Moreno Valley City Council
January 18, 2022

1: Frederick Street & Alessandro Boulevard
PHF: 0.981 7:30 AM Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 86 263 22 98 261 196 114 478 68 75 1,478 155 3,293 2-Axle: 2 7 0 1 8 4 1 11 0 3 21 0 59
3-Axle: 0 2 0 1 1 1 2 10 0 1 17 8 44
4+-Axle: 2100101 7 4 0 17 0 33
Existing PCE 2020: 92 271 22 99 268 199 119 508 76 77 1,539 163 3,433 2: Driveway 1 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 597 1,708 2,305
2-Axle: 12 24 36
3-Axle: 11 26 37
4+-Axle: 7 17 24
Existing PCE 2020: 0 0 0 0 0 0 0 629 0 0 1,779 0 2,408
3: Driveway 2 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 597 1,708 2,305
2-Axle: 12 24 36
3-Axle: 11 26 37
4+-Axle: 7 17 24
Existing PCE 2020: 0 0 0 0 0 0 0 629 0 0 1,779 0 2,408
4: Driveway 3 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 597 1,708 2,305
2-Axle: 12 24 36
3-Axle: 11 26 37
4+-Axle: 7 17 24
Existing PCE 2020: 0 0 0 0 0 0 0 629 0 0 1,779 0 2,408
5: Graham Street & Alessandro Boulevard
PHF: 0.943 7:15 AM Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 60 161 16 94 180 88 40 497 60 93 1,560 117 2,965 2-Axle: 3203321 10 10 19 2 47
3-Axle: 0000000 11 01 26 1 40
4+-Axle: 2000000520 14 0 24
Existing PCE 2020: 66 162 16 95 182 89 41 524 65 94 1,624 119 3,076 Volume Development
AM Peak Hour
5/17/2018
4/26/2018

3.1-1
F.1.r
Packet Pg. 3341 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe)

1: Frederick Street & Alessandro Boulevard
PHF: 0.940 4:00 PM Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 74 325 58 262 293 117 222 1,279 125 69 852 165 3,840 2-Axle: 0201600 15 20 10 0 37
3-Axle: 0000100200 1 04
4+-Axle: 0 0 0 1 1 1 1 7 0 0 1 0 12
Existing PCE 2020: 74 326 58 265 300 119 224 1,303 126 69 860 165 3,888 2: Driveway 1 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 1,599 1,086 2,685
2-Axle: 16 10 27
3-Axle: 2 13
4+-Axle: 8 19
Existing PCE 2020: 0 0 0 0 0 0 0 1,626 0 0 1,094 0 2,720 3: Driveway 2 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 1,599 1,086 2,685
2-Axle: 16 10 27
3-Axle: 2 13
4+-Axle: 8 19
Existing PCE 2020: 0 0 0 0 0 0 0 1,626 0 0 1,094 0 2,720 4: Driveway 3 & Alessandro Boulevard
PHF: 0.920 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 1,599 1,086 2,685
2-Axle: 16 10 27
3-Axle: 2 13
4+-Axle: 8 19
Existing PCE 2020: 0 0 0 0 0 0 0 1,626 0 0 1,094 0 2,720 5: Graham Street & Alessandro Boulevard
PHF: 0.940 4:00 PM Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing Total: 77 185 73 146 160 51 104 1,382 113 169 958 158 3,576 2-Axle: 1 1 0 1 2 3 0 10 6 0 6 0 31
3-Axle: 0010000 2 0110 5
4+-Axle: 0000000 8 0010 9
Existing PCE 2020: 78 186 74 146 161 53 104 1,405 116 170 964 158 3,615 Volume Development
PM Peak Hour
5/17/2018
4/26/2018

