022 June 8, 2022 ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

A A A4.01 A A A4.01 Pet Spa Corridor Fitness/Cardio Pool Equipt. 9'-6" 2'-0"
10'-0" 2'-0"
2'-0"
2'-0"
3'-0"
3'-6" FIRST FLOOR PLATE HEIGHT ROOF T.O. PARAPET FIRST FLOOR ROOF T.O. PARAPET PLATE HEIGHT MECH ROOM ROOF HEIGHT T.O. PLATE

SEE ELEVATIONS
SEE ELEVATIONS THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 TOWNHOMES CLUBHOUSE - FLOOR & ROOF PLAN A1.51 ROOF PLAN Scale: 1/8" = 1'-0" SECTION A A Scale: 1/8" = 1'-0" December 14, 2021 A4.01 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Finish Floor
8'-0" Hdr.
22'-4" Top of Parapet Top of wall16'-0" Finish Floor Top of wall 19'-0" at Fitness/Yoga 20'-0" t.o.w. 15'-0" t.o.w. THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 FRONT ELEVATION LEFT ELEVATION TOWNHOMES CLUBHOUSE - ELEVATIONS A1.52 Scale: 3/16" = 1'-0" December 14, 2021 A4.02 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 REAR ELEVATION LEFT ELEVATION A1.53 Scale: 3/16" = 1'-0" TOWNHOMES CLUBHOUSE - ELEVATIONS December 14, 2021 A4.03 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 VIEW FROM PARKING VIEW AT POOL AREA A1.54 TOWNHOMES CLUBHOUSE - VIGNETTES December 14, 2021 A4.04 February 16, 2022 June 8, 2022 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00

PLANS, SECTIONS AND ELEVATIONS

SITE DETAILS - CARPORT
A5.02
December 14, 2021 A5.01 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

1 8" CMU WITH SINGLE COAT
PLASTER FINISH, PAINTED. COLOR
TO MATCH ADJACENT BUILDING. SLOPE TO DRAIN 1/4" PER 1'-0" DOORS ANCHORED TO 4" DIA. POST.

PROVIDE STEEL LATCH W/ PAD
LOCK; BALL BEARING HINGES &

BOTTOM LIFT ANCHOR

CONCRETE CURB

METAL ROOF ABOVE

CONCRETE APRON
2 TRASH BIN RECYCLE BIN
64-GALLON
ROLLER

ORGANICS
64-GALLON
ROLLER

ORGANICS
2"X2" WELDED STEEL TUBE FRAME WITH
METAL PANEL INFILL.

PROVIDE STEEL LATCH W/ PAD LOCK;

BALL BEARING HINGES & BOTTOM LIFT
ANCHOR

METAL ROOF
T.O. CONCRETE
T.O. WALL
4" GALV. STEEL PIPE COLUMNS

CONCRETE FILLED, EACH SIDE

CONCRETE PIER FOOTING

STONE CAP

PAINTED METAL

COLUMNS
SINGLE COAT PLASTER FINISH, PAINTED.

COLOR TO MATCH ADJACENT BUILDING
T.O. CONCRETE
5" GUTTER W/ 3" DOWN SPOUT

TO DAYLITE INTO LANDSCAPING
12 1

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. March 15, 2022 | MR200458.00 SIDE ELEVATION - 2

FLOOR PLAN
SCALE: 1/4"=1'-0"
FRONT ELEVATION - 1
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"

SITE DETAILS SITE DETAILS - TRASH ENCLOSURE
A5.05

TRASH PERSPECTIVE
SCALE: NOT TO SCALE
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 LEGEND & KEYNOTES:
4 SIDING - COMPOSITE
"WOOD" FIBER CEMENT

OR ALUMINUM WOOD TEXTURED

OR APPROVED EQUAL
6 MATERIAL & COLOR BOARD A5.04

EXTERIOR ELEVATIONS
1 2 4 6 3 5

APARTMENTS
1 STUCCO - SW 7006

EXTRA WHITE

OR APPROVED EQUAL
RAILING - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
2 STUCCO ACCENT - SW7757

HIGH REFLECTIVE WHITE

OR APPROVED EQUAL
3 STUCCO ACCENT- SW6215

ROCKY RIVER

OR APPROVED EQUAL

FOR REFERENCE ONLY

TOWNHOMES - FRONT LOAD

TOWNHOMES - GARDEN
2 4
7 GARAGE DOOR - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
5 7
5 TRELLIS/AWNING - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
8 STUCCO ACCENT - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
8 2 4 5 7 8
December 14, 2021 A5.03 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. November 19, 2021 | MR200458.00 LEGEND & KEYNOTES:
4 SIDING - COMPOSITE
"WOOD" FIBER CEMENT

OR ALUMINUM WOOD TEXTURED

OR APPROVED EQUAL
6 MATERIAL & COLOR BOARD A5.05
2 4 5 5 8
1 STUCCO - SW 7006

EXTRA WHITE

OR APPROVED EQUAL
RAILING - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
2 STUCCO ACCENT - SW7757

HIGH REFLECTIVE WHITE

OR APPROVED EQUAL
3 STUCCO ACCENT- SW6215

ROCKY RIVER

OR APPROVED EQUAL

FOR REFERENCE ONLY
7 GARAGE DOOR - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
5 TRELLIS/AWNING - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
8 STUCCO ACCENT - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL

FRONT ELEVATION
2 5 8 4 7

REAR ELEVATION

TOWNHOMES CLUBHOUSE
NOTE:

OTHER COLORS MAY NOT BE APPLICABLE
December 14, 2021 A5.04 February 16, 2022 June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

APARTMENTS CLUBHOUSE

THE RESIDENCES AT CAPITAL CENTER
Rancho Cordova, CA
The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2021 BSB Design, Inc. December 14, 2021 | MR200458.00 LEGEND & KEYNOTES:
4 SIDING - COMPOSITE
"WOOD" FIBER CEMENT

OR ALUMINUM WOOD TEXTURED

OR APPROVED EQUAL
6 MATERIAL & COLOR BOARD A5.06
8 1
STUCCO - SW 7006

EXTRA WHITE

OR APPROVED EQUAL

RAILING/GUARDRAIL - TEMPERED

GLASS & STAINLESS STEEL

OR APPROVED EQUAL
2 STUCCO ACCENT - SW7757

HIGH REFLECTIVE WHITE

OR APPROVED EQUAL
3 STUCCO ACCENT- SW6215

ROCKY RIVER

OR APPROVED EQUAL

FOR REFERENCE ONLY
7 GARAGE DOOR - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
5 TRELLIS/AWNING - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL
8 STUCCO ACCENT - SW7068

GRIZZLE GRAY

OR APPROVED EQUAL

FRONT ELEVATION

RIGHT ELEVATION
4 2 8 5

REAR ELEVATION
2 6 4 8
2 5 6 4 8
5 NOTE:

OTHER COLORS MAY NOT BE APPLICABLE
6 December 14, 2021 A5.05 February 16, 2022 June 8, 2022 ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

7 Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's
Fitness/Cardio
Yoga Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness Elev. Men's
Pool Equipt. Elect. FR
open to above

C C C C C C C
C
X

X X X X X X X X
X X

EV EV EV EV EV EV
CAV

KILGORE ROAD

INTERNATIONAL DRIVE
Δ
Δ
SUNRISE BLVD PARCEL 1 PARCEL 2 PARCEL 4 PARCEL 3 PARCEL 3

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 COVER SHEET CV SHEET INDEX: OWNER/DEVELOPER APPLICANT/ENGINEER APN EXISTING ZONING EXISTING GENERAL PLAN DESIGNATION EXISTING PARCEL SIZE PROPOSED PARCEL SIZES BUILDING AREA FAR PROPOSED FAR REQUIRED SETBACK REQUIREMENTS BUILDING HEIGHT PARKING SUMMARY FEMA DESIGNATION OPEN SPACE CALCULATIONS TYPE OF CONSTRUCTION SPRINKLERED LEGEND VICINITY MAP PROJECT DATA ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 BUILDING SUMMARY NT1 APARTMENTS PROPOSED BUILDING SUMMARY B-UNIT TOWNHOMES (REAR YARDS) C-UNIT TOWNHOMES (GARDEN WALK-UP) CLUBHOUSES ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

KILGORE ROAD

INTERNATIONAL DRIVE
Δ
Δ
Δ

SUNRISE BLVD

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 EXISTING CONDITIONS EX LEGEND VICINITY MAP PROJECT DATA APN EXISTING ZONING EXISTING GENERAL PLAN DESIGNATION EXISTING PARCEL SIZE FEMA DESIGNATION ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's
Fitness/Cardio
Yoga Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness Elev. Men's
Pool Equipt. Elect. FR
open to above

C C C C C C C
C
X

X X X X X X X X
X X

EV EV EV EV EV EV
CAV SEE SHEET GR2 SEE SHEET GR3 SEE SHEET GR5 SEE SHEET GR6 SEE SHEET GR4

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY OVERALL GRADING PLAN GR1 LEGEND ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser

X X X X X
X X
X X X

X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X FUTURE BUILDING 4,999± SF AND OUTDOOR AREA 8,800± SF

EV EV EV EV EV EV
CAV

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY GRADING PLAN GR2 MATCHLINE SEE SHEET GR4

MATCHLINE
SEE SHEET GR3
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY GRADING PLAN GR3 MATCHLINE SEE SHEET GR5

MATCHLINE
SEE SHEET GR2
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

CRAWFORD DRIVE

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY GRADING PLAN GR4 MATCHLINE SEE SHEET GR2

MATCHLINE
SEE SHEET GR5
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Women's
Fitness/Cardio
Yoga
Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness
Elev.

Men's
Pool Equipt.

Elect.

FR
open to above
C

X X X X

X X X X X X X X X X
X
X

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY GRADING PLAN GR5 MATCHLINE SEE SHEET GR6 MATCHLINE SEE SHEET GR3

MATCHLINE
SEE SHEET GR4
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

C
C
C
C
C
C
C

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY GRADING PLAN GR6 MATCHLINE SEE SHEET GR5 ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 SECTION 7 SECTION 8

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 GRADING SECTIONS GR7
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

SECTION 1 SECTION 3 SECTION 2 SECTION 4 SECTION 5 SECTION 6 SECTION 7

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 GRADING SECTIONS GR8
ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's
Fitness/Cardio
Yoga Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Sto.

Lounge/Dining
Outdoor Fitness Elev. Men's
Pool Equipt. Elect. FR
open to above

C C C C C C C
C
X

X X X X X X X X
X X

EV EV EV EV EV EV
CAV RESULTANT PARCEL 3 10.001± AC (NET) 10.938± AC (GROSS) RESULTANT PARCEL 4 8.769± AC (NET) 8.769± AC (GROSS) RESULTANT PARCEL 3 10.001± AC (NET) 10.938± AC (GROSS) RESULTANT PARCEL 2 1.99± AC (NET) 2.022± AC (GROSS) RESULTANT PARCEL 1 1.001± AC (NET) 1.083± AC (GROSS)

INTERNATIONAL DRIVE

KILGORE ROAD

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY OVERALL UTILITY PLAN UT1 LEGEND:

ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet Spa Lobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/GatheringOutdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser X X X
X
X X

X X X X X X X X X X X X X X X X X X X X X X X

EV EV EV EV EV EV
CAV

KILGORE ROAD

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY UTILITY PLAN UT2 MATCHLINE SEE SHEET UT3

MATCHLINE
SEE SHEET UT3 KEYNOTES LEGEND:

ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 Women's
Fitness/Cardio
Yoga
Mail/Parcel
Leasing
Office
Bike Sorage
Maint./Sto.

Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
Sto.

Lounge/Dining
Outdoor Fitness
Elev.

Men's
Pool Equipt.

Elect.

FR
open to above
X

X X X X X X X
X
X

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY UTILITY PLAN UT3 MATCHLINE SEE SHEET UT5

MATCHLINE
SEE SHEET UT2 KEYNOTES

MATCHLINE
SEE SHEET UT4 LEGEND:

ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

CRAWFORD DRIVE
KILGORE ROAD MATCHLINE SEE SHEET UT2

MATCHLINE
SEE SHEET UT3

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY UTILITY PLAN UT4 KEYNOTES

MATCHLINE
SEE SHEET UT5 LEGEND:

ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

Women's
Fitness/Cardio
Mail/Parcel
Leasing
Office
Seating
Mech.

Pet Spa
Kitchen
Lobby
Lounge Outdoor
up
up
Lounge/Dining
Outdoor Fitness
Elev.

Men's
open to above
C
C
C
C
C
C
C
C

X X X X X X X X X
X
X
INTERNATIONAL DRIVE MATCHLINE SEE SHEET UT2

MATCHLINE
SEE SHEET UT3

PRELIMINARY PLANS FOR

THE RESIDENCES AT

CAPITAL CENTER
NEC KILGORE ROAD & INTERNATIONAL DR.