3.1-2
F.1.r
Packet Pg. 3342 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 17 49 30 14 96 5 362 17 4 384 10 31 6 2 47 29 65 10 6 104 26 631 657 07:15 AM 27 73 33 18 133 20 328 23 4 371 20 40 4 1 64 21 92 4 2 117 25 685 710 07:30 AM 22 84 41 12 147 18 383 27 2 428 9 52 5 3 66 24 100 20 10 144 27 785 812 07:45 AM 31 60 52 18 143 16 331 29 6 376 30 67 6 0 103 25 118 18 11 161 35 783 818 Total 97 266 156 62 519 59 1404 96 16 1559 69 190 21 6 280 99 375 52 29 526 113 2884 2997 08:00 AM 25 50 50 15 125 15 335 45 14 395 21 59 4 3 84 38 123 14 6 175 38 779 817 08:15 AM 16 57 45 13 118 19 298 40 9 357 23 75 6 3 104 23 118 13 4 154 29 733 762 08:30 AM 33 59 38 14 130 14 243 19 6 276 15 37 6 2 58 38 108 10 5 156 27 620 647 08:45 AM 23 62 40 11 125 17 206 31 3 254 19 62 6 4 87 40 114 17 7 171 25 637 662 Total 97 228 173 53 498 65 1082 135 32 1282 78 233 22 12 333 139 463 54 22 656 119 2769 2888 Grand Total 194 494 329 115 1017 124 2486 231 48 2841 147 423 43 18 613 238 838 106 51 1182 232 5653 5885 Apprch % 19.1 48.6 32.4 4.4 87.5 8.1 24 69 7 20.1 70.9 9 Total % 3.4 8.7 5.8 18 2.2 44 4.1 50.3 2.6 7.5 0.8 10.8 4.2 14.8 1.9 20.9 3.9 96.1 Passenger Vehicles 190 476 320 1096 119 2405 228 2799 143 406 41 607 226 789 96 1161 0 0 5663 % Passenger Vehicles 97.9 96.4 97.3 95.7 96.8 96 96.7 98.7 97.9 96.9 97.3 96 95.3 94.4 96.2 95 94.2 90.6 98 94.2 0 0 96.2 Large 2 Axle Vehicles 3 13 6 25 4 33 1 38 2 13 1 16 4 19 3 27 0 0 106 % Large 2 Axle Vehicles 1.5 2.6 1.8 2.6 2.2 3.2 1.3 0.4 0 1.3 1.4 3.1 2.3 0 2.5 1.7 2.3 2.8 2 2.2 0 0 1.8 3 Axle Vehicles 1 4 2 9 1 24 1 26 0 2 1 4 5 21 0 26 0 0 65 % 3 Axle Vehicles 0.5 0.8 0.6 1.7 0.8 0.8 1 0.4 0 0.9 0 0.5 2.3 5.6 0.6 2.1 2.5 0 0 2.1 0 0 1.1 4+ Axle Trucks 0 1 1 2 0 24 1 26 2 2 0 4 3 9 7 19 0 0 51 % 4+ Axle Trucks 0 0.2 0.3 0 0.2 0 1 0.4 2.1 0.9 1.4 0.5 0 0 0.6 1.3 1.1 6.6 0 1.5 0 0 0.9 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 22 84 41 147 18 383 27 428 9 52 5 66 24 100 20 144 785 07:45 AM 31 60 52 143 16 331 29 376 30 67 6 103 25 118 18 161 783 08:00 AM 25 50 50 125 15 335 45 395 21 59 4 84 38 123 14 175 779 08:15 AM 16 57 45 118 19 298 40 357 23 75 6 104 23 118 13 154 733 Total Volume 94 251 188 533 68 1347 141 1556 83 253 21 357 110 459 65 634 3080 % App. Total 17.6 47.1 35.3 4.4 86.6 9.1 23.2 70.9 5.9 17.4 72.4 10.3 PHF .758 .747 .904 .906 .895 .879 .783 .909 .692 .843 .875 .858 .724 .933 .813 .906 .981 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-3
F.1.r
Packet Pg. 3343
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
188
Thru
251
Left
94 In Out Total
504 533 1037
Right
141
Thru
1347
Left
68 Out In Total
574 1556 2130
Left
83 Thru
253
Right
21 Out Total In
384 357 741
Left
110
Thru
459
Right
65 Total In Out
2252 634 1618
Peak Hour Data
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-4
F.1.r
Packet Pg. 3344
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 08:00 AM
+0 mins. 27 73 33 133 20 328 23 371 9 52 5 66 38 123 14 175 +15 mins. 22 84 41 147 18 383 27 428 30 67 6 103 23 118 13 154 +30 mins. 31 60 52 143 16 331 29 376 21 59 4 84 38 108 10 156 +45 mins. 25 50 50 125 15 335 45 395 23 75 6 104 40 114 17 171 Total Volume 105 267 176 548 69 1377 124 1570 83 253 21 357 139 463 54 656 % App. Total 19.2 48.7 32.1 4.4 87.7 7.9 23.2 70.9 5.9 21.2 70.6 8.2 PHF .847 .795 .846 .932 .863 .899 .689 .917 .692 .843 .875 .858 .869 .941 .794 .937 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-5
F.1.r
Packet Pg. 3345
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 17 48 29 14 94 5 352 17 4 374 10 30 6 2 46 26 59 8 6 93 26 607 633 07:15 AM 26 70 32 17 128 19 325 21 3 365 20 39 4 1 63 20 87 4 2 111 23 667 690 07:30 AM 21 83 38 11 142 18 375 27 2 420 8 51 5 3 64 24 90 18 10 132 26 758 784 07:45 AM 31 59 52 18 142 16 316 29 6 361 29 64 6 0 99 24 114 17 11 155 35 757 792 Total 95 260 151 60 506 58 1368 94 15 1520 67 184 21 6 272 94 350 47 29 491 110 2789 2899 08:00 AM 25 46 48 13 119 14 317 45 14 376 21 58 4 3 83 36 116 14 6 166 36 744 780 08:15 AM 15 53 45 13 113 16 287 40 9 343 21 70 6 3 97 22 113 12 4 147 29 700 729 08:30 AM 33 56 38 14 127 14 236 19 6 269 15 35 5 2 55 35 103 8 5 146 27 597 624 08:45 AM 22 61 38 10 121 17 197 30 3 244 19 59 5 3 83 39 107 15 6 161 22 609 631 Total 95 216 169 50 480 61 1037 134 32 1232 76 222 20 11 318 132 439 49 21 620 114 2650 2764 Grand Total 190 476 320 110 986 119 2405 228 47 2752 143 406 41 17 590 226 789 96 50 1111 224 5439 5663 Apprch % 19.3 48.3 32.5 4.3 87.4 8.3 24.2 68.8 6.9 20.3 71 8.6 Total % 3.5 8.8 5.9 18.1 2.2 44.2 4.2 50.6 2.6 7.5 0.8 10.8 4.2 14.5 1.8 20.4 4 96 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 21 83 38 142 18 375 27 420 8 51 5 64 24 90 18 132 758 07:45 AM 31 59 52 142 16 316 29 361 29 64 6 99 24 114 17 155 757 08:00 AM 25 46 48 119 14 317 45 376 21 58 4 83 36 116 14 166 744 08:15 AM 15 53 45 113 16 287 40 343 21 70 6 97 22 113 12 147 700 Total Volume 92 241 183 516 64 1295 141 1500 79 243 21 343 106 433 61 600 2959 % App. Total 17.8 46.7 35.5 4.3 86.3 9.4 23 70.8 6.1 17.7 72.2 10.2 PHF .742 .726 .880 .908 .889 .863 .783 .893 .681 .868 .875 .866 .736 .933 .847 .904 .976 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-6
F.1.r
Packet Pg. 3346
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
183
Thru
241
Left
92 In Out Total
490 516 1006
Right
141
Thru
1295
Left
64 Out In Total
546 1500 2046
Left
79 Thru
243
Right
21 Out Total In
366 343 709
Left
106
Thru
433
Right
61 Total In Out
2157 600 1557
Peak Hour Data
Peak Hour Begins at 07:30 AM
Passenger Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-7
F.1.r
Packet Pg. 3347
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 21 83 38 142 18 375 27 420 8 51 5 64 24 90 18 132 +15 mins. 31 59 52 142 16 316 29 361 29 64 6 99 24 114 17 155 +30 mins. 25 46 48 119 14 317 45 376 21 58 4 83 36 116 14 166 +45 mins. 15 53 45 113 16 287 40 343 21 70 6 97 22 113 12 147 Total Volume 92 241 183 516 64 1295 141 1500 79 243 21 343 106 433 61 600 % App. Total 17.8 46.7 35.5 4.3 86.3 9.4 23 70.8 6.1 17.7 72.2 10.2 PHF .742 .726 .880 .908 .889 .863 .783 .893 .681 .868 .875 .866 .736 .933 .847 .904 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-8
F.1.r
Packet Pg. 3348
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 1 0 0 1 0 5 0 0 5 0 0 0 0 0 1 1 1 0 3 0 9 9
07:15 AM 1 2 1 1 4 1 1 0 0 2 0 1 0 0 1 0 1 0 0 1 1 8 9
07:30 AM 0 1 3 1 4 0 1 0 0 1 1 1 0 0 2 0 4 0 0 4 1 11 12 07:45 AM 0 1 0 0 1 0 7 0 0 7 1 2 0 0 3 1 1 0 0 2 0 13 13 Total 1 5 4 2 10 1 14 0 0 15 2 4 0 0 6 2 7 1 0 10 2 41 43 08:00 AM 0 3 1 1 4 0 7 0 0 7 0 1 0 0 1 0 5 0 0 5 1 17 18 08:15 AM 1 3 0 0 4 3 5 0 0 8 0 3 0 0 3 0 1 0 0 1 0 16 16 08:30 AM 0 2 0 0 2 0 2 0 0 2 0 2 1 0 3 1 3 1 0 5 0 12 12 08:45 AM 1 0 1 0 2 0 5 1 0 6 0 3 0 0 3 1 3 1 1 5 1 16 17 Total 2 8 2 1 12 3 19 1 0 23 0 9 1 0 10 2 12 2 1 16 2 61 63 Grand Total 3 13 6 3 22 4 33 1 0 38 2 13 1 0 16 4 19 3 1 26 4 102 106 Apprch % 13.6 59.1 27.3 10.5 86.8 2.6 12.5 81.2 6.2 15.4 73.1 11.5 Total % 2.9 12.7 5.9 21.6 3.9 32.4 1 37.3 2 12.7 1 15.7 3.9 18.6 2.9 25.5 3.8 96.2 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 3 4 0 1 0 1 1 1 0 2 0 4 0 4 11
07:45 AM 0 1 0 1 0 7 0 7 1 2 0 3 1 1 0 2 13
08:00 AM 0 3 1 4 0 7 0 7 0 1 0 1 0 5 0 5 17
08:15 AM 1 3 0 4 3 5 0 8 0 3 0 3 0 1 0 1 16
Total Volume 1 8 4 13 3 20 0 23 2 7 0 9 1 11 0 12 57
% App. Total 7.7 61.5 30.8 13 87 0 22.2 77.8 0 8.3 91.7 0 PHF .250 .667 .333 .813 .250 .714 .000 .719 .500 .583 .000 .750 .250 .550 .000 .600 .838 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-9
F.1.r
Packet Pg. 3349
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
4 Thru
8 Left
1 In Out Total
8 13 21
Right
0 Thru
20 Left
3 Out In Total
12 23 35
Left
2 Thru
7 Right
0 Out Total In
11 9 20
Left
1 Thru
11 Right
0 Total In Out
38 12 26
Peak Hour Data
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-10
F.1.r
Packet Pg. 3350
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 1 3 4 0 1 0 1 1 1 0 2 0 4 0 4
+15 mins. 0 1 0 1 0 7 0 7 1 2 0 3 1 1 0 2
+30 mins. 0 3 1 4 0 7 0 7 0 1 0 1 0 5 0 5
+45 mins. 1 3 0 4 3 5 0 8 0 3 0 3 0 1 0 1
Total Volume 1 8 4 13 3 20 0 23 2 7 0 9 1 11 0 12
% App. Total 7.7 61.5 30.8 13 87 0 22.2 77.8 0 8.3 91.7 0 PHF .250 .667 .333 .813 .250 .714 .000 .719 .500 .583 .000 .750 .250 .550 .000 .600 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-11
F.1.r
Packet Pg. 3351
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 0 8 8
07:15 AM 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 1 3 0 0 4 0 7 7
07:30 AM 1 0 0 0 1 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 10 10 07:45 AM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 0 5 5
Total 1 1 0 0 2 0 11 1 0 12 0 1 0 0 1 1 14 0 0 15 0 30 30 08:00 AM 0 0 1 1 1 1 5 0 0 6 0 0 0 0 0 1 1 0 0 2 1 9 10 08:15 AM 0 1 0 0 1 0 5 0 0 5 0 1 0 0 1 1 2 0 0 3 0 10 10 08:30 AM 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 2 2 0 0 4 0 7 7
08:45 AM 0 1 1 1 2 0 1 0 0 1 0 0 1 1 1 0 2 0 0 2 2 6 8
Total 0 3 2 2 5 1 13 0 0 14 0 1 1 1 2 4 7 0 0 11 3 32 35 Grand Total 1 4 2 2 7 1 24 1 0 26 0 2 1 1 3 5 21 0 0 26 3 62 65 Apprch % 14.3 57.1 28.6 3.8 92.3 3.8 0 66.7 33.3 19.2 80.8 0 Total % 1.6 6.5 3.2 11.3 1.6 38.7 1.6 41.9 0 3.2 1.6 4.8 8.1 33.9 0 41.9 4.6 95.4 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 0 1 0 4 0 4 0 0 0 0 0 5 0 5 10
07:45 AM 0 0 0 0 0 2 0 2 0 1 0 1 0 2 0 2 5
08:00 AM 0 0 1 1 1 5 0 6 0 0 0 0 1 1 0 2 9
08:15 AM 0 1 0 1 0 5 0 5 0 1 0 1 1 2 0 3 10
Total Volume 1 1 1 3 1 16 0 17 0 2 0 2 2 10 0 12 34
% App. Total 33.3 33.3 33.3 5.9 94.1 0 0 100 0 16.7 83.3 0 PHF .250 .250 .250 .750 .250 .800 .000 .708 .000 .500 .000 .500 .500 .500 .000 .600 .850 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-12
F.1.r
Packet Pg. 3352
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
1 Thru
1 Left
1 In Out Total
4 3 7
Right
0 Thru
16 Left
1 Out In Total
11 17 28
Left
0 Thru
2 Right
0 Out Total In
2 2 4
Left
2 Thru
10 Right
0 Total In Out
29 12 17
Peak Hour Data
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-13
F.1.r
Packet Pg. 3353
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 0 1 0 4 0 4 0 0 0 0 0 5 0 5
+15 mins. 0 0 0 0 0 2 0 2 0 1 0 1 0 2 0 2
+30 mins. 0 0 1 1 1 5 0 6 0 0 0 0 1 1 0 2
+45 mins. 0 1 0 1 0 5 0 5 0 1 0 1 1 2 0 3
Total Volume 1 1 1 3 1 16 0 17 0 2 0 2 2 10 0 12
% App. Total 33.3 33.3 33.3 5.9 94.1 0 0 100 0 16.7 83.3 0 PHF .250 .250 .250 .750 .250 .800 .000 .708 .000 .500 .000 .500 .500 .500 .000 .600 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-14
F.1.r
Packet Pg. 3354
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 2 1 1 0 4 0 7 7
07:15 AM 0 0 0 0 0 0 1 1 1 2 0 0 0 0 0 0 1 0 0 1 1 3 4
07:30 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 1 2 0 3 0 6 6
07:45 AM 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 1 1 0 2 0 8 8
Total 0 0 1 0 1 0 11 1 1 12 0 1 0 0 1 2 4 4 0 10 1 24 25 08:00 AM 0 1 0 0 1 0 6 0 0 6 0 0 0 0 0 1 1 0 0 2 0 9 9
08:15 AM 0 0 0 0 0 0 1 0 0 1 2 1 0 0 3 0 2 1 0 3 0 7 7
08:30 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 0 4 4
08:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 2 1 0 3 0 6 6
Total 0 1 0 0 1 0 13 0 0 13 2 1 0 0 3 1 5 3 0 9 0 26 26 Grand Total 0 1 1 0 2 0 24 1 1 25 2 2 0 0 4 3 9 7 0 19 1 50 51 Apprch % 0 50 50 0 96 4 50 50 0 15.8 47.4 36.8
Total % 0 2 2 4 0 48 2 50 4 4 0 8 6 18 14 38 2 98
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 2 3 6
07:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 1 1 2 8
08:00 AM 0 1 0 1 0 6 0 6 0 0 0 0 1 1 0 2 9
08:15 AM 0 0 0 0 0 1 0 1 2 1 0 3 0 2 1 3 7
Total Volume 0 1 0 1 0 16 0 16 2 1 0 3 1 5 4 10 30
% App. Total 0 100 0 0 100 0 66.7 33.3 0 10 50 40
PHF .000 .250 .000 .250 .000 .667 .000 .667 .250 .250 .000 .250 .250 .625 .500 .833 .833 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-15
F.1.r
Packet Pg. 3355
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
0 Thru
1 Left
0 In Out Total
2 1 3
Right
0 Thru
16 Left
0 Out In Total
5 16 21
Left
2 Thru
1 Right
0 Out Total In
5 3 8
Left
1 Thru
5 Right
4 Total In Out
28 10 18
Peak Hour Data
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-16
F.1.r
Packet Pg. 3356
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro AM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 1 2 3
+15 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 1 1 2
+30 mins. 0 1 0 1 0 6 0 6 0 0 0 0 1 1 0 2
+45 mins. 0 0 0 0 0 1 0 1 2 1 0 3 0 2 1 3
Total Volume 0 1 0 1 0 16 0 16 2 1 0 3 1 5 4 10
% App. Total 0 100 0 0 100 0 66.7 33.3 0 10 50 40