RANCHO CORDOVA, CA

RSC ENGINEERING
GGC HIGHWAY 50 LLC
2484 NATOMAS PARK DRIVE,
SUITE 101
SACRAMENTO, CA 95833 PRELIMINARY UTILITY PLAN UT5 KEYNOTES

MATCHLINE
SEE SHEET UT4 LEGEND:

ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

KILGORE ROAD E;ISTING CO00ERCIAL BUILDINGE;ISTING SOCCER )IELDS SOUT+ )OLSO0 CANAL CRAW)ORD DRIVE INTERNATIONAL DRIVE 7
/// ///
/// /// /// ///
/// ///
///
/// /// ///
/// Kitchen Outdoor Fitness Yoga Pool Equipt. Fitness/Cardio Maintenance Bike Storage Pet SpaLobby/Waiting Office/Leasing RR Electrical Room Men's Women's Jan. Sto. Club Room/Gathering Outdoor Patio Outdoor Patio 12'-0" CEILING Dining Lounge pool Data Sto. Mail/Parcel Corridor Outdoor Yoga Fire Riser Women's Fitness/Cardio Yoga Mail/Parcel Leasing Office Maint./Sto. Bike Sorage Seating Mech. Pet Spa Kitchen Lobby Lounge Outdoor up up Sto. Lounge/Dining Outdoor Fitness Elev. Men's Pool Equipt. FR Elect. open to above C C C C C C C C X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

EV EV EV EV EV EV
CAV COSTCO TUSCAN< PARK RENAISSANCE PARK T+E VILLAGE GREEN STARBUCKS

PROSPECT PARK DRIVE

TOWER PARK DRIVE
BARO4UE DRIVE

CORVINA DRIVE
SUNRISE BLVD.

GRACIANO DRIVE THE RESIDENCES AT CAPITAL CENTER Rancho Cordova, CA The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2022 BSB Design, Inc. June 8, 2022 | MR200458.00 North Scale: 1" = 200' (on 24x36 sheet) ADJACENCY CIRCULATION PLAN A0.04A PEDESTRIAN PATH OF TRAVEL SITE LEGEND TOWNHOMES APARTMENTS TOWNHOMES CONNECTION TO BIKE TRAIL BIKE TRAILS ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

S SS
83 43
33 34
37 16
27 37
37 18
35 35 7
up
up open to above C C C C C C C C CV
FUTURE MAX. BUILDING 4,999± SF AND OUTDOOR AREA 8,800± SF EV EV EV EV EV

EV CAV INTERNATIONAL DRIVE KILGORE ROAD SUNRISE BLVD
Outdoor Fitness
Yoga
Pool Equipt. Fitness/Cardio
Maintenance
Bike Storage
Pet Spa
Lobby/Waiting
Office/Leasing
RR
Electrical Room
Men's Women's Jan.

Sto.

Club Room/Gathering
Outdoor Patio
Outdoor Patio
12'-0" CEILING
Dining
Lounge
pool
Data
Sto.

Mail/Parcel
Corridor
Outdoor Yoga
Fire
Riser

INTERNATIONAL DRIVE

12.5' P.U.E. PER
860508 O.R. 1765 CRAWFORD DRIVE
SHEET CE2
SHEET CE3
SHEET CE4
SHEET CE5
SHEET CE6
Luminaire Schedule
Symbol Label Arrangement Lum. Lumens Lum. Watts Qty BUG Rating Description C1 SINGLE 3691 29.77 87 B2-U3-G1 Lumark - RPGC25S - POSITION 2 D25WQ BACK-BACK 12783 113 3 B4-U0-G2 McGraw Edison - GLNA-AF-02-LED-E1-5WQ S1SL2H SINGLE 4689 59 6 B1-U0-G1 McGraw Edison - GLNA-AF-01-LED-E1-SL2-HSS S1T4W SINGLE 6168 59 47 B1-U0-G2 McGraw Edison - GLNA-AF-01-LED-E1-T4W S25WQ SINGLE 12783 113 4 B4-U0-G2 McGraw Edison - GLNA-AF-02-LED-E1-5WQ S2SL2 SINGLE 11889 113 1 B2-U0-G3 McGraw Edison - GLNA-AF-02-LED-E1-SL2 S2T4W SINGLE 12052 113 32 B2-U0-G2 McGraw Edison - GLNA-AF-02-LED-E1-T4W W18 SINGLE 2103 18.2 133 B1-U0-G0 Lumark - XTOR2B-W
Calculation Summary
Label CalcType Max Min Max/Min Avg
CalcPts_1 Illuminance 10.9 0.5 21.80 2.49 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

SCHEDULES
CE1
1 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

S
FUTURE MAX. BUILDING 4,999± SF
AND OUTDOOR AREA 8,800± SF EV EV EV EV EV

EV CAV KILGORE ROA
Outdoor Fitness
Yoga
Pool Equipt.

Fitness/Cardio
Maintenance
Bike Storage
Pet Spa
Lobby/Waiting
Office/Leasing
RR
Electrical
Room
Men's Women's
Jan.

Sto.

Club Room/Gathering
Outdoor Patio
Outdoor Patio
12'-0" CEILING
Dining
Lounge
pool
Data
Sto.

Mail/Parcel
Corridor
Outdoor Yoga
Fire
Riser
129
S1T4W
MH: 18
140
S2T4W
MH: 18
141
S2T4W
MH: 18
158
S1T4W
MH: 18
159
S1T4W
MH: 18
160
S1T4W
MH: 18
161
S1T4W
MH: 18
162
S1T4W
MH: 18
163
S1T4W
MH: 18
164
S2T4W
MH: 18
165
S2T4W
MH: 18
166
S2T4W
MH: 18
167
S2T4W
MH: 18
168
S25WQ
MH: 18
169
S25WQ
MH: 18
170
S1T4W
MH: 18
171
S1T4W
MH: 18
173
S1T4W
MH: 18
172
S1T4W
MH: 18
175
S2T4W
MH: 18
180
S2T4W
MH: 18
181
S2T4W
MH: 18
176
S2T4W
MH: 18
179
S2T4W
MH: 18
177
S2T4W
MH: 18
174
S2T4W
MH: 18
178
S2T4W
MH: 18

1.3 3.4 9.6 5.6 1.9 1.1 3.4 1.3 1.1 2.7 8.6

1.6 2.4 4.3 2.0 1.9 1.8 1.8 1.9 2.0 3.3 3.2 2.5 3.5 0.9 2.3 4.2 1.9 2.3

4.6 2.0 2.0 2.3 2.2 2.0 2.0 2.3 2.4 2.3 2.5 4.2 10.1 1.4 2.8 6.0 2.1 3.9 1.4 0.7

4.9 2.4 2.0 2.2 2.6 2.4 2.4 2.0 2.1 2.4 2.5 2.7 2.5 2.7 3.3 3.9 2.3 2.2 1.5 1.8 2.2 2.0 1.5 1.8 2.0 1.7 2.5 2.9 2.4 1.9 2.0 2.5 2.3 2.3

1.5 1.8 2.0 1.8 2.2 2.5 2.1 2.0 2.3 2.6 2.4 2.2 2.2 2.3 2.5 2.6 2.7 2.5 2.4 2.3 2.3 2.2 2.2 1.9 1.8 1.9 1.6 1.6 1.9 2.1 2.0 2.1 2.0 1.9 2.1 2.3 1.8 1.8 2.0 1.9 1.8 1.9 1.8 1.7 2.0 3.6 9.2

3.4 3.9 2.3 2.1 3.5 4.3 2.2 1.9 3.0 4.6 2.5 2.0 3.0 4.7 3.2 3.9 4.2 2.4 2.3 3.5 4.1 2.4 2.0 2.7 3.8 2.4 1.6 1.7 1.9 2.1 3.5 3.6 2.1 2.0 3.1 3.8 2.3 1.8 2.6 3.5 2.5 2.0 1.9 1.8 1.9 2.8 4.9

6.8 6.9 1.6 1.5 5.5 8.4 2.0 1.5 4.0 9.9 2.6 1.6 3.8 10.94.2 7.1 8.4 2.2 1.9 5.9 8.5 2.0 1.3 3.7 9.8 3.2 2.1 2.3 2.4 1.9 6.6 7.7 2.1 1.6 4.8 8.8 2.5 1.6 4.2 9.1 2.9 1.3 1.3 1.6 2.0 2.0 1.9

5.3 6.6 7.9 5.7 7.8 1.4 2.0 2.1 2.1

5.8 7.4 1.8 2.1 2.3 2.4

1.7 2.1 1.8 2.1 2.0 1.9

2.6 2.4 3.5 2.4 2.4 2.3 1.8 2.0 2.5 2.2 3.1 2.7 1.6 1.7 1.8 1.9 2.3 1.6 1.9

1.2 1.9 2.3 2.3 3.0 2.6 2.7 3.2 3.5 3.1 2.7 3.2 2.9 2.5 2.5 2.3 2.1 2.5 2.6 2.6 3.8 2.8 2.6 2.7 2.6 2.7 2.6 2.5 3.3 2.9 2.5 2.5 2.2 1.9 2.3 2.5 2.4 3.4 2.9 2.5 2.4 1.9 1.1 1.5 2.1 1.8 1.9 1.7 1.6 1.6 2.0 1.5 1.4 2.5 1.8 1.9 1.9

1.6 1.9 2.9 3.7 3.5 2.8 2.7 3.0 2.6 3.1 3.9 3.6 2.6 2.0 2.1 2.1 2.1 2.2 3.0 3.8 3.3 2.4 2.3 2.4 2.4 2.2 2.9 3.8 3.5 2.5 2.0 2.0 1.9 2.0 2.0 2.8 3.7 3.4 2.4 1.8 1.7 2.4 1.9 1.7 2.2 1.8 1.3 1.1 1.0 1.1 1.2 1.7 2.5 3.1 2.9 1.7 1.7 2.3 2.6 2.1

1.6 1.9 2.4 2.5 2.6 2.6 2.7 2.8 2.7 2.8 2.7 2.6 2.4 2.1 2.0 2.0 2.1 2.3 2.7 2.8 2.7 2.4 2.3 2.3 2.3 2.3 2.6 2.7 2.6 2.3 2.0 1.9 1.8 1.9 2.0 2.5 2.6 2.6 2.2 1.8 2.0 2.2 1.9 1.9 1.9 1.3 0.8 0.9 1.6 2.6 2.6 2.6 2.3 1.7 1.5 1.5 2.3

1.5 1.7 1.8 1.9 2.0 2.2 2.6 2.8 2.6 2.3 2.0 1.9 1.9 1.9 2.0 2.1 2.1 2.1 2.1 2.0 2.1 2.1 2.2 2.4 2.3 2.1 2.0 1.8 1.8 1.8 1.8 1.8 1.8 1.9 1.8 1.8 1.7 1.7 1.6 1.6 1.9 2.1 2.1 1.9 1.7 1.1 0.7 1.5 2.3 2.4 2.5 2.6 1.4 0.9

1.5 1.7 1.9 2.1 2.2 2.4 2.6 2.8 2.6 2.3 2.1 2.0 2.1 2.0 2.0 2.0 2.0 2.0 2.1 2.1 2.2 2.3 2.3 2.4 2.4 2.1 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.6 1.5 1.5 1.5 1.6 1.8 2.6 2.2 1.9 1.7 1.1 0.8 1.5 2.0 2.1 2.4 2.0

1.4 1.7 2.5 3.1 3.3 3.0 2.5 2.7 2.7 2.6 2.9 3.0 2.8 2.3 2.1 2.0 2.0 2.1 2.3 3.0 3.2 3.1 2.6 2.5 2.5 2.4 2.4 2.6 2.6 2.5 2.2 2.0 1.8 1.7 1.8 1.9 2.2 2.2 2.2 2.0 1.8 2.5 2.4 1.9 1.9 1.3 0.7 0.6 1.1 1.8 2.0 2.1

3.5 2.8 2.7 3.0 2.8 2.6 3.1 3.7 3.0 2.2 2.1 2.1 2.2 2.3 2.4 3.1 3.8 3.2 2.6 2.7 2.8 2.5 2.5 3.3 3.9 3.2 2.2 2.0 1.8 1.7 1.9 2.0 2.9 3.5 3.3 2.3 1.8 1.7 2.1 2.0 2.1 1.6 1.1 0.7 0.7 0.9 1.4 2.1 1.7

2.3 2.4 3.2 3.1 3.0 4.9 3.1 3.2 3.5 3.2 2.9 2.7 2.7 2.5 2.0 1.8 1.4 1.5 1.2 1.0 1.0 1.1 1.4 1.4

1.8 2.0 2.4 2.1 2.4 3.8 2.5 2.2 2.2 2.3 3.0 3.1 2.6 1.6 1.2 1.0 1.1 1.1 1.0 1.2

1.8 2.1 1.9 1.3 1.7 2.0 2.0 1.6 1.4 1.2 1.1 1.2 1.1 1.0

2.7 3.4 2.6 1.7 2.0 2.2 2.2 2.2 2.0 1.7 1.4 2.7 2.1 1.8 1.6 1.4 1.4

3.1 3.9 3.0 2.0 2.5 2.9 3.2 3.2 2.8 2.4 1.8 3.4 2.4 2.0 1.8 1.6 1.7

3.5 4.3 3.3 2.2 2.7 3.7 4.1 4.1 3.6 2.7 2.1 3.2 2.8 2.6 1.9 1.7 2.1 2.3 2.4

5.1 5.2 4.1 2.2 2.9 4.1 4.8 4.7 4.1 2.9 2.5 4.0 3.7 3.0 2.0 1.7 2.3 3.3 2.5

5.1 5.2 4.1 2.3 2.9 3.9 4.4 4.4 4.0 2.9 2.6 4.5 4.0 3.1 2.0 1.7 2.3 3.6 2.9

3.5 4.3 3.4 2.3 2.8 3.5 4.0 4.0 3.5 2.9 2.4 3.2 3.0 2.7 1.9 1.7 2.3 3.0 2.4

3.3 4.0 3.2 2.2 2.6 2.9 3.1 3.2 3.0 2.7 2.2 3.5 2.4 2.0 1.8 1.6 1.9 1.9 2.3 2.3 2.4 2.7 2.9 2.4 2.3 1.9

2.8 3.6 2.9 2.1 2.4 2.7 2.9 3.0 2.9 2.6 2.3 3.4 2.3 1.8 1.6 1.5 1.6 1.6 2.0 1.8 2.5 3.5 3.7 2.8 2.0 1.8

1.9 2.4 2.5 2.1 2.4 2.8 2.9 3.0 3.0 3.0 2.7 2.9 2.3 1.3 1.1 1.2 1.1 1.2 1.2 2.3 2.6 2.6 2.6 2.6 3.7 4.2 4.2

1.2 1.7 2.0 2.2 2.7 3.2 3.5 3.5 3.4 3.4 3.2 2.1 2.2 2.1 2.3 2.7 3.8 4.8 5.1

1.1 1.4 1.8 2.2 2.8 3.8 4.2 4.3 3.9 3.6 3.5 3.1 3.1 2.2 2.4 2.5 2.5 2.3 2.5 5.0 5.5

3.0 2.0 1.9 2.2 3.0 4.2 4.8 4.7 4.3 3.7 3.8 4.1 3.0 2.2 3.2 3.6 3.1 2.1 2.0

2.5 2.8 3.4 3.7 3.2 3.0 2.8 2.5 2.3 2.5 3.1 4.1 4.4 4.4 4.1 3.6 3.8 4.7 3.5 2.3 2.4 2.8 2.4 2.3 2.0

2.3 3.2 4.3 4.6 4.3 3.5 3.4 3.1 2.9 2.9 3.1 3.5 3.8 3.8 3.5 3.4 3.7 4.3 3.1

1.1 1.5 1.9 2.2 2.2 2.2 2.0 2.1 2.2 2.3 2.7 3.2 3.5 4.2 4.5 4.4 3.7 2.9 2.9 2.8 2.6 2.6 2.6 2.6 2.9 3.2 3.1 2.8

1.3 1.6 2.1 3.2 3.6 3.0 2.1 2.0 1.9 1.7 2.0 2.5 2.8 3.4 4.3 4.1 3.3 2.9 2.8 2.2 1.9 1.8 1.8 1.9 2.2 2.5 2.3 2.5

1.5 2.1 2.3 2.4 3.0 2.4 2.5 2.2 1.5 1.0 1.3 2.5 3.0 2.7 4.1 3.8 3.0 3.4 2.7 1.7 1.2 1.1 1.2 1.3 1.6 1.8 174
W18
MH: 10
183
W18
MH: 10
185
W18
MH: 10
193
W18
MH: 10
206
W18
MH: 10
215
222
W18
MH: 10
271
W18
MH: 10
272
W18
MH: 10
273
W18
MH: 10
274
W18
MH: 10
275
W18
MH: 10
276
W18
MH: 10
277
W18
MH: 10
286
W18
MH: 10
287
W18
MH: 10
288
W18
MH: 10
289
W18
MH: 10
290
W18
MH: 10
233
W18
MH: 10
234
W18
MH: 10
257
S2T4W
MH: 18
263
S2T4W
MH: 18
260
S2T4W
MH: 18
242
D25WQ
MH: 18
265
S2T4W
MH: 18
256
S2SL2
MH: 18
247
D25WQ
MH: 18 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

PHOTOMETRIC

PLAN NW
CE2
2 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

S

CV KILGORE ROAD

12.5' P.U.E. PER 860508 O.R. 1765

CRAWFORD DRIVE
143
S1T4W
MH: 18
145
S1T4W
MH: 18
148
S1T4W
MH: 18
146
S1T4W
MH: 18
147
S1T4W
MH: 18
149
S1T4W
MH: 18
150
S1T4W
MH: 18
160
S1T4W
MH: 18
161
S1T4W
MH: 18
162
S1T4W
MH: 18
163
S1T4W
MH: 18
168
S25WQ
MH: 18
169
S25WQ
MH: 18
170
S1T4W
MH: 18
173
S1T4W
MH: 18
144
S1T4W
MH: 18

1.5 1.3 1.3

1.8 1.6 2.3

1.8 1.5 1.5

2.4 1.8 2.1

5.2 2.3 2.9 7.0 6.1 8.5 4.5 4.9

2.9 2.0 2.1 3.9 4.1 2.4 2.2 4.1 4.8 2.2 1.7 3.5 5.9 2.3 1.3 2.9 7.9 4.3 7.5 7.2 1.4 1.2 5.3 8.1 1.6 6.2 7.9

1.3 1.6 1.6 1.7 1.9 1.8 1.9 2.3 2.3 2.2 2.3 2.4 2.3 1.8 1.6 1.8 2.5 2.1 2.6 2.6 1.5 1.5 3.0 3.9 2.0 1.9 3.4 5.6 2.7 1.7 2.6 6.2 3.3 1.9 2.7 6.9 6.9 1.3 0.9 1.7

1.7 2.1 2.4 1.5 2.1 1.8 2.0 2.6 2.2 1.6 1.7 1.5 2.1 2.4 1.9 1.6 1.6 1.6 1.6 1.4 1.4 1.5 1.6 2.0 2.3 2.3 2.3 2.4 2.4 2.3 2.4 2.6 1.9 1.7 1.8 2.7 2.7 1.5 1.5 3.4 4.1 1.5 1.0 3.2 6.8 2.1 1.1 3.0

4.3 2.8 6.4 5.6 2.4 1.5 1.7 2.0 1.6 1.3 1.4 1.6 1.5 1.4 1.8 1.9 2.3 2.6 2.5 1.9 1.7 1.6 1.6 1.7 1.5 1.7 1.9 1.8 1.7 1.7 1.9 1.5 1.4 1.9 2.4 1.7 1.6 3.0 4.5 2.4

2.4 2.5 6.0 4.3 2.6 2.5 1.6 1.9 1.3 1.3 1.4 1.6 1.6 1.2 1.8 1.7 2.5 4.1 5.7 2.8 1.8 1.5 2.0 1.9 1.5 1.4 1.6 1.6 1.5 1.6 1.7 1.4 1.7 1.9 1.8 1.6 2.4 5.2 2.9 1.6

0.6 0.8 0.8 1.4 3.4 8.5 0.9 2.4 0.8 1.4 1.7 1.3 1.9 1.9 1.6 2.1 2.0 1.6 1.4 1.6 1.5 1.4 2.6 9.8 2.6 1.1

1.1 0.9 0.8 0.9 2.0 4.6 2.8 1.4 1.1 2.0 2.3 1.4 2.2 1.5 1.5 1.7

4.5 2.7 5.8 3.4 1.1 0.7 4.7 1.3 0.8 2.2 6.2

2.7 4.6 3.4 2.8 6.4 3.8 1.3 1.1 1.3 1.8 2.5 2.5 6.2

1.4 2.8 2.4 1.2 0.9 1.0 2.5 6.9 0.7 2.6 4.9 1.4 0.9

4.6 1.2 0.6 0.9 2.0 5.1 1.9 1.3 1.4 0.9 0.8

1.7 1.8 3.9 3.2 1.1 0.7 4.7 1.1 0.6 1.9 5.2

0.7 2.4 7.7 3.8 1.1 0.7 1.7 1.4 1.7 2.4 6.7

1.5 1.1 1.4 1.0 2.1 5.2 0.7 2.6 5.0 1.4 1.0

4.4 1.0 0.5 0.7 2.3 6.8 1.4 1.6 2.1 0.9 0.5

1.9 1.5 2.4 1.8 1.1 1.0 4.6 1.1 0.6 1.5 3.4

0.8 2.6 8.7 4.8 1.2 0.6 2.5 1.4 1.2 2.6 8.2

1.3 1.6 2.7 2.0 2.0 3.7 0.8 2.6 4.4 1.6 1.7

4.3 1.4 1.0 1.2 2.9 8.5 1.0 1.8 3.0 1.0 0.5

3.1 2.1 2.6 2.3 1.8 2.0 3.9 1.1 0.8 1.4 2.5

1.3 3.4 9.6 5.6 1.9 1.1 3.4 1.3 1.1 2.7 8.6

1.6 2.4 4.3 2.0 1.9 1.8 1.8 1.9 2.0 3.3 3.2 2.5 3.5 0.9 2.3 4.2 1.9 2.3

4.6 2.0 2.0 2.3 2.2 2.0 2.0 2.3 2.4 2.3 2.5 4.2 10.1 1.4 2.8 6.0 2.1 3.9 1.4 0.7

4.9 2.4 2.0 2.2 2.6 2.4 2.4 2.0 2.1 2.4 2.5 2.7 2.5 2.7 3.3 3.9 2.3 2.2 1.5 1.8 2.2 2.0 1.5 1.8 2.0 1.7 2.5 2.9 2.4 1.9 2.0 2.5 2.3 2.3

1.5 1.8 2.0 1.8 2.2 2.5 2.1 2.0 2.3 2.6 2.4 2.2 2.2 2.3 2.5 2.6 2.7 2.5 2.4 2.3 2.3 2.2 2.2 1.9 1.8 1.9 1.6 1.6 1.9 2.1 2.0 2.1 2.0 1.9 2.1 2.3 1.8 1.8 2.0 1.9 1.8 1.9 1.8 1.7 2.0 3.6 9.2

3.4 3.9 2.3 2.1 3.5 4.3 2.2 1.9 3.0 4.6 2.5 2.0 3.0 4.7 3.2 3.9 4.2 2.4 2.3 3.5 4.1 2.4 2.0 2.7 3.8 2.4 1.6 1.7 1.9 2.1 3.5 3.6 2.1 2.0 3.1 3.8 2.3 1.8 2.6 3.5 2.5 2.0 1.9 1.8 1.9 2.8 4.9

6.8 6.9 1.6 1.5 5.5 8.4 2.0 1.5 4.0 9.9 2.6 1.6 3.8 10.94.2 7.1 8.4 2.2 1.9 5.9 8.5 2.0 1.3 3.7 9.8 3.2 2.1 2.3 2.4 1.9 6.6 7.7 2.1 1.6 4.8 8.8 2.5 1.6 4.2 9.1 2.9 1.3 1.3 1.6 2.0 2.0 1.9

5.3 6.6 7.9 5.7 7.8 1.4 2.0 2.1 2.1

5.8 7.4 1.8 2.1 2.3 2.4
179
W18
MH: 10
183
W18
MH: 10
177
W18
MH: 10
178
W18
MH: 10
181
W18
MH: 10
180
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MH: 10
182
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MH: 10
184
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185
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MH: 10
186
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MH: 10
187
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MH: 10
188
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MH: 10
189
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190
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MH: 10
191
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MH: 10
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MH: 10
194
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MH: 10
195
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286
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MH: 18 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

PHOTOMETRIC

PLAN SW
CE3
3 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

7 104
C1
MH: 10
108
C1
MH: 10
127
S1T4W
MH: 18
128
S1T4W
MH: 18
129
S1T4W
MH: 18
131
S1T4W
MH: 18
132
S1T4W
MH: 18
133
S1T4W
MH: 18
134
S2T4W
MH: 12
136
S1T4W
MH: 12
140
S2T4W
MH: 18
141
S2T4W
MH: 18
142
S1SL2H
MH: 12
153
S1T4W
MH: 18
130
S1T4W
MH: 18
135
S1SL2H
MH: 18
137
S1T4W
MH: 12
138
S1SL2H
MH: 12
154
S1T4W
MH: 18 155
S1T4W
MH: 18
156
S1T4W
MH: 18
157
S1T4W
MH: 18
171
S1T4W
MH: 18
S1T4W
MH: 18
184
S1T4W
MH: 18
139
S1SL2H
MH: 12

2.4 4.3 3.5 2.0 2.0 3.5 4.0 2.2

2.8 5.8 4.6 2.6 2.6 4.4 5.4 2.6

2.8 5.8 4.6 3.1 3.0 4.7 5.9 2.7

1.9 2.7 2.4 2.2 2.1 2.6 2.8 1.8

5.0 2.6

2.8 2.3

1.3 1.6 1.4 1.7 1.8 1.8 2.2 3.4 2.3 1.2 1.8 3.2 2.6 3.6 2.3 1.4 2.3 4.0 3.1 4.2 2.4 1.4 2.5 4.4 2.4 1.7 1.7 2.3 4.4 2.4 1.2 2.1 4.5 3.0 5.0 2.8 1.9 3.4 6.0 4.0 5.7 2.7 1.4 2.7

1.9 1.6 1.4 1.4 1.4 1.5 2.1 2.4 2.3 2.0 2.0 1.7 1.4 1.2 1.3 1.3 1.4 1.5 1.8 2.2 2.5 2.2 2.2 2.0 1.8 2.0 2.1 2.1 2.0 1.9 1.8 1.6 1.4 1.2 1.3 1.6 1.8 2.2 2.2 2.1 2.6 3.0 2.4 2.1 1.8 1.5 1.5

2.5 1.8 1.9 1.9 1.8 1.9 1.7 1.6 1.7 1.9 1.9 1.9 2.1 2.3 2.1 1.6 1.1 1.1 1.2 1.3 1.4 1.7 2.3 2.2 2.0 2.3 2.5 2.4 2.2 1.9 2.0 2.1 2.2 1.6 1.3 1.3 1.2 1.1 1.3 1.8 2.4 2.8 2.4 2.3 2.9 1.8 1.8 1.8 1.6 1.2