PHF .000 .250 .000 .250 .000 .667 .000 .667 .250 .250 .000 .250 .250 .625 .500 .833 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-17
F.1.r
Packet Pg. 3357
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 64 63 28 19 155 17 235 44 24 296 17 88 18 3 123 58 317 33 7 408 53 982 1035 04:15 PM 73 75 33 14 181 14 190 29 12 233 21 70 21 7 112 49 265 24 1 338 34 864 898 04:30 PM 59 81 21 16 161 20 194 52 31 266 18 73 10 6 101 50 339 27 6 416 59 944 1003 04:45 PM 56 63 30 25 149 15 200 34 19 249 15 81 7 1 103 56 308 36 1 400 46 901 947 Total 252 282 112 74 646 66 819 159 86 1044 71 312 56 17 439 213 1229 120 15 1562 192 3691 3883 05:00 PM 81 96 23 14 200 14 176 45 21 235 14 67 21 7 102 47 288 25 5 360 47 897 944 05:15 PM 51 63 28 18 142 14 175 35 26 224 10 68 6 2 84 34 309 33 3 376 49 826 875 05:30 PM 77 102 28 23 207 14 166 42 25 222 21 66 9 4 96 47 299 35 6 381 58 906 964 05:45 PM 58 87 17 11 162 26 165 31 23 222 13 41 10 3 64 35 344 32 4 411 41 859 900 Total 267 348 96 66 711 68 682 153 95 903 58 242 46 16 346 163 1240 125 18 1528 195 3488 3683 Grand Total 519 630 208 140 1357 134 1501 312 181 1947 129 554 102 33 785 376 2469 245 33 3090 387 7179 7566 Apprch % 38.2 46.4 15.3 6.9 77.1 16 16.4 70.6 13 12.2 79.9 7.9 Total % 7.2 8.8 2.9 18.9 1.9 20.9 4.3 27.1 1.8 7.7 1.4 10.9 5.2 34.4 3.4 43 5.1 94.9 Passenger Vehicles 516 615 206 1477 133 1488 311 2113 127 549 102 811 373 2437 242 3085 0 0 7486 % Passenger Vehicles 99.4 97.6 99 100 98.7 99.3 99.1 99.7 100 99.3 98.4 99.1 100 100 99.1 99.2 98.7 98.8 100 98.8 0 0 98.9 Large 2 Axle Vehicles 2 12 1 15 1 8 0 9 0 4 0 4 2 18 2 22 0 0 50 % Large 2 Axle Vehicles 0.4 1.9 0.5 0 1 0.7 0.5 0 0 0.4 0 0.7 0 0 0.5 0.5 0.7 0.8 0 0.7 0 0 0.7 3 Axle Vehicles 0 1 0 1 0 1 0 1 2 0 0 2 0 3 0 3 0 0 7
% 3 Axle Vehicles 0 0.2 0 0 0.1 0 0.1 0 0 0 1.6 0 0 0 0.2 0 0.1 0 0 0.1 0 0 0.1 4+ Axle Trucks 1 2 1 4 0 4 1 5 0 1 0 1 1 11 1 13 0 0 23 % 4+ Axle Trucks 0.2 0.3 0.5 0 0.3 0 0.3 0.3 0 0.2 0 0.2 0 0 0.1 0.3 0.4 0.4 0 0.4 0 0 0.3 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 64 63 28 155 17 235 44 296 17 88 18 123 58 317 33 408 982 04:15 PM 73 75 33 181 14 190 29 233 21 70 21 112 49 265 24 338 864 04:30 PM 59 81 21 161 20 194 52 266 18 73 10 101 50 339 27 416 944 04:45 PM 56 63 30 149 15 200 34 249 15 81 7 103 56 308 36 400 901 Total Volume 252 282 112 646 66 819 159 1044 71 312 56 439 213 1229 120 1562 3691 % App. Total 39 43.7 17.3 6.3 78.4 15.2 16.2 71.1 12.8 13.6 78.7 7.7 PHF .863 .870 .848 .892 .825 .871 .764 .882 .845 .886 .667 .892 .918 .906 .833 .939 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-18
F.1.r
Packet Pg. 3358
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
112
Thru
282
Left
252
In Out Total
684 646 1330
Right
159
Thru
819
Left
66 Out In Total
1537 1044 2581
Left
71 Thru
312
Right
56 Out Total In
468 439 907
Left
213
Thru
1229
Right
120
Total In Out
2564 1562 1002
Peak Hour Data
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-19
F.1.r
Packet Pg. 3359
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 81 96 23 200 17 235 44 296 17 88 18 123 58 317 33 408 +15 mins. 51 63 28 142 14 190 29 233 21 70 21 112 49 265 24 338 +30 mins. 77 102 28 207 20 194 52 266 18 73 10 101 50 339 27 416 +45 mins. 58 87 17 162 15 200 34 249 15 81 7 103 56 308 36 400 Total Volume 267 348 96 711 66 819 159 1044 71 312 56 439 213 1229 120 1562 % App. Total 37.6 48.9 13.5 6.3 78.4 15.2 16.2 71.1 12.8 13.6 78.7 7.7 PHF .824 .853 .857 .859 .825 .871 .764 .882 .845 .886 .667 .892 .918 .906 .833 .939 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-20
F.1.r
Packet Pg. 3360
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 63 59 27 19 149 17 234 44 24 295 17 87 18 3 122 58 314 33 7 405 53 971 1024 04:15 PM 73 73 33 14 179 14 188 29 12 231 21 70 21 7 112 48 261 24 1 333 34 855 889 04:30 PM 59 79 21 16 159 20 193 52 31 265 18 72 10 6 100 50 332 27 6 409 59 933 992 04:45 PM 55 63 30 25 148 15 200 34 19 249 15 81 7 1 103 56 302 34 1 392 46 892 938 Total 250 274 111 74 635 66 815 159 86 1040 71 310 56 17 437 212 1209 118 15 1539 192 3651 3843 05:00 PM 81 95 23 14 199 14 175 44 21 233 14 67 21 7 102 46 282 24 5 352 47 886 933 05:15 PM 51 61 27 18 139 14 173 35 26 222 9 66 6 2 81 33 307 33 3 373 49 815 864 05:30 PM 76 99 28 23 203 14 163 42 25 219 20 66 9 4 95 47 297 35 6 379 58 896 954 05:45 PM 58 86 17 11 161 25 162 31 23 218 13 40 10 3 63 35 342 32 4 409 41 851 892 Total 266 341 95 66 702 67 673 152 95 892 56 239 46 16 341 161 1228 124 18 1513 195 3448 3643 Grand Total 516 615 206 140 1337 133 1488 311 181 1932 127 549 102 33 778 373 2437 242 33 3052 387 7099 7486 Apprch % 38.6 46 15.4 6.9 77 16.1 16.3 70.6 13.1 12.2 79.8 7.9 Total % 7.3 8.7 2.9 18.8 1.9 21 4.4 27.2 1.8 7.7 1.4 11 5.3 34.3 3.4 43 5.2 94.8 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 63 59 27 149 17 234 44 295 17 87 18 122 58 314 33 405 971 04:15 PM 73 73 33 179 14 188 29 231 21 70 21 112 48 261 24 333 855 04:30 PM 59 79 21 159 20 193 52 265 18 72 10 100 50 332 27 409 933 04:45 PM 55 63 30 148 15 200 34 249 15 81 7 103 56 302 34 392 892 Total Volume 250 274 111 635 66 815 159 1040 71 310 56 437 212 1209 118 1539 3651 % App. Total 39.4 43.1 17.5 6.3 78.4 15.3 16.2 70.9 12.8 13.8 78.6 7.7 PHF .856 .867 .841 .887 .825 .871 .764 .881 .845 .891 .667 .895 .914 .910 .868 .941 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-21
F.1.r
Packet Pg. 3361
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
111
Thru
274
Left
250
In Out Total
681 635 1316
Right
159
Thru
815
Left
66 Out In Total
1515 1040 2555
Left
71 Thru
310
Right
56 Out Total In
458 437 895
Left
212
Thru
1209
Right
118
Total In Out
2536 1539 997
Peak Hour Data
Peak Hour Begins at 04:00 PM
Passenger Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-22
F.1.r
Packet Pg. 3362
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 63 59 27 149 17 234 44 295 17 87 18 122 58 314 33 405 +15 mins. 73 73 33 179 14 188 29 231 21 70 21 112 48 261 24 333 +30 mins. 59 79 21 159 20 193 52 265 18 72 10 100 50 332 27 409 +45 mins. 55 63 30 148 15 200 34 249 15 81 7 103 56 302 34 392 Total Volume 250 274 111 635 66 815 159 1040 71 310 56 437 212 1209 118 1539 % App. Total 39.4 43.1 17.5 6.3 78.4 15.3 16.2 70.9 12.8 13.8 78.6 7.7 PHF .856 .867 .841 .887 .825 .871 .764 .881 .845 .891 .667 .895 .914 .910 .868 .941 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-23
F.1.r
Packet Pg. 3363
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 5 5
04:15 PM 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 6 6
04:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 3 0 0 3 0 7 7
04:45 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 2 0 6 0 7 7
Total 1 6 0 0 7 0 3 0 0 3 0 2 0 0 2 0 11 2 0 13 0 25 25 05:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 6 6
05:15 PM 0 1 1 0 2 0 1 0 0 1 0 1 0 0 1 1 1 0 0 2 0 6 6
05:30 PM 1 3 0 0 4 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 7 7
05:45 PM 0 1 0 0 1 1 2 0 0 3 0 1 0 0 1 0 1 0 0 1 0 6 6
Total 1 6 1 0 8 1 5 0 0 6 0 2 0 0 2 2 7 0 0 9 0 25 25
Grand Total 2 12 1 0 15 1 8 0 0 9 0 4 0 0 4 2 18 2 0 22 0 50 50 Apprch % 13.3 80 6.7 11.1 88.9 0 0 100 0 9.1 81.8 9.1
Total % 4 24 2 30 2 16 0 18 0 8 0 8 4 36 4 44 0 100
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 1 0 1 5
04:15 PM 0 1 0 1 0 2 0 2 0 0 0 0 0 3 0 3 6
04:30 PM 0 2 0 2 0 1 0 1 0 1 0 1 0 3 0 3 7
04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 4 2 6 7
Total Volume 1 6 0 7 0 3 0 3 0 2 0 2 0 11 2 13 25
% App. Total 14.3 85.7 0 0 100 0 0 100 0 0 84.6 15.4
PHF .250 .500 .000 .583 .000 .375 .000 .375 .000 .500 .000 .500 .000 .688 .250 .542 .893 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-24
F.1.r
Packet Pg. 3364
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
0 Thru
6 Left
1 In Out Total
2 7 9
Right
0 Thru
3 Left
0 Out In Total
12 3 15
Left
0 Thru
2 Right
0 Out Total In
8 2 10
Left
0 Thru
11 Right
2 Total In Out
16 13 3
Peak Hour Data
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-25
F.1.r
Packet Pg. 3365
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 3 0 3 0 0 0 0 0 1 0 1 0 1 0 1
+15 mins. 0 1 0 1 0 2 0 2 0 0 0 0 0 3 0 3
+30 mins. 0 2 0 2 0 1 0 1 0 1 0 1 0 3 0 3
+45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 4 2 6
Total Volume 1 6 0 7 0 3 0 3 0 2 0 2 0 11 2 13
% App. Total 14.3 85.7 0 0 100 0 0 100 0 0 84.6 15.4
PHF .250 .500 .000 .583 .000 .375 .000 .375 .000 .500 .000 .500 .000 .688 .250 .542 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-26
F.1.r
Packet Pg. 3366
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1
05:15 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 2 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 0 1 0 0 1 0 4 4
Grand Total 0 1 0 0 1 0 1 0 0 1 2 0 0 0 2 0 3 0 0 3 0 7 7 Apprch % 0 100 0 0 100 0 100 0 0 0 100 0
Total % 0 14.3 0 14.3 0 14.3 0 14.3 28.6 0 0 28.6 0 42.9 0 42.9 0 100 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2 3
% App. Total 0 100 0 0 0 0 0 0 0 0 100 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .750 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-27
F.1.r
Packet Pg. 3367
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
0 Thru
1 Left
0 In Out Total
0 1 1
Right
0 Thru
0 Left
0 Out In Total
2 0 2
Left
0 Thru
0 Right
0 Out Total In
1 0 1
Left
0 Thru
2 Right
0 Total In Out
2 2 0
Peak Hour Data
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-28
F.1.r
Packet Pg. 3368
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2
% App. Total 0 100 0 0 0 0 0 0 0 0 100 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-29
F.1.r
Packet Pg. 3369
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 1
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 5 5
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2
Total 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 1 7 0 0 8 0 12 12
05:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 1 0 3 0 4 4
05:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 3 3
05:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2
05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2
Total 0 1 0 0 1 0 3 1 0 4 0 1 0 0 1 0 4 1 0 5 0 11 11
Grand Total 1 2 1 0 4 0 4 1 0 5 0 1 0 0 1 1 11 1 0 13 0 23 23 Apprch % 25 50 25 0 80 20 0 100 0 7.7 84.6 7.7
Total % 4.3 8.7 4.3 17.4 0 17.4 4.3 21.7 0 4.3 0 4.3 4.3 47.8 4.3 56.5 0 100 Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 2 0 1 0 1 0 0 0 0 0 2 0 2 5
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
Total Volume 1 1 1 3 0 1 0 1 0 0 0 0 1 7 0 8 12
% App. Total 33.3 33.3 33.3 0 100 0 0 0 0 12.5 87.5 0
PHF .250 .250 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .250 .583 .000 .667 .600 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-30
F.1.r
Packet Pg. 3370
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 2
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Alessandro Boulevard
Alessandro Boulevard
Frederick Street
Right
1 Thru
1 Left
1 In Out Total
1 3 4
Right
0 Thru
1 Left
0 Out In Total
8 1 9
Left
0 Thru
0 Right
0 Out Total In
1 0 1
Left
1 Thru
7 Right
0 Total In Out
10 8 2
Peak Hour Data
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-31
F.1.r
Packet Pg. 3371
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 06_MRV_Frederick_Alessandro PM
Site Code : 05118391
Start Date : 5/17/2018
Page No : 3
City of Moreno Valley
N/S: Frederick Street
E/W: Alessandro Boulevard
Weather: Clear
Frederick Street
Southbound
Alessandro Boulevard
Westbound
Frederick Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 0 1 2 0 1 0 1 0 0 0 0 0 2 0 2
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Total Volume 1 1 1 3 0 1 0 1 0 0 0 0 1 7 0 8
% App. Total 33.3 33.3 33.3 0 100 0 0 0 0 12.5 87.5 0
PHF .250 .250 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .250 .583 .000 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-32
F.1.r
Packet Pg. 3372
Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Location:  Date: 5/17/2018
N/S:  Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Frederick Street Alessandro Boulevard Frederick Street Alessandro Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0210 3
1101 3
2000 2
1000 1
1001 2
6102 9
2010 3
0103 4
13 5 2 7 27
North Leg East Leg South Leg West Leg
Frederick Street Alessandro Boulevard Frederick Street Alessandro Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
0110 2
0101 2
0121 4
1202 5
3301 7
0000 0
3003 6
1000 1
8 8 3 827
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
City of Moreno Valley
Frederick Street
Alessandro Boulevard

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-33
F.1.r
Packet Pg. 3373 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Location:  Date: 5/17/2018
N/S:  Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000020000000 2
000000000000 0
010000000000 1
000010010000 2
000000000000 0
000011000011 4
320010000000 6
3 3 0 0 5 1 0 1 0 0 2 1 16
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
000001000000 1
000000000000 0
000000000000 0
000000000040 4
000000000000 0
000000000010 1
000000000010 1
010001000060 8
Alessandro Boulevard
TOTAL VOLUMES:

Frederick Street Alessandro Boulevard Frederick Street Alessandro Boulevard Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Frederick Street Alessandro Boulevard Frederick Street
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Alessandro Boulevard
Frederick Street
City of Moreno Valley

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-34
F.1.r
Packet Pg. 3374 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 14 34 22 70 8 370 14 392 12 18 4 34 4 69 11 84 580 07:15 AM 23 33 21 77 14 396 26 436 18 24 2 44 9 79 12 100 657 07:30 AM 16 50 22 88 18 373 19 410 14 43 2 59 11 117 13 141 698 07:45 AM 32 50 22 104 33 350 37 420 11 58 4 73 9 123 16 148 745 Total 85 167 87 339 73 1489 96 1658 55 143 12 210 33 388 52 473 2680 08:00 AM 19 40 20 79 24 380 30 434 15 30 7 52 7 124 13 144 709 08:15 AM 24 38 11 73 23 315 30 368 18 39 7 64 15 125 6 146 651 08:30 AM 31 36 16 83 22 262 20 304 9 37 11 57 9 144 12 165 609 08:45 AM 25 25 21 71 25 281 26 332 12 30 7 49 12 129 18 159 611 Total 99 139 68 306 94 1238 106 1438 54 136 32 222 43 522 49 614 2580 Grand Total 184 306 155 645 167 2727 202 3096 109 279 44 432 76 910 101 1087 5260 Apprch % 28.5 47.4 24 5.4 88.1 6.5 25.2 64.6 10.2 7 83.7 9.3 Total % 3.5 5.8 2.9 12.3 3.2 51.8 3.8 58.9 2.1 5.3 0.8 8.2 1.4 17.3 1.9 20.7 Passenger Vehicles 180 296 152 628 166 2661 196 3023 101 274 43 418 72 863 96 1031 5100 % Passenger Vehicles 97.8 96.7 98.1 97.4 99.4 97.6 97 97.6 92.7 98.2 97.7 96.8 94.7 94.8 95 94.8 97 Large 2 Axle Vehicles 3 9 3 15 0 37 4 41 4 5 1 10 3 23 2 28 94 % Large 2 Axle Vehicles 1.6 2.9 1.9 2.3 0 1.4 2 1.3 3.7 1.8 2.3 2.3 3.9 2.5 2 2.6 1.8 3 Axle Vehicles 0 0 0 0 1 14 1 16 0 0 0 0 0 17 0 17 33
% 3 Axle Vehicles 0 0 0 0 0.6 0.5 0.5 0.5 0 0 0 0 0 1.9 0 1.6 0.6 4+ Axle Trucks 1 1 0 2 0 15 1 16 4 0 0 4 1 7 3 11 33
% 4+ Axle Trucks 0.5 0.3 0 0.3 0 0.6 0.5 0.5 3.7 0 0 0.9 1.3 0.8 3 1 0.6 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 23 33 21 77 14 396 26 436 18 24 2 44 9 79 12 100 657 07:30 AM 16 50 22 88 18 373 19 410 14 43 2 59 11 117 13 141 698 07:45 AM 32 50 22 104 33 350 37 420 11 58 4 73 9 123 16 148 745 08:00 AM 19 40 20 79 24 380 30 434 15 30 7 52 7 124 13 144 709 Total Volume 90 173 85 348 89 1499 112 1700 58 155 15 228 36 443 54 533 2809 % App. Total 25.9 49.7 24.4 5.2 88.2 6.6 25.4 68 6.6 6.8 83.1 10.1 PHF .703 .865 .966 .837 .674 .946 .757 .975 .806 .668 .536 .781 .818 .893 .844 .900 .943 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-35
F.1.r
Packet Pg. 3375 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
85 Thru
173
Left
90 Out In Total
303 348 651
Right
112
Thru
1499
Left
89 Out Total In
548 1700 2248
Left
58 Thru
155
Right
15 Out In Total
316 228 544
Left
36 Thru
443
Right
54 Total Out In
1642 533 2175
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 08:00 AM
+0 mins. 23 33 21 77 14 396 26 436 14 43 2 59 7 124 13 144 +15 mins. 16 50 22 88 18 373 19 410 11 58 4 73 15 125 6 146 +30 mins. 32 50 22 104 33 350 37 420 15 30 7 52 9 144 12 165 +45 mins. 19 40 20 79 24 380 30 434 18 39 7 64 12 129 18 159 Total Volume 90 173 85 348 89 1499 112 1700 58 170 20 248 43 522 49 614 % App. Total 25.9 49.7 24.4 5.2 88.2 6.6 23.4 68.5 8.1 7 85 8 PHF .703 .865 .966 .837 .674 .946 .757 .975 .806 .733 .714 .849 .717 .906 .681 .930 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-36
F.1.r
Packet Pg. 3376 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 13 30 22 65 8 362 14 384 9 18 4 31 3 61 11 75 555 07:15 AM 21 33 21 75 14 393 25 432 16 23 2 41 9 75 12 96 644 07:30 AM 15 50 22 87 18 367 18 403 14 42 2 58 10 111 13 134 682 07:45 AM 32 49 21 102 33 340 36 409 9 58 4 71 9 121 13 143 725 Total 81 162 86 329 73 1462 93 1628 48 141 12 201 31 368 49 448 2606 08:00 AM 19 38 19 76 23 365 30 418 14 30 7 51 7 119 13 139 684 08:15 AM 24 37 10 71 23 305 29 357 18 36 7 61 14 115 6 135 624 08:30 AM 31 34 16 81 22 256 20 298 9 37 11 57 8 139 11 158 594 08:45 AM 25 25 21 71 25 273 24 322 12 30 6 48 12 122 17 151 592 Total 99 134 66 299 93 1199 103 1395 53 133 31 217 41 495 47 583 2494 Grand Total 180 296 152 628 166 2661 196 3023 101 274 43 418 72 863 96 1031 5100 Apprch % 28.7 47.1 24.2 5.5 88 6.5 24.2 65.6 10.3 7 83.7 9.3 Total % 3.5 5.8 3 12.3 3.3 52.2 3.8 59.3 2 5.4 0.8 8.2 1.4 16.9 1.9 20.2 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 21 33 21 75 14 393 25 432 16 23 2 41 9 75 12 96 644 07:30 AM 15 50 22 87 18 367 18 403 14 42 2 58 10 111 13 134 682 07:45 AM 32 49 21 102 33 340 36 409 9 58 4 71 9 121 13 143 725 08:00 AM 19 38 19 76 23 365 30 418 14 30 7 51 7 119 13 139 684 Total Volume 87 170 83 340 88 1465 109 1662 53 153 15 221 35 426 51 512 2735 % App. Total 25.6 50 24.4 5.3 88.1 6.6 24 69.2 6.8 6.8 83.2 10 PHF .680 .850 .943 .833 .667 .932 .757 .962 .828 .659 .536 .778 .875 .880 .981 .895 .943 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-37
F.1.r
Packet Pg. 3377 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
83 Thru
170
Left
87 Out In Total
297 340 637
Right
109
Thru
1465
Left
88 Out Total In
528 1662 2190
Left
53 Thru
153
Right
15 Out In Total
309 221 530
Left
35 Thru
426
Right
51 Total Out In
1601 512 2113
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 21 33 21 75 14 393 25 432 16 23 2 41 9 75 12 96 +15 mins. 15 50 22 87 18 367 18 403 14 42 2 58 10 111 13 134 +30 mins. 32 49 21 102 33 340 36 409 9 58 4 71 9 121 13 143 +45 mins. 19 38 19 76 23 365 30 418 14 30 7 51 7 119 13 139 Total Volume 87 170 83 340 88 1465 109 1662 53 153 15 221 35 426 51 512 % App. Total 25.6 50 24.4 5.3 88.1 6.6 24 69.2 6.8 6.8 83.2 10 PHF .680 .850 .943 .833 .667 .932 .757 .962 .828 .659 .536 .778 .875 .880 .981 .895 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-38
F.1.r
Packet Pg. 3378 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 3 0 3 0 7 0 7 1 0 0 1 1 4 0 5 16
07:15 AM 2 0 0 2 0 2 1 3 2 1 0 3 0 2 0 2 10
07:30 AM 1 0 0 1 0 4 0 4 0 1 0 1 1 1 0 2 8
07:45 AM 0 1 1 2 0 4 1 5 0 0 0 0 0 0 1 1 8
Total 3 4 1 8 0 17 2 19 3 2 0 5 2 7 1 10 42
08:00 AM 0 2 1 3 0 7 0 7 1 0 0 1 0 5 0 5 16
08:15 AM 0 1 1 2 0 5 1 6 0 3 0 3 1 5 0 6 17
08:30 AM 0 2 0 2 0 3 0 3 0 0 0 0 0 3 0 3 8
08:45 AM 0 0 0 0 0 5 1 6 0 0 1 1 0 3 1 4 11
Total 0 5 2 7 0 20 2 22 1 3 1 5 1 16 1 18 52
Grand Total 3 9 3 15 0 37 4 41 4 5 1 10 3 23 2 28 94
Apprch % 20 60 20 0 90.2 9.8 40 50 10 10.7 82.1 7.1
Total % 3.2 9.6 3.2 16 0 39.4 4.3 43.6 4.3 5.3 1.1 10.6 3.2 24.5 2.1 29.8 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 0 0 2 0 2 1 3 2 1 0 3 0 2 0 2 10
07:30 AM 1 0 0 1 0 4 0 4 0 1 0 1 1 1 0 2 8
07:45 AM 0 1 1 2 0 4 1 5 0 0 0 0 0 0 1 1 8
08:00 AM 0 2 1 3 0 7 0 7 1 0 0 1 0 5 0 5 16
Total Volume 3 3 2 8 0 17 2 19 3 2 0 5 1 8 1 10 42
% App. Total 37.5 37.5 25 0 89.5 10.5 60 40 0 10 80 10
PHF .375 .375 .500 .667 .000 .607 .500 .679 .375 .500 .000 .417 .250 .400 .250 .500 .656 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-39
F.1.r
Packet Pg. 3379 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
2 Thru
3 Left
3 Out In Total
5 8 13
Right
2 Thru
17 Left
0 Out Total In
11 19 30
Left
3 Thru
2 Right
0 Out In Total
4 5 9
Left
1 Thru
8 Right
1 Total Out In
22 10 32
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 2 0 0 2 0 2 1 3 2 1 0 3 0 2 0 2
+15 mins. 1 0 0 1 0 4 0 4 0 1 0 1 1 1 0 2
+30 mins. 0 1 1 2 0 4 1 5 0 0 0 0 0 0 1 1
+45 mins. 0 2 1 3 0 7 0 7 1 0 0 1 0 5 0 5
Total Volume 3 3 2 8 0 17 2 19 3 2 0 5 1 8 1 10
% App. Total 37.5 37.5 25 0 89.5 10.5 60 40 0 10 80 10
PHF .375 .375 .500 .667 .000 .607 .500 .679 .375 .500 .000 .417 .250 .400 .250 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-40
F.1.r
Packet Pg. 3380 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 3 0 3 5
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
Total 0 0 0 0 0 4 1 5 0 0 0 0 0 8 0 8 13
08:00 AM 0 0 0 0 1 4 0 5 0 0 0 0 0 0 0 0 5
08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
08:45 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
Total 0 0 0 0 1 10 0 11 0 0 0 0 0 9 0 9 20
Grand Total 0 0 0 0 1 14 1 16 0 0 0 0 0 17 0 17 33
Apprch % 0 0 0 6.2 87.5 6.2 0 0 0 0 100 0
Total % 0 0 0 0 3 42.4 3 48.5 0 0 0 0 0 51.5 0 51.5
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 3 0 3 5
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
08:00 AM 0 0 0 0 1 4 0 5 0 0 0 0 0 0 0 0 5
Total Volume 0 0 0 0 1 7 1 9 0 0 0 0 0 4 0 4 13
% App. Total 0 0 0 11.1 77.8 11.1 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .438 .250 .450 .000 .000 .000 .000 .000 .333 .000 .333 .650 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-41
F.1.r
Packet Pg. 3381 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
7 Left
1 Out Total In
4 9 13
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
0 Thru
4 Right
0 Total Out In
7 4 11
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 1 1 2 0 0 0 0 0 3 0 3
+30 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 1 4 0 5 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 7 1 9 0 0 0 0 0 4 0 4
% App. Total 0 0 0 11.1 77.8 11.1 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .438 .250 .450 .000 .000 .000 .000 .000 .333 .000 .333 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-42
F.1.r
Packet Pg. 3382 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 1 0 2 0 0 0 0 2 0 0 2 0 0 0 0 4
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:45 AM 0 0 0 0 0 4 0 4 2 0 0 2 0 1 2 3 9
Total 1 1 0 2 0 6 0 6 4 0 0 4 0 5 2 7 19
08:00 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 2 3
08:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 9 1 10 0 0 0 0 1 2 1 4 14
Grand Total 1 1 0 2 0 15 1 16 4 0 0 4 1 7 3 11 33
Apprch % 50 50 0 0 93.8 6.2 100 0 0 9.1 63.6 27.3
Total % 3 3 0 6.1 0 45.5 3 48.5 12.1 0 0 12.1 3 21.2 9.1 33.3 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:45 AM 0 0 0 0 0 4 0 4 2 0 0 2 0 1 2 3 9
08:00 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 4
Total Volume 0 0 0 0 0 10 0 10 2 0 0 2 0 5 2 7 19
% App. Total 0 0 0 0 100 0 100 0 0 0 71.4 28.6
PHF .000 .000 .000 .000 .000 .625 .000 .625 .250 .000 .000 .250 .000 .625 .250 .583 .528 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-43
F.1.r
Packet Pg. 3383 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro AM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
10 Left
0 Out Total In
5 10 15
Left
2 Thru
0 Right
0 Out In Total
2 2 4
Left
0 Thru
5 Right
2 Total Out In
12 7 19
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2
+30 mins. 0 0 0 0 0 4 0 4 2 0 0 2 0 1 2 3
+45 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 10 0 10 2 0 0 2 0 5 2 7
% App. Total 0 0 0 0 100 0 100 0 0 0 71.4 28.6
PHF .000 .000 .000 .000 .000 .625 .000 .625 .250 .000 .000 .250 .000 .625 .250 .583 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-44
F.1.r
Packet Pg. 3384 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 39 34 17 90 39 240 44 323 24 60 21 105 21 325 36 382 900 04:15 PM 35 42 15 92 46 237 29 312 17 37 13 67 24 307 21 352 823 04:30 PM 34 32 9 75 40 243 46 329 15 36 12 63 27 334 26 387 854 04:45 PM 32 46 8 86 37 195 33 265 18 45 24 87 25 322 23 370 808 Total 140 154 49 343 162 915 152 1229 74 178 70 322 97 1288 106 1491 3385 05:00 PM 26 29 15 70 43 226 41 310 15 39 11 65 22 334 31 387 832 05:15 PM 33 35 19 87 35 186 27 248 15 53 14 82 19 325 31 375 792 05:30 PM 24 37 13 74 28 175 26 229 11 41 11 63 14 319 39 372 738 05:45 PM 29 30 14 73 21 180 27 228 8 19 10 37 18 350 27 395 733 Total 112 131 61 304 127 767 121 1015 49 152 46 247 73 1328 128 1529 3095 Grand Total 252 285 110 647 289 1682 273 2244 123 330 116 569 170 2616 234 3020 6480 Apprch % 38.9 44 17 12.9 75 12.2 21.6 58 20.4 5.6 86.6 7.7 Total % 3.9 4.4 1.7 10 4.5 26 4.2 34.6 1.9 5.1 1.8 8.8 2.6 40.4 3.6 46.6 Passenger Vehicles 251 282 107 640 288 1667 273 2228 121 327 115 563 170 2597 226 2993 6424 % Passenger Vehicles 99.6 98.9 97.3 98.9 99.7 99.1 100 99.3 98.4 99.1 99.1 98.9 100 99.3 96.6 99.1 99.1 Large 2 Axle Vehicles 1 3 3 7 0 11 0 11 2 3 0 5 0 16 6 22 45 % Large 2 Axle Vehicles 0.4 1.1 2.7 1.1 0 0.7 0 0.5 1.6 0.9 0 0.9 0 0.6 2.6 0.7 0.7 3 Axle Vehicles 0 0 0 0 1 2 0 3 0 0 1 1 0 1 0 1 5
% 3 Axle Vehicles 0 0 0 0 0.3 0.1 0 0.1 0 0 0.9 0.2 0 0 0 0 0.1 4+ Axle Trucks 0 0 0 0 0 2 0 2 0 0 0 0 0 2 2 4 6
% 4+ Axle Trucks 0 0 0 0 0 0.1 0 0.1 0 0 0 0 0 0.1 0.9 0.1 0.1 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 39 34 17 90 39 240 44 323 24 60 21 105 21 325 36 382 900 04:15 PM 35 42 15 92 46 237 29 312 17 37 13 67 24 307 21 352 823 04:30 PM 34 32 9 75 40 243 46 329 15 36 12 63 27 334 26 387 854 04:45 PM 32 46 8 86 37 195 33 265 18 45 24 87 25 322 23 370 808 Total Volume 140 154 49 343 162 915 152 1229 74 178 70 322 97 1288 106 1491 3385 % App. Total 40.8 44.9 14.3 13.2 74.5 12.4 23 55.3 21.7 6.5 86.4 7.1 PHF .897 .837 .721 .932 .880 .941 .826 .934 .771 .742 .729 .767 .898 .964 .736 .963 .940 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-45
F.1.r
Packet Pg. 3385 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
49 Thru
154
Left
140
Out In Total
427 343 770
Right
152
Thru
915
Left
162
Out Total In
1498 1229 2727
Left
74 Thru
178
Right
70 Out In Total
422 322 744
Left
97 1288
Thru Right
106
Total Out In
1038 1491 2529
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 05:00 PM
+0 mins. 39 34 17 90 39 240 44 323 24 60 21 105 22 334 31 387 +15 mins. 35 42 15 92 46 237 29 312 17 37 13 67 19 325 31 375 +30 mins. 34 32 9 75 40 243 46 329 15 36 12 63 14 319 39 372 +45 mins. 32 46 8 86 37 195 33 265 18 45 24 87 18 350 27 395 Total Volume 140 154 49 343 162 915 152 1229 74 178 70 322 73 1328 128 1529 % App. Total 40.8 44.9 14.3 13.2 74.5 12.4 23 55.3 21.7 4.8 86.9 8.4 PHF .897 .837 .721 .932 .880 .941 .826 .934 .771 .742 .729 .767 .830 .949 .821 .968 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-46
F.1.r
Packet Pg. 3386 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 39 33 17 89 39 236 44 319 23 59 20 102 21 320 34 375 885 04:15 PM 34 42 13 89 45 235 29 309 17 37 13 67 24 305 19 348 813 04:30 PM 34 32 9 75 40 242 46 328 15 36 12 63 27 331 25 383 849 04:45 PM 32 45 7 84 37 194 33 264 18 45 24 87 25 321 22 368 803 Total 139 152 46 337 161 907 152 1220 73 177 69 319 97 1277 100 1474 3350 05:00 PM 26 29 15 70 43 225 41 309 15 39 11 65 22 334 30 386 830 05:15 PM 33 34 19 86 35 184 27 246 15 51 14 80 19 320 30 369 781 05:30 PM 24 37 13 74 28 173 26 227 11 41 11 63 14 319 39 372 736 05:45 PM 29 30 14 73 21 178 27 226 7 19 10 36 18 347 27 392 727 Total 112 130 61 303 127 760 121 1008 48 150 46 244 73 1320 126 1519 3074 Grand Total 251 282 107 640 288 1667 273 2228 121 327 115 563 170 2597 226 2993 6424 Apprch % 39.2 44.1 16.7 12.9 74.8 12.3 21.5 58.1 20.4 5.7 86.8 7.6 Total % 3.9 4.4 1.7 10 4.5 25.9 4.2 34.7 1.9 5.1 1.8 8.8 2.6 40.4 3.5 46.6 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 39 33 17 89 39 236 44 319 23 59 20 102 21 320 34 375 885 04:15 PM 34 42 13 89 45 235 29 309 17 37 13 67 24 305 19 348 813 04:30 PM 34 32 9 75 40 242 46 328 15 36 12 63 27 331 25 383 849 04:45 PM 32 45 7 84 37 194 33 264 18 45 24 87 25 321 22 368 803 Total Volume 139 152 46 337 161 907 152 1220 73 177 69 319 97 1277 100 1474 3350 % App. Total 41.2 45.1 13.6 13.2 74.3 12.5 22.9 55.5 21.6 6.6 86.6 6.8 PHF .891 .844 .676 .947 .894 .937 .826 .930 .793 .750 .719 .782 .898 .965 .735 .962 .946 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-47
F.1.r
Packet Pg. 3387 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
46 Thru
152
Left
139
Out In Total
426 337 763
Right
152
Thru
907
Left
161
Out Total In
1485 1220 2705
Left
73 Thru
177
Right
69 Out In Total
413 319 732
Left
97 1277
Thru Right
100
Total Out In
1026 1474 2500
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 39 33 17 89 39 236 44 319 23 59 20 102 21 320 34 375 +15 mins. 34 42 13 89 45 235 29 309 17 37 13 67 24 305 19 348 +30 mins. 34 32 9 75 40 242 46 328 15 36 12 63 27 331 25 383 +45 mins. 32 45 7 84 37 194 33 264 18 45 24 87 25 321 22 368 Total Volume 139 152 46 337 161 907 152 1220 73 177 69 319 97 1277 100 1474 % App. Total 41.2 45.1 13.6 13.2 74.3 12.5 22.9 55.5 21.6 6.6 86.6 6.8 PHF .891 .844 .676 .947 .894 .937 .826 .930 .793 .750 .719 .782 .898 .965 .735 .962 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-48
F.1.r
Packet Pg. 3388 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 3 0 3 1 1 0 2 0 4 2 6 12
04:15 PM 1 0 2 3 0 2 0 2 0 0 0 0 0 2 2 4 9
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 4
04:45 PM 0 1 1 2 0 1 0 1 0 0 0 0 0 1 1 2 5
Total 1 2 3 6 0 6 0 6 1 1 0 2 0 10 6 16 30
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 1 0 1 0 1 0 1 0 2 0 2 0 5 0 5 9
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 2 0 2 1 0 0 1 0 1 0 1 4
Total 0 1 0 1 0 5 0 5 1 2 0 3 0 6 0 6 15
Grand Total 1 3 3 7 0 11 0 11 2 3 0 5 0 16 6 22 45
Apprch % 14.3 42.9 42.9 0 100 0 40 60 0 0 72.7 27.3
Total % 2.2 6.7 6.7 15.6 0 24.4 0 24.4 4.4 6.7 0 11.1 0 35.6 13.3 48.9 Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 0 1 0 3 0 3 1 1 0 2 0 4 2 6 12
04:15 PM 1 0 2 3 0 2 0 2 0 0 0 0 0 2 2 4 9
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 4
04:45 PM 0 1 1 2 0 1 0 1 0 0 0 0 0 1 1 2 5
Total Volume 1 2 3 6 0 6 0 6 1 1 0 2 0 10 6 16 30
% App. Total 16.7 33.3 50 0 100 0 50 50 0 0 62.5 37.5
PHF .250 .500 .375 .500 .000 .500 .000 .500 .250 .250 .000 .250 .000 .625 .750 .667 .625 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-49
F.1.r
Packet Pg. 3389 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
3 Thru
2 Left
1 Out In Total
1 6 7
Right
0 Thru
6 Left
0 Out Total In
11 6 17
Left
1 Thru
1 Right
0 Out In Total
8 2 10
Left
0 Thru
10 Right
6 Total Out In
10 16 26
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 1 0 1 0 3 0 3 1 1 0 2 0 4 2 6
+15 mins. 1 0 2 3 0 2 0 2 0 0 0 0 0 2 2 4
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4
+45 mins. 0 1 1 2 0 1 0 1 0 0 0 0 0 1 1 2
Total Volume 1 2 3 6 0 6 0 6 1 1 0 2 0 10 6 16
% App. Total 16.7 33.3 50 0 100 0 50 50 0 0 62.5 37.5
PHF .250 .500 .375 .500 .000 .500 .000 .500 .250 .250 .000 .250 .000 .625 .750 .667 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-50
F.1.r
Packet Pg. 3390 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 2
04:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Grand Total 0 0 0 0 1 2 0 3 0 0 1 1 0 1 0 1 5
Apprch % 0 0 0 33.3 66.7 0 0 0 100 0 100 0
Total % 0 0 0 0 20 40 0 60 0 0 20 20 0 20 0 20
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0 2
04:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0 3
% App. Total 0 0 0 50 50 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 .375 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-51
F.1.r
Packet Pg. 3391 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
1 Out Total In
1 2 3
Left
0 Thru
0 Right
1 Out In Total
1 1 2
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 1 0 1 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 1 0 2 0 0 1 1 0 0 0 0
% App. Total 0 0 0 50 50 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-52
F.1.r
Packet Pg. 3392 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 1
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 1 2 3 4
Grand Total 0 0 0 0 0 2 0 2 0 0 0 0 0 2 2 4 6
Apprch % 0 0 0 0 100 0 0 0 0 0 50 50
Total % 0 0 0 0 0 33.3 0 33.3 0 0 0 0 0 33.3 33.3 66.7
Graham Street
Southbound
Alessandro Boulevard
Westbound
Graham Street
Northbound
Alessandro Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-53
F.1.r
Packet Pg. 3393 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) File Name : 03C_MRV_Graham_Alessandro PM
Site Code : 05118347
Start Date : 4/26/2018
Page No : 2
City of Moreno Valley
N/S: Graham Street
E/W: Alessandro Boulevard
Weather: Clear
Graham Street
Alessandro Boulevard
Alessandro Boulevard
Graham Street
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
0 Out Total In
1 1 2
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
1 Right
0 Total Out In
1 1 2
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268