3.1 2.9 1.7 1.7 2.3 2.6 2.1 2.0 2.3 2.2 2.1 2.5 2.6 1.7 1.6 1.6 1.7 1.6 1.4 1.2 1.1 1.4 2.8 2.3 1.8 2.9 2.2 2.4 2.6 2.3 2.0 2.1 2.4 2.2 2.0 2.3 1.5 2.0 2.1 1.4 1.1 1.2 1.6 2.1 2.0 1.8 1.8 2.2 1.2 1.3 1.4 1.4 1.5 1.3

2.6 2.6 2.3 1.7 1.5 1.5 2.3 1.9 2.0 2.5 2.4 5.1 9.1 3.6 1.4 2.0 1.8 2.1 1.8 2.1 2.0 1.8 2.4 1.9 1.5 1.8 1.4 3.5 7.4 1.6 1.4 1.4 1.4 2.3 1.4 1.5 1.6 1.1 1.4 3.3 1.8 1.5 1.9 1.4

2.4 2.5 2.6 1.4 0.9 2.1 2.1 2.9 2.0 1.5 1.5 2.6 7.2 3.0 2.0 2.0 1.3

2.1 2.4 2.0 7.3 3.7 1.7 1.0 3.7 3.4 1.0 2.6 2.7 2.3 1.6 1.2

2.1 6.6 3.9 2.1 1.2 2.0 2.0 0.9 1.6 2.4 2.2

1.2 4.0 3.0 0.8 0.8 2.7 3.2 2.7 2.5

0.9 2.3 2.1 1.0 1.0 3.1 6.1 3.0 3.5

2.2 0.7 0.9 3.0 2.7 1.0 3.1 2.4 2.6

2.6 1.0 0.9 2.6 2.6 0.8 2.2 2.1

1.1 3.3 2.4 0.8 0.9 2.1 2.0 2.5 2.1

0.9 3.0 2.4 0.8 0.9 3.6 8.3 3.6 2.1 1.5 1.3

1.8 0.9 0.9 2.5 2.2 1.3 3.9 2.4 1.9 1.7 1.3

3.3 1.0 0.8 3.2 3.0 0.8 1.2 1.5 1.9 1.9 2.2

1.5 3.2 1.9 1.0 1.2 2.1 2.0 1.8 2.0 1.7 1.5

0.9 3.3 2.8 0.8 1.1 3.9 5.4 2.4 2.2 1.7

2.7 2.9 2.4 2.3 1.9 1.2 0.8 1.1 2.3 2.2 1.4 1.5 1.9 4.0 5.2 7.2 5.5 4.3 2.4 1.0 3.3 3.6 2.2

3.5 3.7 2.8 2.0 1.8 3.6 1.9 1.3 1.0 3.8 4.0 1.3 0.8 1.6 3.2 4.6 5.3 5.0 3.5 2.0 1.0 1.3 2.0 1.9

2.6 2.6 2.6 2.6 3.7 4.2 4.2 4.0 3.6 5.1 3.3 3.4 3.6 4.8 3.9 3.4 2.1 1.7 2.7 3.0 4.0 3.2 3.1 2.2 2.0 3.2 3.0 3.3 2.9 2.7 1.8 0.8 1.7 2.7 3.1 4.4 3.6 2.4 1.1 1.2 1.6 1.8 1.8 1.9 1.7 1.4 0.9 1.2 1.9 2.0

2.2 2.1 2.3 2.7 3.8 4.8 5.1 4.5 3.8 3.4 2.0 1.5 1.8 2.2 1.3 1.0 1.5 2.3 2.4 2.6 4.0 3.5 2.9 2.6 2.4 3.1 3.4 4.0 3.6 2.5 2.1 1.3 1.5 2.1 3.6 4.2 2.9 2.0 1.2 1.1 1.0 1.0 0.9 0.7 1.0 1.0 1.0 1.4 2.3 2.0

2.4 2.5 2.5 2.3 2.5 5.0 5.5 1.9 4.0 4.7 1.1 1.2 4.6 3.7 1.1 1.0 2.3 5.1 1.8 0.8 2.9 4.9 3.2 5.5 4.9 7.4 6.7 2.8 1.9 3.9 5.1 1.7 1.3 1.5 2.1 4.8 4.3 1.7 1.5 4.2 2.9 3.8 2.9 1.2 3.6 2.8 1.1 2.0 5.1 3.1

3.2 3.6 3.1 2.1 2.0 3.1 2.9 2.2 1.2 1.1 2.0

2.4 2.8 2.4 2.3 2.0 7.4 5.9 7.9 2.7 2.3 7.3

4.0 243
W18
MH: 10
244
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MH: 10
245
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MH: 10
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MH: 10
248
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249
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MH: 10
2 W18
MH: 10
4 W18
MH: 10
3 W18
MH: 10
130
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MH: 10
300
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MH: 10
311
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259
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235
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298
W18
MH: 10 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

PHOTOMETRIC

PLAN NE
CE4
4 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

83 37
35 35
up
up
open to above
C
16 C1
MH: 10
17 C1
MH: 10
18 C1
MH: 10
14 C1
MH: 10
5 C1
MH: 10
6 C1
MH: 10
7 C1
MH: 10
8 C1
MH: 10
9 C1
MH: 10
10 C1
11 MH: 10
C1
MH: 10
12 C1
MH: 10
15 C1
MH: 10
20 C1
MH: 10
21 C1
MH: 10
22 C1
MH: 10
23 C1
MH: 10
24 C1
MH: 10
26 C1
MH: 10
25 C1
MH: 10
27 C1
MH: 10
28 C1
MH: 10
29 C1
MH: 10
30 C1
MH: 10
31 C1
MH: 10
32 C1
MH: 10
33 C1
MH: 10
34 35 C1
42 43
C1
44 C1
MH: 10
103
C1
MH: 10
104
C1
MH: 10
105
C1
MH: 10
106
C1
MH: 10
107
C1
MH: 10
108
C1
MH: 10
110
S1T4W
MH: 18
111
S2T4W
MH: 18
114
S1T4W
MH: 18
117
S2T4W
MH: 18
118
S1T4W
MH: 18
109
D25WQ
MH: 18
113
S1T4W
MH: 18
116
S2T4W
MH: 18
119
S25WQ
MH: 18
121
S1T4W
MH: 18
120
S1T4W
MH: 18
151
S25WQ
MH: 18
152
S1T4W
MH: 18
130
S1T4W
MH: 18
115
S2T4W
MH: 18
100
S1T4W
MH: 18
112
S2T4W
MH: 18
184
S1T4W
MH: 18
185
S1SL2H
MH: 18

4.3 5.7 2.6 1.4 2.1 4.1 3.4 3.5 5.7 3.6 4.7 5.8 3.6 5.7 4.5 2.1 3.1 4.6 2.6 2.5 3.6 2.4 1.9 2.5 1.7 0.9 0.7 1.4 2.0 2.6 2.5 2.5 2.5 2.4 2.1 2.0 2.5 5.1 5.4 1.8

3.9 4.7 2.5 1.7 2.9 6.2 4.3 2.3 2.2 1.8 2.3 2.6 2.2 3.3 2.8 1.7 3.3 5.2 2.7 3.3 6.3 3.4 3.1 6.0 3.2 1.2 0.9 1.3 1.8 2.4 2.9 3.5 3.8 3.5 2.9 2.3 2.1 2.7 2.4

2.1 2.2 1.8 1.7 3.1 5.0 3.2 2.0 2.2 3.7 2.4 1.3 1.4 1.6 1.9 2.4 3.4 4.1 4.4 4.1 3.3 2.3 1.8 1.4 1.0

1.6 2.0 1.7 1.9 4.0 7.2 3.4 1.2 1.9 3.2 2.9 2.2 2.4 3.5 4.3 4.9 4.3 3.5 2.3 1.8 1.2 0.7

2.1 1.8 2.1 4.0 5.2 2.8 1.0 2.7 6.6 4.5 2.5 2.4 3.2 3.8 4.0 3.9 3.2 2.4 2.0 1.4 0.9

2.0 1.9 2.6 5.4 7.0 3.2 1.0 2.5 4.3 3.4 2.2 2.2 2.5 2.9 3.1 3.0 2.9 2.6 2.3 1.9 1.6

1.6 1.9 2.7 4.3 5.2 3.7 1.2 3.3 5.1 3.0 1.8 1.7 1.8 2.0 2.1 2.2 2.4 2.6 2.5 2.3

1.6 1.6 2.0 2.6 2.8 3.1 3.6 1.3 4.0 6.1 2.9 1.5 1.3 1.5 1.8 1.8 1.7 1.9 2.4 2.7 2.5

1.3 1.5 1.6 1.5 1.7 2.1 1.9 1.9 2.1 2.7 3.3 2.7 2.8 1.4 3.5 4.1 2.2 1.1 1.1 1.9 2.8 2.1 1.4 1.6 2.3 3.3 3.0

1.8 2.1 2.7 2.9 2.8 2.6 2.2 2.0 2.1 2.8 3.8 2.9 3.3 1.7 5.0 5.5 2.1 0.9 1.1 3.0 6.1 3.3 1.4 1.3 2.2 3.6 3.4

2.3 2.6 3.3 4.3 3.8 2.8 2.2 2.2 2.2 2.8 3.5 2.8 1.4 3.2 3.3 1.5 0.8 1.0 2.4 4.1 2.5 1.2 1.3 2.1 3.2 2.7

3.3 3.6 3.4 4.4 3.6 3.1 2.8 2.5 2.2 2.4 2.5 2.5 1.5 2.8 2.2 1.1 0.7 1.0 2.1 2.7 1.7 1.0 1.2 1.9 2.2 2.4

3.6 3.3 3.3 2.3 1.9 2.0 2.0 2.6 2.4 5.8 3.5 1.2 0.7 1.4 3.9 5.2 2.1 1.0 1.2 1.7 1.8 2.2

1.3 1.3 1.6 1.8 2.0 2.1 4.1 2.7 1.1 0.7 1.3 3.4 4.2 1.9 1.0 1.1 1.5 1.9 2.0

2.1 1.7 1.4 1.5 1.6 1.8 1.8 2.1 2.9 2.0 1.0 0.8 1.3 2.4 2.4 1.4 0.9 1.0 2.0 3.2 2.4

2.4 2.0 1.6 1.6 1.9 1.9 2.0 3.9 5.9 2.8 1.2 1.0 2.0 4.8 3.9 1.6 0.9 1.2 2.7 6.2

1.7 2.2 2.8 3.4 3.6 2.8 2.2 1.7 1.7 2.1 2.1 2.2 3.7 5.0 2.7 1.2 1.1 2.2 4.8 3.9 1.8 1.2 1.2 2.1 3.5

2.1 1.1 3.0 2.0 2.4 3.0 3.4 2.9 2.2 1.7 1.8 2.3 2.9 2.5 2.1 2.3 1.7 1.2 1.6 2.9 3.1 2.3 1.8 1.8 1.4 2.4 2.9

1.7 1.6 3.0 4.5 2.4 1.9 2.3 2.8 3.1 3.2 2.9 2.2 1.7 1.8 2.5 3.6 2.8 1.6 1.6 1.9 1.4 1.2 2.3 5.8 4.5 2.0 1.9 2.1 1.8 4.3 5.5

1.6 2.4 5.2 2.9 1.6 2.1 3.6 3.2 2.8 3.0 2.7 2.1 1.8 2.0 2.6 3.6 2.8 2.5 1.8 1.9 1.3 1.2 2.2 4.2 3.2 1.6 1.8 2.4 1.7 3.2 3.7

1.4 2.6 9.8 2.6 1.1 2.7 9.1 4.4 2.2 2.9 2.4 2.1 1.9 2.0 2.5 2.8 2.8 1.8 1.7 1.7 1.3 1.3 2.9 4.6 2.7 1.8 2.1 2.6 1.9 2.7 2.6

1.5 1.7 2.5 2.1 1.9 1.9 1.9 2.0 2.1 3.1 4.3 2.8 2.7 3.0 4.0 2.5 2.6 2.3 1.4 1.2 2.1 2.4 1.6 2.1 2.7 1.8 2.1 3.2 2.8 1.6 1.3 1.2 1.4 3.4 6.0 2.8 2.1 2.1 2.9 2.5 5.3 4.7 3.0 2.6 2.4 2.6 2.4 2.7 2.0 1.3

2.0 2.0 2.0 1.7 1.6 1.6 2.0 2.8 3.0 2.0 2.4 3.3 3.8 2.9 2.1 1.8 1.5 1.8 4.6 5.3 2.6 4.1 5.9 2.8 3.6 6.7 3.7 1.8 1.4 1.4 1.4 2.5 2.9 1.7 1.6 1.9 2.4 2.0 4.1 4.3 5.3 5.9 5.0 6.4 4.9 6.6 3.7 1.8

2.3 2.3 2.0 1.5 1.2 1.2 1.4 1.8 1.9 1.9 2.4 2.9 2.9 2.7 2.0 1.7 1.4 1.6 2.9 3.1 1.9 2.6 3.2 2.0 2.4 3.5 2.5 1.7 2.0 2.2 1.8 2.6 2.3 1.8 2.6 2.6 2.2 1.2 1.6 2.1 3.7 4.3 3.9 4.7 4.1 5.2 3.6 2.0