3.1-54
F.1.r
Packet Pg. 3394 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
APPENDIX 3.2:

EXISTING (2020) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS F.1.r
Packet Pg. 3395 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
This Page Intentionally Left Blank
F.1.r
Packet Pg. 3396 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
1: Frederick St. & Alessandro Bl. 09/22/2020
Existing (2020) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 119 508 76 77 1539 163 92 271 99 268 199 Future Volume (vph) 119 508 76 77 1539 163 92 271 99 268 199 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5216
Permitted Phases 4 8 6
Detector Phase 74438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 35.8 35.8 9.6 44.4 9.6 42.4 42.4 Total Split (s) 10.0 31.6 31.6 14.2 35.8 35.8 11.1 44.6 9.6 43.1 43.1 Total Split (%) 10.0% 31.6% 31.6% 14.2% 35.8% 35.8% 11.1% 44.6% 9.6% 43.1% 43.1% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 76.1
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Frederick St. & Alessandro Bl.

3.2-1
F.1.r
Packet Pg. 3397 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 1: Frederick St. & Alessandro Bl. 09/22/2020
Existing (2020) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 119 508 76 77 1539 163 92 271 22 99 268 199 Future Volume (veh/h) 119 508 76 77 1539 163 92 271 22 99 268 199 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 121 518 46 79 1570 134 94 277 13 101 273 144 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 143 1514 667 103 2060 627 214 570 27 219 592 263 Arrive On Green 0.08 0.42 0.42 0.06 0.40 0.40 0.06 0.16 0.16 0.06 0.16 0.16 Sat Flow, veh/h 1810 3610 1590 1810 5187 1578 3510 3509 164 3510 3610 1601 Grp Volume(v), veh/h 121 518 46 79 1570 134 94 142 148 101 273 144 Grp Sat Flow(s),veh/h/ln 1810 1805 1590 1810 1729 1578 1755 1805 1868 1755 1805 1601 Q Serve(g_s), s 4.5 6.6 1.2 2.9 17.9 3.8 1.8 4.9 4.9 1.9 4.7 5.6 Cycle Q Clear(g_c), s 4.5 6.6 1.2 2.9 17.9 3.8 1.8 4.9 4.9 1.9 4.7 5.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 143 1514 667 103 2060 627 214 293 304 219 592 263 V/C Ratio(X) 0.85 0.34 0.07 0.77 0.76 0.21 0.44 0.48 0.49 0.46 0.46 0.55 Avail Cap(c_a), veh/h 143 1514 667 254 2279 693 334 1036 1072 257 1993 884 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 31.0 13.4 11.9 31.8 17.8 13.6 30.9 26.0 26.0 30.9 25.8 26.2 Incr Delay (d2), s/veh 33.3 0.1 0.0 4.5 1.4 0.2 0.5 1.2 1.2 0.6 0.6 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 2.3 0.4 1.3 6.2 1.2 0.7 2.0 2.1 0.8 1.9 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.3 13.6 11.9 36.2 19.2 13.7 31.5 27.2 27.2 31.5 26.4 28.0 LnGrp LOS E B B D B B CCCCCC
Approach Vol, veh/h 685 1783 384 518
Approach Delay, s/veh 22.4 19.6 28.3 27.8
Approach LOS C B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.9 16.5 8.5 34.4 8.8 16.6 10.0 32.9 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 5.0 39.2 9.6 25.8 6.5 37.7 5.4 30.0 Max Q Clear Time (g_c+I1), s 3.9 6.9 4.9 8.6 3.8 7.6 6.5 19.9 Green Ext Time (p_c), s 0.0 1.6 0.0 3.0 0.0 2.2 0.0 7.0 Intersection Summary
HCM 6th Ctrl Delay 22.4
HCM 6th LOS C

3.2-2
F.1.r
Packet Pg. 3398 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
5: Graham St. & Alessandro Bl. 09/22/2020
Existing (2020) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 41 524 65 94 1624 119 66 162 95 182 Future Volume (vph) 41 524 65 94 1624 119 66 162 95 182 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5216
Permitted Phases 4 8
Detector Phase 7443885216
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 30.8 30.8 9.6 40.4 9.6 42.4 Total Split (s) 9.6 31.7 31.7 10.9 33.0 33.0 9.6 41.5 10.9 42.8 Total Split (%) 10.1% 33.4% 33.4% 11.5% 34.7% 34.7% 10.1% 43.7% 11.5% 45.1% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Intersection Summary
Cycle Length: 95
Actuated Cycle Length: 70.2
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Graham St. & Alessandro Bl.

3.2-3
F.1.r
Packet Pg. 3399 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 5: Graham St. & Alessandro Bl. 09/22/2020
Existing (2020) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 524 65 94 1624 119 66 162 16 95 182 89 Future Volume (veh/h) 41 524 65 94 1624 119 66 162 16 95 182 89 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 44 557 69 100 1728 127 70 172 17 101 194 95 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 77 1365 609 129 2111 655 101 523 51 130 412 193 Arrive On Green 0.04 0.38 0.38 0.07 0.41 0.41 0.06 0.16 0.16 0.07 0.17 0.17 Sat Flow, veh/h 1810 3610 1610 1810 5187 1610 1810 3322 325 1810 2374 1112 Grp Volume(v), veh/h 44 557 69 100 1728 127 70 93 96 101 145 144 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1729 1610 1810 1805 1842 1810 1805 1680 Q Serve(g_s), s 1.5 7.2 1.8 3.5 18.8 3.2 2.4 2.9 3.0 3.5 4.6 4.9 Cycle Q Clear(g_c), s 1.5 7.2 1.8 3.5 18.8 3.2 2.4 2.9 3.0 3.5 4.6 4.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.18 1.00 0.66
Lane Grp Cap(c), veh/h 77 1365 609 129 2111 655 101 284 290 130 313 292 V/C Ratio(X) 0.57 0.41 0.11 0.78 0.82 0.19 0.69 0.33 0.33 0.78 0.46 0.49 Avail Cap(c_a), veh/h 142 1472 657 180 2222 690 142 1026 1047 180 1063 990 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 29.8 14.5 12.8 29.0 16.8 12.1 29.4 23.8 23.8 29.0 23.6 23.7 Incr Delay (d2), s/veh 2.5 0.2 0.1 8.3 2.4 0.1 3.2 0.7 0.7 8.6 1.1 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.5 0.5 1.7 6.4 1.0 1.1 1.2 1.2 1.7 1.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.3 14.7 12.9 37.3 19.2 12.3 32.6 24.4 24.5 37.6 24.7 25.0 LnGrp LOS C B B D B B CCCDCC
Approach Vol, veh/h 670 1955 259 390
Approach Delay, s/veh 15.7 19.7 26.6 28.1
Approach LOS B B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 15.4 9.1 29.8 8.1 16.4 7.3 31.6 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 6.3 36.1 6.3 25.9 5.0 37.4 5.0 27.2 Max Q Clear Time (g_c+I1), s 5.5 5.0 5.5 9.2 4.4 6.9 3.5 20.8 Green Ext Time (p_c), s 0.0 1.0 0.0 3.3 0.0 1.6 0.0 5.0 Intersection Summary
HCM 6th Ctrl Delay 20.4
HCM 6th LOS C

3.2-4
F.1.r
Packet Pg. 3400 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
1: Frederick St. & Alessandro Bl. 09/22/2020
Existing (2020) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 224 1303 126 69 860 165 74 326 265 300 119 Future Volume (vph) 224 1303 126 69 860 165 74 326 265 300 119 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5216
Permitted Phases 4 8 6
Detector Phase 74438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 35.8 35.8 9.6 44.4 9.6 42.4 42.4 Total Split (s) 24.7 50.6 50.6 10.2 36.1 36.1 11.1 44.4 14.8 48.1 48.1 Total Split (%) 20.6% 42.2% 42.2% 8.5% 30.1% 30.1% 9.3% 37.0% 12.3% 40.1% 40.1% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Min Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 100.7
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Frederick St. & Alessandro Bl.

3.2-5
F.1.r
Packet Pg. 3401 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 1: Frederick St. & Alessandro Bl. 09/22/2020
Existing (2020) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 224 1303 126 69 860 165 74 326 58 265 300 119 Future Volume (veh/h) 224 1303 126 69 860 165 74 326 58 265 300 119 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 238 1386 118 73 915 85 79 347 44 282 319 48 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 275 1606 715 94 1789 548 167 571 72 355 834 370 Arrive On Green 0.15 0.44 0.44 0.05 0.34 0.34 0.05 0.18 0.18 0.10 0.23 0.23 Sat Flow, veh/h 1810 3610 1607 1810 5187 1588 3510 3217 404 3510 3610 1602 Grp Volume(v), veh/h 238 1386 118 73 915 85 79 193 198 282 319 48 Grp Sat Flow(s),veh/h/ln 1810 1805 1607 1810 1729 1588 1755 1805 1817 1755 1805 1602 Q Serve(g_s), s 11.7 31.4 4.0 3.6 12.7 3.4 2.0 9.0 9.1 7.1 6.8 2.2 Cycle Q Clear(g_c), s 11.7 31.4 4.0 3.6 12.7 3.4 2.0 9.0 9.1 7.1 6.8 2.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 1.00
Lane Grp Cap(c), veh/h 275 1606 715 94 1789 548 167 320 322 355 834 370 V/C Ratio(X) 0.87 0.86 0.17 0.77 0.51 0.16 0.47 0.60 0.61 0.79 0.38 0.13 Avail Cap(c_a), veh/h 400 1780 792 112 1789 548 251 775 780 394 1696 753 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 37.6 22.7 15.1 42.5 23.7 20.6 42.2 34.4 34.5 39.9 29.5 27.7 Incr Delay (d2), s/veh 9.3 4.3 0.1 20.0 0.2 0.1 0.8 1.8 1.9 8.5 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 12.7 1.3 2.1 4.9 1.2 0.9 3.9 4.0 3.4 2.8 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.9 27.0 15.2 62.6 23.9 20.7 42.9 36.3 36.4 48.4 29.8 27.9 LnGrp LOS D C B E CCDDDDCC
Approach Vol, veh/h 1742 1073 470 649
Approach Delay, s/veh 28.9 26.3 37.4 37.7
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 21.5 9.3 46.2 8.9 26.4 18.4 37.2 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 10.2 39.0 5.6 44.8 6.5 42.7 20.1 30.3 Max Q Clear Time (g_c+I1), s 9.1 11.1 5.6 33.4 4.0 8.8 13.7 14.7 Green Ext Time (p_c), s 0.1 2.2 0.0 7.0 0.0 2.2 0.2 5.5 Intersection Summary
HCM 6th Ctrl Delay 30.7
HCM 6th LOS C

3.2-6
F.1.r
Packet Pg. 3402 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
5: Graham St. & Alessandro Bl. 09/22/2020
Existing (2020) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 104 1405 116 170 964 158 78 186 146 161 Future Volume (vph) 104 1405 116 170 964 158 78 186 146 161 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5216
Permitted Phases 4 8
Detector Phase 7443885216
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 30.8 30.8 9.6 40.4 9.6 42.4 Total Split (s) 19.0 45.0 45.0 14.0 40.0 40.0 10.0 43.0 13.0 46.0 Total Split (%) 16.5% 39.1% 39.1% 12.2% 34.8% 34.8% 8.7% 37.4% 11.3% 40.0% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Intersection Summary
Cycle Length: 115
Actuated Cycle Length: 93.1
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Graham St. & Alessandro Bl.

3.2-7
F.1.r
Packet Pg. 3403 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 5: Graham St. & Alessandro Bl. 09/22/2020
Existing (2020) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 1405 116 170 964 158 78 186 74 146 161 53 Future Volume (veh/h) 104 1405 116 170 964 158 78 186 74 146 161 53 Initial Q (Qb), veh 000000000000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 111 1495 123 181 1026 168 83 198 79 155 171 56 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 142 1601 714 195 2455 762 107 300 116 175 418 133 Arrive On Green 0.08 0.44 0.44 0.11 0.47 0.47 0.06 0.12 0.12 0.10 0.16 0.16 Sat Flow, veh/h 1810 3610 1610 1810 5187 1610 1810 2547 982 1810 2696 855 Grp Volume(v), veh/h 111 1495 123 181 1026 168 83 138 139 155 113 114 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1729 1610 1810 1805 1723 1810 1805 1746 Q Serve(g_s), s 5.2 34.2 4.0 8.6 11.3 5.3 3.9 6.4 6.7 7.4 4.9 5.2 Cycle Q Clear(g_c), s 5.2 34.2 4.0 8.6 11.3 5.3 3.9 6.4 6.7 7.4 4.9 5.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.57 1.00 0.49
Lane Grp Cap(c), veh/h 142 1601 714 195 2455 762 107 212 203 175 280 271 V/C Ratio(X) 0.78 0.93 0.17 0.93 0.42 0.22 0.78 0.65 0.68 0.89 0.40 0.42 Avail Cap(c_a), veh/h 299 1626 725 195 2455 762 112 780 744 175 842 815 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 39.4 23.0 14.6 38.5 15.1 13.5 40.4 36.7 36.8 38.9 33.1 33.2 Incr Delay (d2), s/veh 3.6 10.3 0.1 43.3 0.1 0.1 24.5 3.3 4.0 37.2 0.9 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 14.9 1.3 6.0 3.9 1.7 2.4 2.9 2.9 4.9 2.1 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 33.3 14.7 81.8 15.2 13.6 64.9 40.0 40.9 76.0 34.1 34.3 LnGrp LOS D C B F B B E D D E C C
Approach Vol, veh/h 1729 1375 360 382
Approach Delay, s/veh 32.6 23.8 46.1 51.2
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.0 15.6 14.0 44.4 9.7 18.9 11.4 47.0 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 8.4 37.6 9.4 39.2 5.4 40.6 14.4 34.2 Max Q Clear Time (g_c+I1), s 9.4 8.7 10.6 36.2 5.9 7.2 7.2 13.3 Green Ext Time (p_c), s 0.0 1.5 0.0 2.4 0.0 1.2 0.1 7.3 Intersection Summary
HCM 6th Ctrl Delay 32.6
HCM 6th LOS C

3.2-8
F.1.r
Packet Pg. 3404 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
APPENDIX 5.1:

EAP (2022) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS F.1.r
Packet Pg. 3405 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
This Page Intentionally Left Blank
F.1.r
Packet Pg. 3406 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
1: Frederick St. & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 124 556 79 88 1603 170 95 282 103 279 207 Future Volume (vph) 124 556 79 88 1603 170 95 282 103 279 207 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5216
Permitted Phases 4 8 6
Detector Phase 74438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 35.8 35.8 9.6 44.4 9.6 42.4 42.4 Total Split (s) 10.0 31.6 31.6 14.2 35.8 35.8 11.1 44.6 9.6 43.1 43.1 Total Split (%) 10.0% 31.6% 31.6% 14.2% 35.8% 35.8% 11.1% 44.6% 9.6% 43.1% 43.1% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Min Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 76.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Frederick St. & Alessandro Bl.

5.1-1
F.1.r
Packet Pg. 3407 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 1: Frederick St. & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 124 556 79 88 1603 170 95 282 35 103 279 207 Future Volume (veh/h) 124 556 79 88 1603 170 95 282 35 103 279 207 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 127 567 49 90 1636 141 97 288 27 105 285 152 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 141 1499 660 117 2084 634 214 542 50 220 593 263 Arrive On Green 0.08 0.42 0.42 0.06 0.40 0.40 0.06 0.16 0.16 0.06 0.16 0.16 Sat Flow, veh/h 1810 3610 1590 1810 5187 1578 3510 3334 310 3510 3610 1601 Grp Volume(v), veh/h 127 567 49 90 1636 141 97 155 160 105 285 152 Grp Sat Flow(s),veh/h/ln 1810 1805 1590 1810 1729 1578 1755 1805 1839 1755 1805 1601 Q Serve(g_s), s 4.8 7.5 1.3 3.4 19.1 4.1 1.8 5.4 5.5 2.0 5.0 6.1 Cycle Q Clear(g_c), s 4.8 7.5 1.3 3.4 19.1 4.1 1.8 5.4 5.5 2.0 5.0 6.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 1.00
Lane Grp Cap(c), veh/h 141 1499 660 117 2084 634 214 293 299 220 593 263 V/C Ratio(X) 0.90 0.38 0.07 0.77 0.79 0.22 0.45 0.53 0.54 0.48 0.48 0.58 Avail Cap(c_a), veh/h 141 1499 660 251 2250 685 330 1023 1042 254 1968 873 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 31.6 14.0 12.2 31.8 18.1 13.6 31.3 26.5 26.6 31.3 26.2 26.7 Incr Delay (d2), s/veh 45.9 0.2 0.0 4.0 1.8 0.2 0.6 1.5 1.5 0.6 0.6 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 3.7 2.6 0.4 1.5 6.6 1.3 0.7 2.3 2.4 0.8 2.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.5 14.2 12.2 35.9 19.9 13.8 31.9 28.0 28.1 31.9 26.8 28.7 LnGrp LOS E B B D B B CCCCCC
Approach Vol, veh/h 743 1867 412 542
Approach Delay, s/veh 24.9 20.2 28.9 28.3
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.9 16.6 9.1 34.5 8.8 16.8 10.0 33.6 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 5.0 39.2 9.6 25.8 6.5 37.7 5.4 30.0 Max Q Clear Time (g_c+I1), s 4.0 7.5 5.4 9.5 3.8 8.1 6.8 21.1 Green Ext Time (p_c), s 0.0 1.7 0.0 3.2 0.0 2.3 0.0 6.5 Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C

5.1-2
F.1.r
Packet Pg. 3408 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
2: Driveway 1 & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 687 14 0 1861 0 3
Future Vol, veh/h 687 14 0 1861 0 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 747 15 0 2023 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 381
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 531
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 531
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.8

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 531 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s) 11.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -

5.1-3
F.1.r
Packet Pg. 3409 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
3: Driveway 2 & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 666 23 0 1861 0 7
Future Vol, veh/h 666 23 0 1861 0 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 724 25 0 2023 0 8
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 375
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 536
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 536
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.8

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 536 - - -
HCM Lane V/C Ratio 0.014 - - -
HCM Control Delay (s) 11.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -

5.1-4
F.1.r
Packet Pg. 3410 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
4: Driveway 3 & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 665 9 0 1861 0 3
Future Vol, veh/h 665 9 0 1861 0 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 723 10 0 2023 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 367
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 542
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 542
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.7

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 542 - - -
HCM Lane V/C Ratio 0.006 - - -
HCM Control Delay (s) 11.7 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -

5.1-5
F.1.r
Packet Pg. 3411 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
5: Graham St. & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 46 547 75 97 1696 123 69 169 99 189 Future Volume (vph) 46 547 75 97 1696 123 69 169 99 189 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5216
Permitted Phases 4 8
Detector Phase 7443885216
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 30.8 30.8 9.6 40.4 9.6 42.4 Total Split (s) 11.0 30.3 30.3 11.5 30.8 30.8 10.0 42.0 11.2 43.2 Total Split (%) 11.6% 31.9% 31.9% 12.1% 32.4% 32.4% 10.5% 44.2% 11.8% 45.5% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Intersection Summary
Cycle Length: 95
Actuated Cycle Length: 69.2
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Graham St. & Alessandro Bl.

5.1-6
F.1.r
Packet Pg. 3412 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 5: Graham St. & Alessandro Bl. 09/22/2020
EAP (2022) - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 547 75 97 1696 123 69 169 16 99 189 95 Future Volume (veh/h) 46 547 75 97 1696 123 69 169 16 99 189 95 Initial Q (Qb), veh 000000000000
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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 49 582 80 103 1804 131 73 180 17 105 201 101 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 83 1321 589 133 2041 634 104 533 50 135 418 202 Arrive On Green 0.05 0.37 0.37 0.07 0.39 0.39 0.06 0.16 0.16 0.07 0.18 0.18 Sat Flow, veh/h 1810 3610 1610 1810 5187 1610 1810 3337 312 1810 2360 1140 Grp Volume(v), veh/h 49 582 80 103 1804 131 73 97 100 105 152 150 Grp Sat Flow(s),veh/h/ln 1810 1805 1610 1810 1729 1610 1810 1805 1844 1810 1805 1695 Q Serve(g_s), s 1.7 7.6 2.1 3.5 20.2 3.4 2.5 3.0 3.0 3.6 4.7 5.0 Cycle Q Clear(g_c), s 1.7 7.6 2.1 3.5 20.2 3.4 2.5 3.0 3.0 3.6 4.7 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.67
Lane Grp Cap(c), veh/h 83 1321 589 133 2041 634 104 289 295 135 320 300 V/C Ratio(X) 0.59 0.44 0.14 0.78 0.88 0.21 0.70 0.33 0.34 0.78 0.47 0.50 Avail Cap(c_a), veh/h 185 1414 631 200 2073 644 156 1056 1079 191 1091 1024 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 29.3 15.0 13.2 28.5 17.6 12.5 29.0 23.3 23.3 28.4 23.1 23.2 Incr Delay (d2), s/veh 2.5 0.2 0.1 4.9 4.9 0.2 3.2 0.7 0.7 7.4 1.1 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.6 0.6 1.5 7.4 1.0 1.1 1.2 1.3 1.7 1.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.8 15.2 13.3 33.4 22.5 12.7 32.2 24.0 24.0 35.8 24.2 24.5 LnGrp LOS C B B C C B CCCDCC
Approach Vol, veh/h 711 2038 270 407
Approach Delay, s/veh 16.2 22.5 26.2 27.3
Approach LOS B C C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.3 15.4 9.2 28.7 8.2 16.5 7.5 30.4 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 6.6 36.6 6.9 24.5 5.4 37.8 6.4 25.0 Max Q Clear Time (g_c+I1), s 5.6 5.0 5.5 9.6 4.5 7.0 3.7 22.2 Green Ext Time (p_c), s 0.0 1.0 0.0 3.3 0.0 1.7 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 22.0
HCM 6th LOS C

5.1-7
F.1.r
Packet Pg. 3413 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
1: Frederick St. & Alessandro Bl. 09/22/2020
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 233 1365 131 74 903 172 77 339 275 312 123 Future Volume (vph) 233 1365 131 74 903 172 77 339 275 312 123 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5216
Permitted Phases 4 8 6
Detector Phase 74438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 35.8 35.8 9.6 44.4 9.6 42.4 42.4 Total Split (s) 24.7 50.6 50.6 10.2 36.1 36.1 11.1 44.4 14.8 48.1 48.1 Total Split (%) 20.6% 42.2% 42.2% 8.5% 30.1% 30.1% 9.3% 37.0% 12.3% 40.1% 40.1% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Min Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 101.2
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Frederick St. & Alessandro Bl.