1.8 2.1 1.8 1.4 1.1 1.0 1.1 1.3 1.6 1.8 2.0 2.1 2.0 2.0 1.8 1.6 1.3 1.2 1.3 1.3 1.1 1.2 1.3 1.1 1.2 1.4 1.3 1.3 1.5 1.5 1.7 2.0 1.9 1.6 2.2 2.3 2.0 1.0 0.9 1.2 1.6 1.8 1.8 1.9 2.0 2.5 2.7 2.2 2.1

1.6 1.3 1.2 1.2 1.3 1.4 1.6 1.8 2.3 2.5 2.1 2.2 2.2 1.9 2.0 1.6 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.9 2.5 2.5 2.0 2.1 2.2 1.9 1.3 1.2 1.2 1.2 1.2 1.3 1.4 1.6 2.0 2.4 2.3 2.2

1.3 1.1 1.3 1.8 2.0 1.9 2.0 3.8 5.4 3.5 4.7 4.7 3.3 5.0 3.2 1.5 1.1 1.1 1.5 1.8 1.7 1.4 1.2 1.1 1.0 1.1 1.3 2.0 3.6 3.8 2.7 3.4 3.7 2.4 2.7 3.3 2.0 1.3 1.2 1.6 1.8 2.0 2.1 2.2 1.9

1.2 1.3 1.3 1.4 1.7 1.6 2.0 4.0 5.6 3.4 4.5 4.5 3.3 5.2 3.3 1.5 1.2 1.2 1.4 1.9 1.7 1.6 1.7 1.5 1.1 1.0 1.3 2.3 5.4 5.6 3.1 5.0 6.0 3.0 4.2 6.1 2.7 1.5 1.3 1.5 1.9 1.9 1.9 1.8 1.8

1.1 1.6 1.5 1.5 2.3 1.4 1.9 2.5 2.2 1.6 1.6 1.6 1.4 1.7 1.3 1.0 1.4 1.6 1.4 2.3 2.0 2.5 3.7 2.9 1.3 1.1 2.1 3.1 3.4 2.9 1.9 2.6 2.9 1.9 2.3 2.8 1.9 1.6 1.6 1.4 2.3 1.9 1.9 2.1 1.7

2.6 6.0 4.4 1.6 1.5 3.9 6.0 2.8

2.0 4.0 3.1 1.4 1.4 3.2 4.3 2.1

2.0 3.9 3.0 1.5 1.5 3.3 4.0 1.9

2.7 6.4 4.3 1.8 1.9 4.7 6.1 2.4

2.4 4.3 3.5 2.0 2.0 3.5 4.0 2.2

2.8 5.8 4.6 2.6 2.6 4.4 5.4 2.6

2.8 5.8 4.6 3.1 3.0 4.7 5.9 2.7

1.9 2.7 2.4 2.2 2.1 2.6 2.8 1.8

5.0 2.6

2.8 2.3
243
W18
MH: 10
244
W18
MH: 10
245
W18
MH: 10
246
W18
MH: 10
248
W18
MH: 10
249
W18
MH: 10
250
W18
MH: 10
251
W18
MH: 10
W18
MH: 10
253
W18
MH: 10
254
W18
MH: 10
255
W18
MH: 10
202
W18
MH: 10
203
W18
MH: 10
204
W18
MH: 10
311
W18
MH: 18
259
W18
MH: 10 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

PHOTOMETRIC
PLAN
EAST
CE5
5 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

43 33
34 16
27 37
37 18

C C C C C C C
65 C1
MH: 10
67 C1
MH: 10
66 C1
MH: 10
68 C1
MH: 10
69 C1
MH: 10
70 C1
MH: 10
71 C1
MH: 10
72 C1
MH: 10
73 C1
MH: 10
33 MH: 10
C1
MH: 10
34 C1
MH: 10
35 C1
MH: 10
36 C1
MH: 10
37 C1
MH: 10
39 C1
MH: 10
40 C1
MH: 10
41 C1
MH: 10
42 C1
MH: 10
43 C1
MH: 10
44 C1
MH: 10
45 C1
MH: 10
46 C1
MH: 10
47 C1
MH: 10
48 C1
MH: 10
49 C1
MH: 10
50 C1
MH: 10
51 C1
MH: 10
52 C1
MH: 10
53 C1
MH: 10
54 C1
MH: 10
55 C1
MH: 10
56 C1
MH: 10
57 C1
MH: 10
58 C1
MH: 10 59
C1
MH: 10
60 C1
MH: 10
61 C1
MH: 10
62 C1
MH: 10
63 C1
MH: 10
64 C1
MH: 10
78 C1
MH: 10
79 C1
MH: 10
80 C1
MH: 10
81 C1
MH: 10
82 C1
MH: 10
83 C1
MH: 10
85 C1
MH: 10
86 C1
MH: 10
84 C1
MH: 10
87 C1
MH: 10
88 C1
MH: 10
89 C1
MH: 10
94 C1
MH: 10
95 C1
MH: 10
96 C1
MH: 10
102
S2T4W
MH: 18
105
S2T4W
MH: 18
106
S2T4W
MH: 18
104
S2T4W
MH: 18
108
S1T4W
MH: 18
109
D25WQ
MH: 18
S1T4W
MH: 18
122
S2T4W
MH: 18
125
S1T4W
MH: 18
126
S1T4W
MH: 18
101
S2T4W
MH: 18
103
S2T4W
MH: 18
107
S1T4W
MH: 18
123
S2T4W
MH: 18
124
S1T4W
MH: 18
186
S1SL2H
MH: 18
187
S1T4W
MH: 18

2.0 1.6 1.5 1.4 1.0

2.4 1.9 1.9 1.8 1.5 1.4 1.3

2.4 2.6 2.4 2.1 1.9 1.7 2.0

2.7 3.6 2.6 2.2 2.3 2.2 2.4

2.6 3.6 2.6 2.3 2.7 3.1 2.5 1.8 4.4 3.1 1.4 1.1

2.4 2.9 2.5 2.3 2.9 3.8 4.0 2.2 5.2 3.6 1.6 1.5 1.6 1.8 2.3

2.4 2.1 2.4 2.4 2.9 3.0 2.7 2.2 3.5 2.4 1.5 1.8 2.0 2.1 2.9

2.5 2.3 2.4 2.4 2.3 2.3 2.8 3.5 6.0 2.8 1.6 2.0 2.9 2.5 2.5

2.5 2.3 2.3 2.3 2.0 2.2 3.1 3.1 4.5 2.5 1.6 2.2 3.5 2.9 3.9

2.9 2.3 2.2 2.1 1.7 1.6 1.9 2.8 3.3 3.9 2.1 1.6 2.3 3.3 2.6 3.1

2.5 2.5 2.4 1.8 1.3 1.1 1.8 4.1 5.0 3.9 4.9 3.6 3.7 2.2 4.8 5.6 2.3 1.6 2.1 2.3 2.5 3.0

2.9 3.4 2.6 1.6 0.9 0.8 1.5 3.9 5.0 4.3 6.1 4.7 6.5 3.5 1.2 1.1 3.0 4.9 2.6 2.5 4.0 2.6 2.1 3.2 2.8 2.9 2.9 1.8 1.6 2.0 2.4 3.1 3.4

2.9 3.7 2.4 1.4 0.8 0.8 1.1 1.8 2.1 2.2 2.6 2.5 3.0 2.0 1.0 1.1 3.0 4.8 2.6 3.1 5.8 3.3 3.1 6.3 3.8 1.9 1.5 1.5 1.6 1.9 2.6 3.2 2.8 2.0 2.3 1.7 2.3 2.6 1.9 1.2 1.5 1.6 1.2 1.4 1.8 1.4 1.0 1.0 1.2

2.4 3.0 2.2 1.3 0.8 0.9 1.2 1.5 1.6 1.6 1.6 1.6 1.5 1.2 0.9 0.9 1.3 1.7 1.4 1.7 2.3 1.8 2.0 3.1 2.5 1.6 1.4 1.5 1.7 1.9 2.1 2.2 2.2 2.2 2.2 2.0 2.7 5.2 4.7 2.4 3.9 4.7 2.4 3.5 5.0 2.5 1.4 1.2 1.4

2.4 2.1 1.9 1.2 0.9 1.1 1.5 1.8 2.2 2.3 2.2 2.0 1.7 1.4 1.0 0.8 1.0 1.2 1.0 1.0 1.1 1.0 1.0 1.2 1.8 1.6 1.4 1.7 1.9 1.9 2.1 2.2 2.4 2.6 2.5 2.3 2.6 4.9 4.5 2.5 3.7 4.5 2.4 3.4 4.8 2.6 1.8 1.6 1.4

2.7 2.3 1.8 1.3 1.4 1.7 2.0 2.0 2.7 3.6 3.5 2.7 1.8 1.5 1.1 1.0 1.9 3.0 2.0 1.7 2.2 1.7 1.3 1.5 1.8 2.1 1.7 2.2 2.2 2.0 2.2 2.5 2.6 2.4 1.9 1.9 1.9 2.2 2.0 1.5 1.7 1.8 1.4 1.6 2.0 1.8 1.9 2.1 2.3

4.8 3.3 1.8 1.7 3.0 3.7 3.1 2.7 2.5 2.8 2.7 2.4 2.1 1.7 1.1 1.1 2.9 6.3 3.3 2.9 5.6 3.6 2.4 4.0 3.2 2.3 2.0 2.6 2.8 2.5 2.2 2.0 2.0 1.7 1.7 1.5 1.4 1.2 1.1 1.1 1.2 1.2 1.2 1.2 1.4 1.6 2.0 1.9 1.6

6.7 3.9 1.8 2.1 5.1 5.9 3.4 2.1 2.3 4.1 2.9 2.6 5.3 4.3 2.5 3.0 2.2 2.8 2.9 2.6 2.5 2.4 1.7 1.9 1.7 1.3 1.1 1.0 1.1 1.1 1.4 1.6 1.6 1.6 1.6 1.8 1.5 1.5

4.9 3.0 1.5 1.9 3.6 3.4 1.5 1.3 2.1 2.9 2.4 2.4 2.3 2.0 1.7 2.1 2.8 2.2 1.1 0.8 1.1 2.0 2.3 1.6 1.2 1.2 1.4 1.9 1.9 1.6 1.6 1.6 1.4 1.5

4.3 6.7 2.9 1.5 2.4 5.1 3.6 1.3 3.2 2.4 2.0 2.9 2.2 1.9 3.1 5.8 3.5 1.3 0.7 1.3 4.0 5.5 2.4 1.6 1.6 1.4 1.9 1.9 1.5 1.8 1.6 1.1 1.0

3.7 4.7 2.4 1.4 2.5 5.4 3.7 1.3 3.1 2.4 2.0 2.1 2.1 1.9 3.3 5.9 3.7 1.3 0.8 1.3 3.0 3.7 1.8

4.8 5.7 2.3 1.3 2.2 3.5 2.4 1.0 2.8 2.7 2.9 1.9 1.4 1.6 3.5 5.8 3.2 1.2 0.8 1.4 2.5 2.3 1.1

3.2 3.6 1.7 1.4 3.2 6.0 3.0 2.8 4.7 3.5 3.2 1.8 1.2 1.5 3.8 6.3 3.1 1.2 0.9 2.2 5.3 3.8 1.2

1.8 1.8 1.1 1.3 2.9 4.8 2.6 1.8 2.8 3.2 2.9 1.8 1.1 1.5 3.7 4.6 2.4 1.1 1.0 2.1 4.4 3.2 1.1

3.7 2.7 1.2 1.4 3.0 4.0 2.1 2.4 2.9 2.7 2.5 1.6 1.1 1.6 4.6 5.7 2.2 1.1 1.1 2.0 2.9 2.1

5.7 3.6 1.4 1.6 4.3 6.0 2.3 2.6 3.8 3.8 2.7 1.6 1.0 1.2 2.4 2.7 1.5 1.0 1.5 3.4 5.8 3.2

2.5 2.0 1.1 1.5 3.0 3.4 1.6 2.1 5.1 6.8 3.2 1.5 1.0 1.2 2.0 1.8 1.1 1.0 1.6 3.3 5.6

1.7 2.2 1.5 1.1 1.9 4.0 3.5 1.5 1.5 3.7 4.7 2.5 1.3 1.1 2.1 4.6 3.4 1.4 1.0 1.5 2.1 2.6

3.5 5.3 2.3 1.2 2.3 5.8 4.6 1.6 1.6 3.8 3.8 1.9 1.1 1.1 2.3 5.1 3.7 1.4 1.1 1.5 2.1 1.7

3.3 4.6 2.2 1.3 2.2 4.0 3.3 1.5 2.0 5.5 5.1 2.1 1.2 1.2 2.1 3.4 2.5 1.2 1.1 1.6 2.3 2.2

2.8 3.2 1.9 1.6 3.1 6.3 4.3 2.2 1.8 3.5 3.6 2.1 1.6 1.3 3.2 6.1 3.1 1.3 1.3 2.0 2.7 2.4

4.8 5.3 2.5 2.7 5.0 7.0 5.1 4.1 2.4 4.9 4.0 2.4 1.8 1.3 2.9 4.7 2.7 1.3 1.4 2.6 5.2 4.4

3.1 3.5 2.2 2.2 2.9 3.5 3.4 3.4 2.6 2.8 2.5 5.3 4.2 2.5 1.8 1.4 3.2 3.8 2.0 1.1 1.4 2.7 5.8 4.9