5.1-8
F.1.r
Packet Pg. 3414 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 1: Frederick St. & Alessandro Bl. 09/22/2020
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 233 1365 131 74 903 172 77 339 66 275 312 123 Future Volume (veh/h) 233 1365 131 74 903 172 77 339 66 275 312 123 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 248 1452 123 79 961 92 82 361 52 293 332 52 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 283 1612 717 102 1796 550 163 573 82 361 858 381 Arrive On Green 0.16 0.45 0.45 0.06 0.35 0.35 0.05 0.18 0.18 0.10 0.24 0.24 Sat Flow, veh/h 1810 3610 1607 1810 5187 1588 3510 3161 451 3510 3610 1602 Grp Volume(v), veh/h 248 1452 123 79 961 92 82 205 208 293 332 52 Grp Sat Flow(s),veh/h/ln 1810 1805 1607 1810 1729 1588 1755 1805 1807 1755 1805 1602 Q Serve(g_s), s 12.8 35.6 4.4 4.1 14.2 3.8 2.2 10.0 10.2 7.8 7.4 2.4 Cycle Q Clear(g_c), s 12.8 35.6 4.4 4.1 14.2 3.8 2.2 10.0 10.2 7.8 7.4 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 1.00
Lane Grp Cap(c), veh/h 283 1612 717 102 1796 550 163 327 327 361 858 381 V/C Ratio(X) 0.88 0.90 0.17 0.78 0.54 0.17 0.50 0.63 0.64 0.81 0.39 0.14 Avail Cap(c_a), veh/h 380 1691 753 106 1796 550 239 736 737 374 1612 715 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.4 24.5 15.9 44.5 25.1 21.7 44.5 36.2 36.2 42.0 30.6 28.7 Incr Delay (d2), s/veh 13.1 6.8 0.1 26.1 0.3 0.1 0.9 2.0 2.1 11.4 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 15.1 1.5 2.5 5.5 1.4 0.9 4.4 4.5 3.8 3.1 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.5 31.3 16.0 70.6 25.4 21.8 45.4 38.1 38.3 53.3 30.9 28.9 LnGrp LOS D C B E CCDDDDCC
Approach Vol, veh/h 1823 1132 495 677
Approach Delay, s/veh 33.2 28.3 39.4 40.4
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.4 22.7 10.0 48.5 9.0 28.1 19.6 38.9 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 10.2 39.0 5.6 44.8 6.5 42.7 20.1 30.3 Max Q Clear Time (g_c+I1), s 9.8 12.2 6.1 37.6 4.2 9.4 14.8 16.2 Green Ext Time (p_c), s 0.0 2.3 0.0 5.1 0.0 2.3 0.2 5.5 Intersection Summary
HCM 6th Ctrl Delay 33.8
HCM 6th LOS C

5.1-9
F.1.r
Packet Pg. 3415 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
2: Driveway 1 & Alessandro Bl. 09/22/2020
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1704 4 0 1150 0 9
Future Vol, veh/h 1704 4 0 1150 0 9
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1852 4 0 1250 0 10
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 928
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 235
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 235
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 21

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 235 - - -
HCM Lane V/C Ratio 0.042 - - -
HCM Control Delay (s) 21 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.1 - - -

5.1-10
F.1.r
Packet Pg. 3416 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
3: Driveway 2 & Alessandro Bl. 09/22/2020
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1704 9 0 1150 0 24
Future Vol, veh/h 1704 9 0 1150 0 24
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1852 10 0 1250 0 26
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 931
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 234
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 234
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 22.3

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 234 - - -
HCM Lane V/C Ratio 0.111 - - -
HCM Control Delay (s) 22.3 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.4 - - -

5.1-11
F.1.r
Packet Pg. 3417 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th TWSC Alessandro Warehouse (JN 13276)
4: Driveway 3 & Alessandro Bl. 09/22/2020
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1725 3 0 1150 0 15
Future Vol, veh/h 1725 3 0 1150 0 15
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1875 3 0 1250 0 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 939
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 7.1
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.9
Pot Cap-1 Maneuver - - 0 - 0 231
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 231
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 21.8

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 231 - - -
HCM Lane V/C Ratio 0.071 - - -
HCM Control Delay (s) 21.8 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 0.2 - - -

5.1-12
F.1.r
Packet Pg. 3418 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Timings Alessandro Warehouse (JN 13276)
5: Graham St. & Alessandro Bl. 01/07/2021
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 118 1468 153 176 1005 165 81 193 152 168 Future Volume (vph) 118 1468 153 176 1005 165 81 193 152 168 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5216
Permitted Phases 4 8
Detector Phase 7443885216
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 29.8 29.8 9.6 30.8 30.8 9.6 40.4 9.6 42.4 Total Split (s) 20.0 48.0 48.0 12.0 40.0 40.0 11.1 41.0 14.0 43.9 Total Split (%) 17.4% 41.7% 41.7% 10.4% 34.8% 34.8% 9.7% 35.7% 12.2% 38.2% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.4 3.6 4.4 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.4 4.6 5.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min None Min Intersection Summary
Cycle Length: 115
Actuated Cycle Length: 95.3
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Graham St. & Alessandro Bl.

5.1-13
F.1.r
Packet Pg. 3419 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) HCM 6th Signalized Intersection Summary Alessandro Warehouse (JN 13276) 5: Graham St. & Alessandro Bl. 01/07/2021
EAP (2022) - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 118 1468 153 176 1005 165 81 193 77 152 168 56 Future Volume (veh/h) 118 1468 153 176 1005 165 81 193 77 152 168 56 Initial Q (Qb), veh 000000000000
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 1900 1976 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 126 1562 163 187 1069 176 86 205 82 162 179 60 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 159 1794 731 153 2339 726 111 307 119 194 447 145 Arrive On Green 0.09 0.45 0.45 0.08 0.45 0.45 0.06 0.12 0.12 0.11 0.17 0.17 Sat Flow, veh/h 1810 3952 1610 1810 5187 1610 1810 2544 984 1810 2679 870 Grp Volume(v), veh/h 126 1562 163 187 1069 176 86 143 144 162 119 120 Grp Sat Flow(s),veh/h/ln 1810 1976 1610 1810 1729 1610 1810 1805 1723 1810 1805 1743 Q Serve(g_s), s 6.0 31.2 5.4 7.4 12.5 5.9 4.1 6.6 7.0 7.7 5.1 5.4 Cycle Q Clear(g_c), s 6.0 31.2 5.4 7.4 12.5 5.9 4.1 6.6 7.0 7.7 5.1 5.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.57 1.00 0.50
Lane Grp Cap(c), veh/h 159 1794 731 153 2339 726 111 218 208 194 301 291 V/C Ratio(X) 0.79 0.87 0.22 1.22 0.46 0.24 0.78 0.66 0.69 0.83 0.39 0.41 Avail Cap(c_a), veh/h 319 1907 777 153 2339 726 134 735 701 194 795 767 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 39.1 21.6 14.5 40.0 16.6 14.8 40.5 36.7 36.9 38.3 32.5 32.6 Incr Delay (d2), s/veh 3.4 4.5 0.2 144.4 0.1 0.2 16.5 3.4 4.1 24.2 0.8 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 13.6 1.8 9.3 4.4 2.0 2.3 3.0 3.1 4.6 2.2 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.5 26.0 14.7 184.4 16.7 15.0 56.9 40.1 41.0 62.4 33.3 33.5 LnGrp LOS D C B F B B E D D E C C
Approach Vol, veh/h 1851 1432 373 401
Approach Delay, s/veh 26.2 38.4 44.3 45.1
Approach LOS CDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.0 15.9 12.0 45.5 9.9 20.0 12.3 45.2 Change Period (Y+Rc), s 4.6 5.4 4.6 5.8 4.6 5.4 4.6 5.8 Max Green Setting (Gmax), s 9.4 35.6 7.4 42.2 6.5 38.5 15.4 34.2 Max Q Clear Time (g_c+I1), s 9.7 9.0 9.4 33.2 6.1 7.4 8.0 14.5 Green Ext Time (p_c), s 0.0 1.6 0.0 6.5 0.0 1.3 0.1 7.5 Intersection Summary
HCM 6th Ctrl Delay 34.0
HCM 6th LOS C

5.1-14
F.1.r
Packet Pg. 3420 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
APPENDIX 5.2:

EAP (2022) CONDITIONS QUEUING ANALYSIS WORKSHEETS
F.1.r
Packet Pg. 3421 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Alessandro Warehouse Traffic Analysis
13276-03 TA Report
This Page Intentionally Left Blank
F.1.r
Packet Pg. 3422 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Queuing and Blocking Report
EAP (2022) - AM Peak Hour 01/07/2021
Alessandro Warehouse (JN 13276) SimTraffic Report
Urban Crossroads, Inc. Page 1
Intersection: 5: Graham St. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L T T T R L T TR
Maximum Queue (ft) 94 190 197 63 289 440 381 340 54 106 109 51 Average Queue (ft) 34 100 116 29 88 250 229 192 29 47 52 17 95th Queue (ft) 75 178 196 55 214 374 346 307 52 94 94 41 Link Distance (ft) 649 649 649 1270 1270 1270 1270 663 663 Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 210 185
Storage Blk Time (%) 2 17
Queuing Penalty (veh) 1 16
Intersection: 5: Graham St. & Alessandro Bl.

Movement SB SB SB
Directions Served L T TR
Maximum Queue (ft) 134 117 104
Average Queue (ft) 59 49 42
95th Queue (ft) 111 92 86
Link Distance (ft) 739 739
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180
Storage Blk Time (%)
Queuing Penalty (veh)

5.2-1
F.1.r
Packet Pg. 3423 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Queuing and Blocking Report
EAP (2022) - PM Peak Hour 01/07/2021
Alessandro Warehouse (JN 13276) SimTraffic Report
Urban Crossroads, Inc. Page 1
Intersection: 5: Graham St. & Alessandro Bl.

Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L T T T R L T TR
Maximum Queue (ft) 235 596 607 72 290 1101 1058 710 62 126 146 138 Average Queue (ft) 125 368 376 34 285 743 689 215 34 56 67 51 95th Queue (ft) 247 579 586 63 317 1239 1205 616 58 105 121 108 Link Distance (ft) 649 649 649 1270 1270 1270 1270 659 659 Upstream Blk Time (%) 0 0 5 0
Queuing Penalty (veh) 1 1 0 0
Storage Bay Dist (ft) 150 210 185
Storage Blk Time (%) 0 35 95 0 0
Queuing Penalty (veh) 3 41 320 0 0
Intersection: 5: Graham St. & Alessandro Bl.

Movement SB SB SB
Directions Served L T TR
Maximum Queue (ft) 224 180 115
Average Queue (ft) 108 68 42
95th Queue (ft) 192 138 88
Link Distance (ft) 739 739
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 180
Storage Blk Time (%) 4 0
Queuing Penalty (veh) 3 0

5.2-2
F.1.r
Packet Pg. 3424 Attachment: Appendix K1-Traffic Impact Analysis (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 13276-09 VMT
June 15, 2021
Ms. Deirdre McCollister
MIG, Inc.
1500 Iowa Avenue, Suite 110
Riverside, California 92507
SUBJECT: ALESSANDRO WAREHOUSE VEHICLE MILES TRAVELLED (VMT) ANALYSIS Dear Ms. Deirdre McCollister:

The following Vehicle Miles Travelled (VMT) Analysis has been prepared for the proposed Alessandro Warehouse (Project), which is located south of Alessandro Boulevard on either side of Chagall Court in the City of Moreno Valley.

PROJECT OVERVIEW
The Project is proposed to consist of up to 396,488 square feet (sf) of warehouse use. Trips generated by the Project’s proposed land uses have been estimated based on trip generation rates collected by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, 2017. (1) The proposed Project is anticipated to generate a total of 742 vehicle trip-ends per day (expressed in actual vehicles). (2) The site is currently designated as Commercial in the City’s General Plan, which would require a land use and zoning change to Light Industrial use.

BACKGROUND
Changes to California Environmental Quality Act (CEQA) Guidelines were adopted in December 2018, which requires all lead agencies to adopt VMT as a replacement for automobile delay-based level of service (LOS) as the new measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory). (3) Based on OPR’s Technical Advisory, the City of Moreno Valley has prepared their Transportation Impact Analysis Preparation Guide for Vehicle Miles Traveled and Lovel of Service Assessment (City Guidelines). (4) This analysis has been prepared based on the City Guidelines.

PROJECT SCREENING
Consistent with City Guidelines, projects that meet certain screening criteria based on their location and project type may be presumed to result in a less than significant transportation impact. Consistent with F.1.s
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the screening criteria recommended in City Guidelines, the City of Moreno Valley will utilize the following project screening thresholds that may be applicable to the Project:
• Transit Priority Area (TPA) Screening
• Low VMT Area Screening
• Project Type Screening
A land use project need only meet one of the above screening criteria to result in a less than significant impact.

TPA SCREENING
Consistent with guidance identified in the City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop”1 or an existing stop along a “high-quality transit corridor”2) may be presumed to have a less than significant impact absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking); • Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency, with input from the Metropolitan Planning Organization); or • Replaces affordable residential units with a smaller number of moderate- or high-income residential units.

The Project is not located within ½ mile of an existing major transit stop, or along a high-quality transit corridor.

The TPA screening threshold is not met.

LOW VMT AREA SCREENING
The City Guidelines also states that, “residential and office projects located within a low VMT-generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary.