1.9 1.9 1.6 1.8 2.0 2.9 3.8 3.9 2.9 2.4 2.7 2.7 2.5 2.6 3.0 3.0 3.7 4.6 3.5 2.1 1.9 1.4 1.1 1.3 1.3 1.5 2.0 3.4 2.6 1.8 1.7 4.7 5.5 2.1 1.0 1.2 2.1 3.2 2.6

4.0 2.7 1.6 1.6 1.8 2.2 2.4 2.6 2.5 2.3 2.4 2.4 2.3 3.0 3.6 4.0 5.2 7.7 4.6 3.6 5.4 3.4 2.4 3.8 2.8 1.2 1.0 2.7 2.7 1.9 1.3 2.5 2.7 1.4 0.9 1.2 2.9 4.7 2.5

5.9 3.4 1.5 1.1 1.2 1.3 1.5 1.7 1.8 1.9 2.1 2.1 2.0 2.2 2.3 2.8 3.9 5.0 3.5 3.2 5.0 3.3 2.8 5.6 3.7 1.3 0.9 2.1 2.6 1.6 1.0 1.2 1.2 1.0 0.9 1.3 3.4 5.8 2.7

1.6 2.6 1.9 1.0 0.8 0.8 1.0 1.4 1.9 1.8 1.9 2.0 1.8 1.7 1.6 1.5 1.7 2.1 2.3 2.0 1.8 1.9 1.6 1.6 2.2 1.7 0.9 1.1 2.1 2.6 1.5 1.3 1.3 1.2 1.1 1.1 1.4 2.4 2.9 1.6

2.0 2.5 1.6 1.0 1.1 1.4 1.6 2.8 4.7 3.2 3.4 3.8 2.6 2.9 2.4 1.5 1.6 2.0 1.7 1.5 1.6 1.3 1.1 1.1 1.1 0.8 0.7 1.4 2.1 2.7 1.9 1.8 1.8 1.7 1.5 1.5 2.0 3.6 3.8 1.6

4.3 5.7 2.6 1.4 2.1 4.1 3.4 3.5 5.7 3.6 4.7 5.8 3.6 5.7 4.5 2.1 3.1 4.6 2.6 2.5 3.6 2.4 1.9 2.5 1.7 0.9 0.7 1.4 2.0 2.6 2.5 2.5 2.5 2.4 2.1 2.0 2.5 5.1 5.4 1.8

3.9 4.7 2.5 1.7 2.9 6.2 4.3 2.3 2.2 1.8 2.3 2.6 2.2 3.3 2.8 1.7 3.3 5.2 2.7 3.3 6.3 3.4 3.1 6.0 3.2 1.2 0.9 1.3 1.8 2.4 2.9 3.5 3.8 3.5 2.9 2.3 2.1 2.7 2.4

2.1 2.2 1.8 1.7 3.1 5.0 3.2 2.0 2.2 3.7 2.4 1.3 1.4 1.6 1.9 2.4 3.4 4.1 4.4 4.1 3.3 2.3 1.8 1.4 1.0

1.6 2.0 1.7 1.9 4.0 7.2 3.4 1.2 1.9 3.2 2.9 2.2 2.4 3.5 4.3 4.9 4.3 3.5 2.3 1.8 1.2 0.7 PRELIMINARY PLANS FOR THE RESIDENCES AT CAPITAL CENTER NEC KILGORE ROAD & INTERNATIONAL DR. RANCHO CORDOVA, CA RSC ENGINEERING GGC HIGHWAY 50 LLC 2484 NATOMAS PARK DRIVE, SUITE 101 SACRAMENTO, CA 95833

PHOTOMETRIC

PLAN SE
CE6
6 6
June 8, 2022
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

C C C C C C C
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FUTURE BUILDING 4,999± SF
AND OUTDOOR AREA 8,800± SF
EV EV
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ITEM 21.1.

ATTACHMENT 3
Exhibit A to the Resolution

7 Elev.

C C C C C C C
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X
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X X X X X X X X X X X

X X X X
FUTURE BUILDING 4,999± SF
AND OUTDOOR AREA 8,800± SF EV EV EV EV EV

EV CAV KILGORE ROAD

INTERNATIONAL DRIVE

CRAWFORD DRIVE
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8 10
11 13
5 5
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10 2
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7 The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations June 8, 2022 | MR200458.00 (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2019 BSB Design, Inc.

RANCHO CORDOVA, CA.

THE RESIDENCES AT CAPITAL CENTER
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
0 60' 120' (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m Scale: 1" = 60'-0"
Preliminary Landscape Plan PL1

SYMBOL DESCRIPTION
PROPOSED BUILDINGS - SEE ARCHITECTURAL PLANS.

PROPOSED TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS.

PROPOSED CARPORTS - SEE ARCHITECTURAL PLANS.

PROPOSED STORMWATER FEATURES - SEE CIVIL PLANS.

PROPOSED MONUMENT SIGNAGE.

PROPOSED POOL AMENITY AREA.

PROPOSED PICNIC AREA.

PROPOSED TOT LOT.

PROPOSED FIRE PIT WITH SHADE STRUCTURE.

PROPOSED OPEN TURF AREA.

PROPOSED 6` OPEN METAL FENCE.

SEE SHEET PL2, DETAIL 3.

PROPOSED 6` METAL PEDESTRIAN GATE.

SEE SHEET PL2, DETAIL 2.

PROPOSED 5` WOOD FENCE FOR PRIVATE BACKYARDS.

SEE SHEET PL2, DETAIL 4.

PROPOSED MAIN ENTRY GATE, TOWNHOMES.

SEE SHEET PL2, DETAIL 1.

PROPOSED MAIN ENTRY GATE, APARTMENTS.

SEE SHEET PL2, DETAIL 1.

PROPOSED EVA GATE.

PROPOSED 36" DECORATIVE METAL FENCE ON 36" CMU WALL.

SEE SHEET PL2, DETAIL 5.

PROPOSED ENTRY GATE KEYPAD.

SEE SHEET PL2, DETAIL 6.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18

REFERENCE NOTES SCHEDULE
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EG ISTERED LANDSCAPE ARCH I T
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STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX

GENERAL PLANTING NOTES

GENERAL IRRIGATION NOTES
SHADE TREES 195
ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY RED MAPLE (40'X35') 24" BOX, M PISTACIA CHINENSIS / CHINESE PISTACHE (40'X40') 24" BOX, L ULMUS CARPINIFOLIA X PARVIFOLIA `FRONTIER` / FRONTIER ELM (40'X35') * 24" BOX, M ZELKOVA SERRATA 'VILLAGE GREEN' / VILLAGE GREEN SAWLEAF ZELKOVA (50'X35') 24" BOX, M SCREEN TREES 84
CEDRUS DEODARA / DEODAR CEDAR (60'X40')* 15 GAL., L
PODOCARPUS GRACILIOR / FERN PINE (40'X20')* 15 GAL., M
QUERCUS ILEX / HOLLY OAK (60'X40')* 15 GAL., L
ACCENT TREES 275
CERCIS OCCIDENTALIS / WESTERN REDBUD (18'X18') 15 GAL., L LAGERSTROEMIA INDICA X FAURIEI 'ARAPAHO' / RED CRAPE MYRTLE (25'X20') 15 GAL., L MAGNOLIA GRANDIFLORA 'LITTLE GEM' / LITTLE GEM DWARF MAGNOLIA (25'X15')* 15 GAL., M X CHITALPA TASHKENTENSIS 'PINK DAWN' / PINK DAWN CHITALPA (30'X25') 15 GAL., L SUBORDINATE TREES 189
ACER BUERGERIANUM / TRIDENT MAPLE (25'X25') 15 GAL., M
GINKGO BILOBA 'PRINCETON SENTRY' / MAIDENHAIR TREE (40'X20') 15 GAL., M KOELREUTERIA PANICULATA / GOLDEN RAIN TREE (35'X30') 15 GAL., M ZELKOVA SERRATA 'MUSASHINO' / MUSASHINO SAWLEAF ZELKOVA (40'X15') 15 GAL., M STREET TREE 61
QUERCUS RUBRA / RED OAK (60'X45') 24" BOX, M
ULMUS PARVIFOLIA 'TRUE GREEN' / TRUE GREEN LACEBARK ELM (50'X40')* 24" BOX, M

SHRUB AREA
ACACIA COGNATA 'ACCOG01' / COUSIN ITT LITTLE RIVER WATTLE (3'X5') 5 GAL., L CALLISTEMON VIMINALIS 'LITTLE JOHN' / LITTLE JOHN WEEPING BOTTLEBRUSH (3'X3') 5 GAL., L CISTUS X PURPUREUS / ORCHID ROCKROSE (4'X4') 5 GAL., L
DIANELLA TASMANICA 'VARIEGATA' / VARIEGATED FLAX LILY (4'X3') 5 GAL., L DIETES BICOLOR / FORTNIGHT LILY (3'X3') 5 GAL., L
ELAEOCARPUS DECIPIENS 'MONPROUD' / JAPANESE BLUEBERRY TREE DWARF (10'X8') 5 GAL., L GREVILLEA X `NOELLII` / NOEL GREVILLEA (4'X5') 5 GAL., L HYPERICUM X MOSERANUM / GOLD FLOWER (3'X3') 5 GAL., L
MUHLENBERGIA RIGENS / DEER GRASS (4'X4') 5 GAL., L
NANDINA DOMESTICA 'GULF STREAM' TM / GULF STREAM HEAVENLY BAMBOO (4'X2') 5 GAL., L PRUNUS CAROLINIANA 'MONUS' TM / BRIGHT 'N TIGHT LAUREL CHERRY (8'X6') 5 GAL., L RHAMNUS CALIFORNICA `MOUND SAN BRUNO` / CALIFORNIA COFFEEBERRY (5'X8') 5 GAL., L RHAPHIOLEPIS UMBELLATA / YEDDA HAWTHORN (5'X5') 5 GAL., L RHAPHIOLEPIS UMBELLATA `MINOR` / DWARF YEDDA HAWTHORNE (4'X4') 5 GAL., L

GROUND COVER AREA
ARCTOSTAPHYLOS X 'EMERALD CARPET' / EMERALD CARPET MANZANITA (12"X5') 1 GAL., L COPROSMA KIRKII 'VERDE VISTA' / VERDE VISTA CREEPING COPROSMAT (3'X6') 1 GAL., L COTONEASTER DAMMERI 'LOWFAST' / LOWFAST BEARBERRY COTONEASTER (8"X6') 1 GAL., L LOMANDRA LONGIFOLIA 'BREEZE' / BREEZE MAT RUSH (3'X3') 1 GAL., L TEUCRIUM X LUCIDRYS PROSTRATUM / GERMANDER (6"X3') 1 GAL., L TURF AREA 21,347 SF

TURF SOD BOLERO PLUS / FESCUE BLEND SOD, H

STORMWATER FEATURES
CHONDROPETALUM TECTORUM 'DWARF' / DWARF CAPE RUSH 1 GAL., L JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL., L
LEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE GIANT WILD RYE 1 GAL., L MUHLENBERGIA RIGENS / DEER GRASS 1 GAL., L
SISYRINCHIUM BELLUM / BLUE-EYED GRASS 1 GAL., L

TURF SOD BIOFILTRATION SOD / DELTA BLUEGRASS BIOFILTRATION SOD SOD, M

PRELIMINARY PLANT SCHEDULE
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

7 Elev.

C C C C C C C
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X X X X X X X X X X X

X X X X
FUTURE BUILDING 4,999± SF
AND OUTDOOR AREA 8,800± SF EV EV EV EV EV

EV CAV KILGORE ROAD

INTERNATIONAL DRIVE

CRAWFORD DRIVE
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The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations June 8, 2022 | MR200458.00 (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2019 BSB Design, Inc.

RANCHO CORDOVA, CA.

THE RESIDENCES AT CAPITAL CENTER
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
0 60' 120' (916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m Scale: 1" = 60'-0"
Preliminary Shade Calculations PL2
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations June 8, 2022 | MR200458.00 (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) © 2019 BSB Design, Inc.

RANCHO CORDOVA, CA.

THE RESIDENCES AT CAPITAL CENTER
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m Preliminary Details PL3

ENTRY GATE - SWING
2 1
4 5 3
6 9
8 2
1 2
3 4
5 6
7 8
6'
6"

PER PLAN
9 7
1 4'
5'
2'-8"
MIN. CLR.
12"
MIN.
24"
MIN.
2'
1'
6' 4" MAX
DECORATIVE METAL PEDESTRIAN GATE - 6'-0" HEIGHT
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
3' 30" MIN.
4" MAX
2 8'-0" O.C. MAX.
1 2
3 4

OPEN METAL FENCE
1 2
3 4
5 6
7 6'
4"
MAX
1'- 5"
2'-2"
6 7
5 4"
MAX
3 36" DECORATIVE METAL FENCE ON 36" CMU WALL
7'-10" O.C. MAX
3'-0"
2"
3'
8"
1' MIN.
1 2
3 4
5 6
7 1
2 3
4 5
6 7
5 ENTRY GATE KEYPAD
1 2
5 4
3 6
7 8 9
10 1
2 3
4 5
6 7
8 9
10 1'-6"
3'-4"
1'
2'-7"
3'-4'
6 2'-6"
8"
3"
4'-0"
3"

SECTION A ELEVATION
2 3
5 5
3 4
1 1
3 2
4 1
2 3
4 5
WOOD FENCE - HORIZ. BOARD 4
R

EG ISTERED LANDSCAPE ARCH I T
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STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX
ITEM 21.1. ATTACHMENT 3 Exhibit A to the Resolution

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 1 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
General Conditions

1. The approved entitlement is for a Major Design Review for The Residences at Capital Center as described in the City Council staff report dated November 21, 2022 and attached project plans (Exhibit A) with the conditions herein, for project number PLND1221-0024.

Project
Description
On-Going Planning

2. The Applicant shall hold harmless the City, its Council Members, officers, agents, employees, and representatives from liability for any award, damages, costs and fees incurred by the City and/or awarded to any plaintiff in an action challenging the validity of this permit or any environmental or other documentation related to approval of this permit. Applicant further agrees to provide a defense for the City in any such action.

General On-Going Planning

3. Any future alteration to the buildings, change in use, intensification of the site, or modification to the parking and landscaped area must be reviewed by the City to ensure compliance with all local, state, and federal regulations. Minor modifications that are found to be in substantial conformance with the approved plans such as colors, plant materials, or minor lot line adjustments, may be approved administratively. Major modifications shall be approved by the applicable decision-making body.

General On-Going Planning/
Building
/Public Works

4. Applicant/Developer shall not carry a negative account balance with the City for the processing of the project. If a negative account balance occurs, it will be the developer's responsibility to pay the balance due, in order to avoid delays in the processing of future permits or recordation of maps. Please email the Finance Department at [email protected] for the status of your account with the City.

General On-Going Finance

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 2 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

5. Applicant shall be responsible for all damage to City streets associated with construction of the project and shall repair any damage as soon as possible.

City Street
Repair
On-Going Public Works

6. SASD Design Standards and Specifications require minimum 6- inch lower laterals for commercial and industrial buildings.

Demolishing of the building may require replacing the existing 4- inch lower lateral to a 6-inch lower lateral.

Design
Standards
On-Going Sacramento
Area Sewer
District

7. Construction of a grease trap or sand oil separator may be required. The Applicant must verify with the applicable jurisdiction’s building department.

Grease Trap On-Going Sacramento
Area Sewer
District

8. If any proposed garbage enclosure will contain a drain to the sewer, it must be covered.

Garbage
Enclosure
On-Going Sacramento
Area Sewer
District

9. SMUD has existing overhead 69/12kV facilities along International Drive that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 95 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Existing
Overhead
Facilities
On-Going SMUD

10. SMUD has existing underground 12kV facilities on Crawford Drive and along Kilgore Road that will need to remain. The Applicant shall be responsible for maintain all CalOSHA and State of California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.

Existing
Underground
Facilities
On-Going SMUD

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 3 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

11. The Applicant shall disclose existing or proposed 69kV electrical facilities to future and/or potential owners located along Folsom South Canal and International Drive.

Owner
Disclosure
On-Going SMUD

12. SMUD has existing 69kV pole line going north from International Drive along west side of the Folsom south canal that will need to remain. They are in rights that also need to remain.

SMUD Pole
Line
On-Going SMUD

13. SMUD reserves the right to use any portion of its easements on or adjacent to the subject property that it reasonably needs and shall not be responsible for any damages to the developed property with said easement that unreasonably interferes with those needs.

SMUD
Easements
On-Going SMUD

14. Future development of the commercial space at the northwest corner of the project, shall acquire a Design Review Entitlement (and/or any other applicable entitlement) prior to construction and operation, once a tenant has been determined. The Design Review Entitlement that is to be required shall be determined by the applicability sections of section 23.140 Minor Design Review and section 23.141 Major Design Review.

Additional
Entitlements
On-Going Planning

15. All outdoor lighting shall be constructed and operate within the required standards of Chapter 23.725.060 of the Rancho Cordova Municipal Code.

Outdoor
Lighting
On-Going Planning

16. The Design Review Entitlement is valid for three years from the date of City Council approval, unless an extension of time is subsequently approved or substantial construction of the permitted use has commenced and is diligently pursued to completion; clear documentation is provided to establish that the permit holder has made a good faith effort to commence work upon the use; the permitted use has clearly been established; actual occupancy of an existing building or land occurs under the terms of the permitted use.

Permit
Expiration
Three years,
commencing
with the date of
approval.

Planning

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 4 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

17. Roof Mounted Mechanical Equipment must be screened from view where feasible per Chapter 23.731 of the RCMC
Roof Screening On-Going Planning
Prior to Approval of Improvement Plans

18. Provide Fire Access Agreement between all parcels connected to and served by fire access. Fire access Agreement shall be recorded with the Public Recorders Office having jurisdiction.

Fire Access
Agreement
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

19. Provide Fire Access Roadway Maintenance Agreement (RMA) between all parcels connected to and served by the fire access roadway. The fire access Roadway Maintenance Agreement shall be recorded with the Public Records Office having jurisdiction. The roadway maintenance agreement shall include the following:
a) Provisions for the necessary repair and maintenance of the roadway surface.
b) Removal of vegetation overgrowing the roadway and
infringing on the roadway clear vertical height of thirteen feet six inches (13’ 6”) or width of twenty feet (20’). c) Provisions for the maintenance, repair, and/or replacement of NO PARKING – FIRE LANE signage or striping.
d) Provision for the necessary repair and maintenance of vehicle and pedestrian access gates and opening systems.

Fire Access
Roadway
Maintenance
Agreement
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

20. Any necessary future SMUD facilities located on the Applicant’s property shall require a dedicated SMUD easement. This will be determined prior to SMUD performing work on the Applicant’s property.

SMUD
Easements
Prior to
Approval of
Improvement
Plans
SMUD

21. In the event the City requires an Irrevocable Offer of Dedication (IOD) for future roadway improvements, the Applicant shall dedicate a 12.5-foot public utility easement (PUE) for overhead and/or underground facilities and appurtenances adjacent to the City’s IOD.

Public Utility
Easement
Prior to
Approval of
Improvement
Plans
SMUD

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 5 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

22. The Applicant shall dedicate a 12.5-foot public utility easement for overhead and/or underground facilities and appurtenances adjacent to all public street rights-of-ways.

Utility
Easement
Prior to
Approval of
Improvement
Plans
SMUD

23. The Applicant shall dedicate any private drive, ingress and egress easement, (and 10-feet adjacent thereto) as a public utility easement for (overhead and) underground facilities and
appurtenances. All access roads shall meet minimum SMUD requirements for access roads.

Access Roads Prior to
Approval of
Improvement
Plans
SMUD

24. Pay in-lieu and park development fees to Cordova Recreation and Parks District in accordance with City Municipal Code 22.170.020 with the fee normalized based on current appraised value. Provide an appraisal per City Municipal Code 22.40.045.

In-lieu Fee Prior to
recordation of
any final map
or lot line
adjustments. If
no map or lot
line adjustment
is made, then
prior to
issuance of first
building permit
Community
Development
/CRPD

25. Developer shall annex the real property within the Project to Cordova Recreation & Park District’s Community Facilities District NO. 01-01 Villages at Zinfandel (“CFD”) formed under the provisions of the Mello-Roos Community Facilities Act of 1982 (Government Code Section 53311, et seq.) for the purpose of funding developments’ fair share of the cost of maintaining the Villages of Zinfandel trail system, neighborhood parks, adjacent street frontage Improvements, and the Community Parks utilized by the projects residents. All costs associated with annexation into the CFD shall be borne by the Property Owner/Applicant.

Annexation Prior to
recordation of
any final map
or lot line
adjustments. If
no map or lot
line adjustment
is made, then
prior to
issuance of
building permit.

City Public
Works /
CRPD

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 6 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

26. The District shall provide, and the developer shall deliver to City Public Works a certificate from the Cordova Recreation and Parks District stating that all fees as required by the District have been paid.

Fee Certificate Prior to
Recordation of
each final map
or lot line
adjustment. If
no map or lot
line adjustment
is made, then
prior to
issuance of first
building permit
City Public
Works /
CRPD

27. Show the design for a fire access roadway of not less than 20-feet of unobstructed width, 13-feet, 6-inches of vertical clearance, and turning radii of 25 feet inside and 50 feet outside dimension on the improvement plans. The access roadway shall extend within 150 feet of all portions of the exterior walls of the first story of any proposed building. The use of turf-block or grass-crete or similar alternate road surfaces is not approved for installation in fire apparatus access roadways.

Fire Access
Roadway
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

28. Show the design for a minimum of 2 remote fire access roadways.

Remote fire access roadways shall be spaces a distance apart that is no less than ½ the diagonal measurement of the overall project site.

Fire Access
Roadway
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

29. Show the design for aerial apparatus access. Aerial apparatus access shall conform to Sacramento Metro Fire Districts, Fire Prevention Standard #3.

Aerial
Apparatus
Access
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

30. Show the design for an approved fire apparatus turnaround. The fire apparatus turnaround shall conform to Sacramento Metro Fire Districts, Fire Prevention Standard #3. The fire access turn-around shall be located within 50 feet of the end of the access roadway.

Aerial
Apparatus
Turnaround
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 7 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

31. Show on the plan how Fire Lanes will be marked. Fire Lane identification shall be provided along the required fire access roadway. Fire Lane identification shall be in accordance with the Sacramento Metro Fire Districts Fire Prevention Standard #3 and the California Vehicle Code. Vehicle parking is prohibited on any street less than 28 feet in width. Vehicle parking is permitted on both sides of streets 36 feet or more in width. Roadway widths shall be measured between the gutter-line or edge of pavement on opposite sides of the road. Identification of fire apparatus access roadways may be required on private roads.

Fire Lanes Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

32. Provide a note on the plan that reads, “Fire apparatus access roads shall be designed and maintained to support the imposed live load of 80,000 pounds, with a maximum axle load of 31,000 pounds, and meet Public Works Standards for roadways. A report, prepared by a registered geotechnical engineer, verifying the ability of the road to bear the required minimum weight, shall be submitted with any plan indicating construction of roadway.

Verification of constructed roadway shall be provided by a registered geotechnical engineer prior to final of the project.” Fire Apparatus
Access Roads
Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

33. Show the location of the required fire hydrants for this project on the improvement plans. Approved fire hydrants capable of providing the required fire flow for the protection of any and all structures shall be located along the fire apparatus access roadway. The required fire hydrants shall be installed and operational prior to any construction or on-site storage of combustible materials. The minimum required fire flow for the protection of commercial developments is 1,500 gallons per minute (gpm) at a pressure of 20 pounds per square inch (psi) for a twohour duration.

Fire Hydrants Prior to
Approval of
Improvement
Plans
Sacramento
Metro Fire
District

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 8 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

34. Drainage Study: Applicant shall prepare and submit a project specific drainage study that includes but is not limited to: a preand post-project drainage analysis of the project impacts, identification of offsite project impacts or required offsite improvements, and identification of proposed connections to the City’s Storm Drainage System with adequate supporting
calculations. The drainage study shall conform to the requirements of the Sacramento City/County Drainage Manual (Volume 2), County of Sacramento Improvement Standards (Section 9), and all other applicable City standards. The drainage study must be developed and stamped by a Professional Engineer and
determined by the City to be accurate and adequate.

Drainage Study Prior to
Approval of
Improvement
Plans
Public Works

35. Stormwater Quality- Post Construction
The improvement plans shall incorporate all applicable post construction stormwater quality measures; including source control (loading docks, waste management areas), treatment control, hydromodification management, low impact development
measures (including but not limited to disconnected roof drains, amended soils, depressed landscaping, river friendly landscaping, etc.), and full capture trash control measures into the site improvement plans in conformance with the most recent version of the Stormwater Quality Design Manual for the Sacramento Region.

The applicant shall prepare and submit a Post-Construction Stormwater Quality Control Plan that includes details and sizing calculations of all the proposed post construction stormwater quality measures. In addition, a maintenance covenant is required for all proposed post construction stormwater quality measures, as detailed in Appendix B of the Stormwater Quality Design Manual for the Sacramento Region.

Stormwater
Quality
Prior to
Approval of
Improvement
Plans
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 9 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)

36. Stormwater Quality– During Construction:

SWPPP – the applicant shall prepare a Storm Water Pollution Prevention Plan (SWPPP) to be executed through all phases of grading and project construction. The SWPPP shall incorporate Best Management Practices (BMPs) to ensure that potential water quality impacts during construction phases are minimized. These measures shall be consistent with the City’s Improvement Standards and Land Grading and Erosion Control Ordinance.

During construction, the applicant shall implement BMPs in accordance with the SWPPP and the City’s Improvement
Standards.

Advisory Condition: Construction General Permit
The project applicant shall file a Notice of Intent (NOI) to obtain coverage under the National Pollutant Discharge Elimination System (NPDES) General Permit For Storm Water Discharges Associated With Construction And Land Disturbance Activities (Construction General Permit). Permits are issued by the State Water Resources Control Board.

Stormwater
Quality
Prior to
Approval of
Improvement
Plans
Public Works

37. The SWPPP for the site shall include a contingency plan for the implementation of a process to remove fine clay sediments prior to discharge to the City of Rancho Cordova’s storm drain system and/or Waters of the State (e.g., creeks, rivers) to the satisfaction of the City of Rancho Cordova. A polymer treatment system or comparable process shall be incorporated in the erosion and sediment control plan as part of the improvement plans submittal.

This system shall be implemented by qualified professionals with training and proven experience in this field.

SWPPP
Mitigation
Prior to
Approval of
Improvement
Plans
Public Works

38. Drainage System Design:

The applicant shall submit and obtain City approval of plans and specifications for the construction of public improvements and all grading. The drainage system shall be designed in accordance Drainage
System
Prior to
Approval of
Improvement
Plans
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 10 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
with the approved Drainage Study to accommodate runoff from the ultimate development and shall meet the City of Rancho Cordova’s Improvement Standards, construction standards, and Floodplain Management Ordinances in effect at the time of improvement plans approval.

39. All development within the City must comply with the City of Rancho Cordova’s Floodplain Management Ordinance. All new structures shall be protected from the 100-year (1 percent) flood event. Certified pad elevations (certified by a registered Civil Engineer or licensed Land Surveyor) shall be set at least one and two tenths foot (1.2') above all sources of 100-year flooding (see Section 9-1 of improvement standards). The overland release path must be shown on the improvement plans and the hydraulic computation must be provided to estimate the flow depths along the overland release paths. The calculations must be in conformance with Section 9-15 of the Improvement Standards.

Floodplain
Management
Prior to
Approval of
Improvement
Plans
Public Works

40. Provide a permanent concrete stamp, or other permanently applied message to the satisfaction of the City not including paint, which reads “No Dumping-Flows to Creek” or other approved message at each storm drain inlet.

Concrete
Stamps
Prior to
Approval of
Improvement
Plans
Public Works

41. All storm drain facilities within private lots shall be privately maintained and shall be clearly labeled as “private” in the improvement plans.

Private Lot
Drains
Prior to
Approval of
Improvement
Plans
Public Works

42. Fees:

Pay the drainage impact fees to the satisfaction of the City of Rancho Cordova’s Public Works Department.

Drainage
Impact Fees
Prior to
Approval of
Improvement
Plans
Public Works

43. Provide a level of street light illumination equivalent to that required for public streets for the entire portion of the private road system Light
Illumination
Prior to
Approval of
Improvement
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 11 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
Plans

44. Enter into a frontage agreement and bond for construction of public improvements per the approved Public Works plans to the satisfaction of the Public Works Department.

Frontage
Agreement
Prior to
Approval of
Improvement
Plans
Public Works

45. A final landscape plan shall be submitted in conjunction with improvement plan and or building permit submittal and approved by the planning and public works departments prior to issuance of permits and/or any installation of landscape materials RCMC

23.716.020. The final landscape planting and irrigation plan shall be prepared by a registered licensed landscape architect and include the following items per RCMC 22.180.060:
 Planting plan to scale that indicate slope
 Irrigation Plan
 Soils Test
 Water Use Calculations
 Irrigation Schedule
 Permeability test for LID facilities’ locations
 Soil media specifications (LID features)
Landscape
Plan
Prior to
Approval of
Improvement
Plans
Public Works

46. Signage, striping, and similar measures shall be designed where needed to the satisfaction of the City Engineer. Locations will be determined at time of improvement plan submittal.

Design Prior to
approval of
Improvement
Plans
Public Works

47. All landscape strips, medians, etc. that contain trees shall be designed to include continuous root barriers. Trees shall be appropriately sized for their proposed planters.

Root Barriers Prior to
Approval of
Improvement
Plans
Public Works

48. To obtain sewer service, construction of SASD sewer infrastructure will be required. Current SASD Standards and Specifications apply to any offsite or onsite public sewer construction or modification. These improvements must be shown on the plans.

Sewer
Infrastructure
Prior to
Approval of
Improvement
Plans
Sacramento
Area Sewer
District

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 12 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
Field modifications to new or existing precast manhole bases are not allowed.

49. SASD requires each building on each lot with a sewage source to have a separate connection to SASD’s sewer system. If there is more than one building in any single parcel and the parcel is not proposed for split, then each building on that parcel must have a separate connection to a private onsite sewer line or a separate connection to the SASD public sewer line. These improvements must be shown on the plans.

Sewer
Connections
Prior to
Approval of
Improvement
Plans
Sacramento
Area Sewer
District

50. Alignment of all main lines and structures must provide a minimum of 1-foot vertical clearance and 5 feet horizontal clearance from all other utilities and improvements. Sewer is to be located a minimum of 10-feet (measured horizontally) from any structure or footing. Show public sanitary sewer and water supply facilities in accordance with the Health and Safety Code.

Clearance Prior to
Approval of
Improvement
Plans
Sacramento
Area Sewer
District

51. A Lower Lateral may not connect to the existing interceptor on International Drive
Lower Lateral
Connections
Prior to
Approval of
Improvement
Plans
Sacramento
Area Sewer
District

52. A public or private sewer easement will be required to service Parcel 4. All public sewer easements will be dedicated to SASD in a form approved by the District Engineer. All public sewer easements will be at least 20 feet in width and will require continuous access for installation and maintenance. SASD will only provide maintenance in public rights-of-ways and SASD dedicated sewer easements. No awning or overhang may
encroach on the easement area. At minimum, an all-weather access road must be provided to all manholes.

Sewer
Easement
Prior to
Approval of
Improvement
Plans
Sacramento
Area Sewer
District

53. The Applicant shall not place any building foundations within 5-feet of any SMUD trench to maintain adequate trench integrity. The Applicant shall verify specific clearance requirements for other Clearance
Requirements
Prior to
Approval of
Improvement
SMUD

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 13 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
utilities (e.g., Gas, Telephone, etc.). Plans

54. Applicant will include phasing of development and order of planned construction upon submitting a new service application to SMUD for the initial subdivision phase(s) and/or road improvement backbone project(s).

Phasing Prior to
Approval of
Improvement
Plans
SMUD

55. Development should be phased to start adjacent to existing electrical infrastructure to minimize temporary overhead and/or underground electrical facilities.

Phasing Prior to
Approval of
Improvement
Plans
SMUD

56. Prior to any ground disturbance or issuance of grading or improvement plans, the applicant shall obtain a Covered Activities Authorization permit in compliance with the South Sacramento Habitat Conservation Plan (SSHCP).

SSHCP Prior to
Issuance of
grading or
improvement
plans
Planning
Prior to Issuance of Building Permit

57. Applicant shall complete improvement plans to the satisfaction of the Public Works Department. Improvement plans shall include, but shall not be limited to:
 All onsite civil improvements
 Civil plan shall include an ADA access plan
 On Kilgore Road property frontage, remove and replace all sidewalk, curb and gutter. Replace to meet current ADA
requirements and City Standards. Any damages to the existing driveway and curb ramp along Crawford Drive shall be
repaired, which include and shall not be limited to curb, gutter, and sidewalk. Any obstructions to the sidewalk shall be relocated behind back of walk.
 Remove and replace existing rolled curb and gutter along property frontage of Kilgore Road with Type 2 curb & gutter per Sacramento County Standard Drawing 4-30.

Improvement
Plans
Prior to
Issuance of
Building
Permits
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 14 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
 Install a HAWK signal or equivalent crossing Kilgore Road, near the proposed main entrance. Ultimate pedestrian crossing type and location shall be to the satisfaction of the Public Works Department.
 Replacement of damaged sidewalk and curb and gutter along property frontage of International Drive to the satisfaction of the Public Works Department. Sidewalk panels shall be replaced to the nearest joint
 Public improvement plans shall clearly delineate all transitions to existing improvements
 Utility laterals
 All improvements to be designed and constructed to the satisfaction of the Public Works Department.
 Compete installation of all frontage improvements (those improvements in or adjacent to Kilgore Road or International Drive noted above including, but not limited to sidewalk improvements, curb and gutter, HAWK signal, etc.) shown on the improvement plan to satisfaction of the City prior to first occupancy in any phase.
 Complete onsite improvements shown on the improvement plans within onsite phase prior to first occupancy within that phase. Phasing of onsite improvements shall be to the
satisfaction of the City.

58. Internal pedestrian access: Developer shall provide location for a stub from internal pedestrian access to the east property line of the project to accommodate possible future connection to Folsom South Canal trail.

External access to Folsom South Canal: Within the first twelve months from the date of project approval by City Council, the developer will use commercially reasonable efforts to obtain the Access Prior to
exceeding 50%
occupancy of
residential units
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 15 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
necessary approvals from the US Bureau of Reclamation (USBOR) to construct an at-grade pedestrian/bicycle connection from the project to the Folsom South Canal bike trail. The connection will be gated at the project boundary and will only be for use by residents of the project. If successful in obtaining the necessary approvals during that time period, or a reasonable extension thereof, the developer shall complete construction of the connection prior to issuance of certificate of occupancies for more than 50% of the residential units in the project. If developer is not able to obtain permits from USBOR within the timeframe noted above, no further action will be required by the developer.

59. Property Owner/Applicant shall participate in or provide a funding mechanism for maintenance services for the project’s stormwater drainage and flood protection system. This may be accomplished through annexation to the City’s Stormwater Utility Fee District, or other financial mechanism as may be proposed and provided by the Property Owner for the same purpose of providing a funding mechanism to fund the operation and maintenance of the Project’s stormwater drainage and flood protection system. Costs
associated with the annexation shall be borne by the Property Owner/Applicant through payment of the annexation costs in the amount of $7,000 per annexation. Contact Elizabeth Sparkman at (916) 851-8714 with regard to the process to satisfy this condition of approval.

Stormwater
Drainage and
Flood
Protection
System
The annexation
shall occur
prior to the
recordation of
any small lot
final map. Or
issuance of the
first building
permit,
whichever
occurs first.

The annual fee
commences
when a building
permit is
issued.

Public Works

60. Property Owner/Applicant shall participate in or provide a funding mechanism for maintenance services for the fair share of existing and all new public improvements associated with the project including, but not limited to, streets, bridges/culverts, traffic signals, traffic signs, striping and legends, ITS operations, street lights and Existing and
New Public
Improvements
Prior to
Issuance of
Building
Permits
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 16 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
safety lights, and public frontage and median landscape improvements. This may be accomplished through annexation to the City’s Communities Facilities District No. 2008-1 (Street Lighting and Road Maintenance). All costs associated with the annexation shall be borne by the Property Owner/Applicant through payment of the annexation costs of the CFD annexation in the amount of $5,000 per annexation. Contact Elizabeth Sparkman at (916) 851-8714 with regard to the process to satisfy this condition of approval.

61. Property Owner/Applicant shall participate in the provision of funding to provide transit-related services by voting to approve a special tax. The tax shall be the annual amount (with appropriate annual inflation adjustment) as established at the time of voting by the City Council. The election to provide for the tax shall be completed prior to the issuance of building permits. The property owner shall be responsible for paying all costs associated with holding the election. The tax shall be due at the time specified in the ordinance imposing the tax. In addition, the Owner of the property shall hold a deed assessment in the form of Conditions, Covenants & Restrictions against the property, or other form as shall be approved by the City, which assessment will take effect in the event the special tax described in this Condition of Approval is reduced or repealed. Contact: Elizabeth Sparkman at (916) 851- 8714 as there may be a 1-2 month lead time to satisfy this condition.

Transit-related
Services
Prior to
Issuance of
Building
Permits
Public Works

62. The Landowner shall support the annexation of the Project into the Police Services CFD and cover Landowner’s fair-share costs of the CFD annexation, not to exceed $5,000 for the Property. City agrees that the CFD will provide that on lands designated for all residential land use categories, the base year Police Special Tax shall be $450.00 annually per residential dwelling unit, including multi-family units. The special tax imposed by the CFD will be Police Services The annexation
shall occur
prior to the
recordation of
any small lot
final map or
issuance of the
Public Works

ITEM 21.1. ATTACHMENT 4
Conditions of Approval Exhibit B to the Resolution
City Council Page 17 of 20 The Residences at Capital Center December 5, 2022 Major Design Review
Category
Timing/
Implementation
Enforcement/
Monitoring
Verification
(date
&
Signature)
payable on a parcel within the Property only after a building permit has been issued by City for the construction of a building on that particular parcel, and there will be no undeveloped land tax imposed by the CFD. The CFD shall further provide that on each July 1 commencing July 1, 2012, the Police Special Tax shall be escalated by the increase, if any, in the City CPI Index. However, in no event shall the tax per parcel for any fiscal year be less than the amount established for the prior fiscal year. The CFD shall specify that the Police Special Tax shall commence being payable annually following the issuance of a building permit for each parcel subject to the Police Special Tax.
first building
permit,
whichever
occurs first The
annual fee
commences
when a building
permit is issued

63. The Owner must contact Permit Services Unit at
[email protected] or by phone at (916) 876-6100 to determine if sewer impact fees are due. Fees are to be paid prior to the issuance of building permits.

Sewer Impact
Fees
Prior to
Issuance of
Building
Permits
Sacramento
Area Sewer
District

64. All projects are subject to Sacramento Metro Air District rules and regulations in effect at the time of construction.

Construction
Regulations
Prior to
Issuance of
Building
Permits
Sacramento
Metro Air
District

65. The Applicant shall meet the following: Civil Site Plans and Architectural Plans shall be submitted and approved prior to Final Building Permit being issued. Fire Sprinkler and Fire Alarm plan shall be submitted prior to Final Building Permit being issued.

Please note: The Sacramento Metro Fire District does not allow deferred submittals for Fire Sprinkler or Fire Alarm plans.

Plan Submittal Prior to
Issuance of
Building
Permits
Sacramento
Metro Fire
District

66. Where a bridge or elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO HB-17.

Bridge
Construction
Prior to
Issuance of
Building
Permits
Sacramento
Metro Fire
District