In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area.”3 1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”). 2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed route bus service with service intervals no longer than 15 minutes during peak commute hours.”). 3 City Guidelines; page 23.

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Based on the Screening Tool results provided in Attachment A, the Project is located within a low VMT generating zone. The Project resides within TAZ 3712 and was shown to generate 10.64 VMT per worker whereas the City’s impact threshold is 11.01 VMT per worker. As stated previously, the site is currently designated as Commercial in the City’s General Plan, which would require a land use/zoning change to Light Industrial use. After further research into the TAZ, the socioeconomic area for TAZ 3712 consists primarily of retail employment and not industrial use.

The Low VMT Area screening threshold is not met.

PROJECT TYPE SCREENING
The City Guidelines identify that local serving retail with buildings less than 50,000 square feet or other local serving essential services (e.g., day care centers, public schools, medical/dental office buildings, etc.) are presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, small projects anticipated to generate low traffic volumes and by association low greenhouse gas (GHG) emissions are also assumed to cause a less than significant impact. The City’s small project threshold of 285,700 square feet of high cube transload and short-term storage warehouse land use would be exceeded by the proposed Project’s total building square footage.

The Project Type screening threshold is not met.

PROJECT GENERATED VMT
Projects that do not meet one or more of the above described VMT screening criteria should prepare a project level VMT analysis. RIVTAM is a useful tool to estimate VMT as it considers interaction between different land uses based on socio-economic data such as population, households, and employment.

RIVTAM is a travel forecasting model that represents a sub-area (Riverside County) of the Southern California Association of Governments (SCAG) regional traffic model. RIVTAM was designed to provide a greater level of detail and sensitivity in the Riverside County area as compared to the regional SCAG model. City Guidelines identifies RIVTAM as the appropriate tool for conducting VMT modeling for land use projects within the County of Riverside.

Project generated VMT has been calculated using the most current version of RIVTAM. Adjustments in socio-economic data (SED) (i.e., employment) for the Project have been made to a separate TAZ within the model to reflect the Project’s industrial warehouse land use. A separate TAZ has been utilized to isolate vehicle trips to/from the Project. Table 1 summarizes the employment factors and employment estimates for the Project. As shown, the Project is estimated to generate 385 employees.

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TABLE 1: EMPLOYMENT DENSITY FACTORS
Project
Building Square Footage 396,488
Employment Density Factor4 1 employee/1,030 SF
Employment 385
Adjustments to employment for the Project’s TAZ were made to both the base year model (2012) and the cumulative year model (2040). The base year model and cumulative year model were both run inclusive of the Project’s employment. Project-generated home-based work VMT was then calculated following the VMT calculation procedures identified in Exhibit C of the City Guidelines and includes home-based work trips that are both internal and external to the RIVTAM model boundaries. The homebased work VMT value is then normalized by dividing by the number of Project employees. Finally, the base year and cumulative VMT results were interpolated to derive the existing VMT. As shown in Table 2, the existing (2020) Project generated VMT per employee is 12.35.

TABLE 2: PROJECT VMT PER EMPLOYEE
Base Year (2012) Cumulative (2040) Existing (2020)
Home-based Work VMT 4,754 5,234 4,891
Employment 385 385 385
VMT per Employee 12.35 13.59 12.71
Western Riverside Council of Governments (WRCOG) publishes VMT data for each of its member agencies as derived from the RIVTAM model for both the base year (2012) model and the cumulative year (2040) model. Urban Crossroads has obtained these published results and similar to the project generated VMT calculation used linear interpolation to determine the City’s existing (2020) VMT per employee.

The adopted City Guidelines state that the City of Moreno Valley has selected a threshold based on the existing VMT performance in the City. More specifically, the City Guidelines state that a project would have a significant VMT impact if, in the Existing Plus Project scenario, its net VMT per capita (for residential projects) or per employee (for office and industrial projects) exceeds the per capita VMT for Moreno Valley. For all other uses, a net increase in VMT would be considered a significant impact.5 Table 3 illustrates a comparison between the baseline (2020) project generated VMT per employee to the existing (2020) City of Moreno Valley VMT per employee. As shown, project generated VMT per employee would be 11.69 percent above the existing City of Moreno Valley VMT per employee. As such, the Project’s impact based on project generated VMT is potentially significant. 4 Employee Density Factor was obtained from the County of Riverside General Plan Appendix E-2: Socioeconomic Build-Out Assumptions and Methodology (see Table E-5, Commercial Employment Factors, Page 3). 5 City Guidelines; page 26.

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TABLE 3: PROJECT VMT PER EMPLOYEE COMPARISON
Existing (2020)
City of Moreno Valley
Baseline (2020)
Project
VMT per employee 11.38 12.71
Percent Change +11.69%
Potential Impact? Yes
PROJECT’S CUMULATIVE IMPACT ON VMT
The General Plan land use designations and zoning for the Project site are Commercial. The proposed Project results in jobs within the total number of jobs projected by the current Southern California Association of Governments (SCAG) Regional Transportation Plan and Sustainable Communities Strategy (RTP/SCS). However, the proposed Project is not consistent with the underlying employment assumptions upon which the current RTP/SCS was based. The adopted City Guidelines state that “if it is not consistent with the RTP/SCS, then it would have a significant VMT impact if for office and industrial projects its net VMT per employee exceeds the average VMT per employee for Moreno Valley in the RTP/SCS horizon year.” 6
As presented in Table 4, the cumulative VMT per employee within the City of Moreno Valley does increase under the plus project condition. As such, the Project’s contribution to cumulative impacts for VMT is considered potentially significant.

TABLE 4: CUMULATIVE VMT PER EMPLOYEE
Moreno Valley Project
VMT 5,234
Employee 385
VMT per Employee 12.317 13.59
Change in VMT +1.28
Percent Change +10.40%
Potential Impact? Yes

POTENTIAL VMT REDUCTION MEASURES
Transportation demand management (TDM) strategies have been evaluated for reducing VMT impacts determined to be potentially significant. The effectiveness of TDM strategies to reduce VMT has been 6 City Guidelines; page 26. 7 Obtained from WRCOG
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determined based on the SB 743 Implementation TDM Strategy Assessment (November 11, 2019 Fehr & Peers) (WRCOG Report) prepared for WRCOG and the Quantifying Greenhouse Gas Mitigation Measures (CAPCOA, 2010). The WRCOG Report indicates that of the 50 transportation measures presented by CAPCOA, only 41 are applicable at a building and site level. The remaining 9 measures are functions of, or depend on, site location and/or actions by local and regional agencies or funders.

The WRCOG Report goes on to provide a review of the 41 transportation measures identified by CAPCOA and determines that for areas within the WRCOG region only 7 of those measures may be effective at an individual project level. Evaluation of potentially applicable TDM strategies in the context of the proposed Project is summarized below.
• Measure 1: Increase Diversity of Land Uses (LUT-3). Having different types of land uses near one another can decrease VMT since trips between land use types are shorter and may be accommodated by non-auto modes of transportation. For example, when residential areas are in the same neighborhood as retail and office buildings, a resident does not need to travel outside of the neighborhood to meet his/her trip needs.

Remarks: The Project consists of the development of warehouse use with a combined building area of approximately 396,488 sf. In order for the above measure to apply, at least three of the following will be located within ¼ mile of the Project: Residential Development, Retail Development, Park, Open Space, or Office (or institutional uses). There is residential, retail, and office/institutional developments located off-site within ¼ mile of the Project. As noted by CAPCOA (Quantifying Greenhouse Gas Mitigation Measures, p. 162), the diversity of uses within close proximity of the Project can result in a VMT reduction between 9.0 and

30.0%. As the proposed Project does not include a mix of land uses within the development site, but is instead located within a sphere of influence to high density residential, retail, and office/institutional uses (i.e., walking distance), this particular TDM measure may be evaluated further as a means of providing a reduction in Project VMT. It should be noted that RIVTAM is a sub-regional travel demand model and is not designed to accurately capture all potential project-level interactions with local land uses and alternative transportation modes (i.e., walking and biking). Based on a review of the land uses withing ¼ mile of the Project (walking distance), there is single family and multi-family residential, local serving retail, and other employment uses.

As noted by CAPCOA, the proximity of these complementary land uses helps to further reduce VMT. Based on the calculations conducted for the ¼-mile area around the Project site (see Attachment B), the VMT reduction is estimated to be 37% or up to a maximum of 30%. As such, the diverse mix of land uses has the potential to reduce VMT by as much as 30%.
• Measure 2: Provide Pedestrian Network Improvements (SDT-1). Providing a pedestrian access network to link areas of the Project site encourages people to walk instead of drive assuming that desirable destinations are within walking distance of the Project. This mode shift results in people driving less and a reduction in VMT.

Remarks: Limited pedestrian access exists along the Project’s frontage. The Project’s implementation of this measure through the construction of on-site connections to the existing sidewalks off-site could provide for a nominal reduction in Project VMT. As noted by CAPCOA (Quantifying Greenhouse Gas Mitigation Measures, p. 187), the provision of sidewalks on-site that connect to off-site pedestrian walkways linking to other complementary land uses within a suburban center context can result in a VMT reduction between 0 and

2.0%. Given the complementary land uses within walking distance of the Project site, this particular TDM measure may be evaluated further as a means of providing a reduction in Project VMT. As the Project is to F.1.s
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provide pedestrian accommodations along the Project’s frontage, the improvement is estimated to provide a 1% VMT reduction. Supporting calculations are provided in Attachment B. • Measure 3: Provide Traffic Calming Measure (SDT-2). Providing traffic calming measures encourages people to walk or bike instead of using a vehicle. This mode shift will result in a decrease in VMT. Traffic calming features may include: marked crosswalks, count-down signal timers, curb extensions, speed tables, raised crosswalks, raised intersections, median islands, tight corner radii, roundabouts or mini-circles, on-street parking, planter strips with street trees, chicanes/chokers, and others.

Remarks: There is limited opportunity for the Project to implement meaningful enhanced traffic calming measures in the area that would encourage a shift in travel mode to walking or biking. This measure is therefore not evaluated further as means of providing a reduction in Project VMT. • Measure 4: Implement Car-Sharing Program (TRT-9). Implementing a car-sharing program would allow individuals to have on-demand access to a shared fleet of vehicles on an as-needed basis. User costs are typically determined through mileage or hourly rates, with deposits and/or annual membership fees.

Remarks: This particular TDM measure would be solely dependent on a future building tenant and may be considered as infeasible due to lack of available service providers in the area. For these reasons, the measure is not evaluated further as means of providing a reduction in Project VMT. • Measure 5: Implement Transit Access Improvements (TST-2). This measure improves access to transit facilities through sidewalk/crosswalk safety enhancements and bus shelter improvements.

Remarks: The Riverside Transit Agency (RTA), a public transit agency serving various jurisdictions within Riverside County currently provides service in the area. RTA Routes 11 and 20 directly serves the study area with existing nearby bus stops located east of the intersection of Fredrick Street at Alessandro Boulevard and another located just east of the Graham Street at Alessandro Boulevard intersection. Although providing improved pedestrian access to these existing bus stops will help to increase usage by future Project employees, CAPCOA does not identify specific VMT reduction percentages based on this measure alone. As such, no additional VMT reduction amount is taken.
• Measure 6: Encourage Telecommuting and Alternative Work Schedule (TRT-6). Encouraging telecommuting and alternative work schedules reduces the number of commute trips and therefore VMT traveled by employees. Alternative work schedules could take the form of staggered starting times, flexible schedules, or compressed work weeks.

Remarks: The effectiveness of this measure is dependent on the ultimate building tenant(s) which are unknown currently. As such, this measure is therefore not evaluated further as means of providing a reduction in Project VMT.
• Measure 7: Provide Ride-Sharing Programs (TRT-3). This strategy focuses on encouraging carpooling and vanpooling but its ultimate implementation is limited as Measure 6 above.

Remarks: The effectiveness of this measure is dependent on the ultimate building tenant(s) which are unknown currently. As such, this measure is therefore not evaluated further as means of providing a reduction in Project VMT.

In total, the combined VMT reduction may be 31% between Mitigation Measures 1 and 2. As noted by CAPCOA, the maximum cross-category reduction for any combination of land use, neighborhood enhancements, parking and transit strategies for projects located within a suburban center context is F.1.s
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15.0%.8 The suburban center serves the population of the suburb with office, retail and housing which is denser than the surrounding suburb. Table 5 provides justification for the suburban center classification:

TABLE 5: SUBURBAN CENTER CLASSIFICATION
Characteristic Justification
Ratio or relationship
between jobs and
housing
The area includes multiple land uses which serves the population with office, retail, and housing.

The suburban setting has a characteristic of having a poor job-to-housing ratio whereas the suburban center is classified as having a balanced ratio. CAPCOA defines a balanced job-topopulation ratio as a ratio ranging from 0.9 to 1.2. In the RivTAM base model, it is estimated that the housing within 1 to 1 ½ miles is 3,893, the population within 1 to 1 ½ miles is 15,740, and the employment within 1 to 1 ½ miles is 14,426. The resulting job-to-housing ratio is 0.92.

This would suggest that the ratio between jobs and housing are balanced and the location setting is a suburban center. Suburban settings have a poor job-to-housing ratio.

Transit availability
The City of Moreno Valley and nearby jurisdiction of City of Riverside operate in a typical grid street pattern. A commuter rail station exists within two miles to the west (i.e., Moreno Valley/March Field Metrolink Station) and the existing RTA Route 20 includes a direct route/bus stops from the study area to the Metrolink Station. The bus stop is located along Alessandro Boulevard 400 feet west of the Project frontage. Suburban settings have no immediate access to commuter rail stations.

Therefore, for the purposes of this evaluation, the VMT reduction strategies described previously (i.e., Measures 1 and 2) would combine for a maximum VMT reduction of 15.0%.

CONCLUSION
Project generated VMT per employee was found to exceed citywide baseline VMT per employee threshold by 11.69% and citywide cumulative VMT per employee threshold by 10.40%. With implementation of the aforementioned TDM measures (Measures 1 and 2), a maximum reduction in VMT of 15.0% could be achieved, which would reduce the Project’s impact to less than significant.

If you have any questions, please contact me directly at [email protected].

Respectfully submitted,
URBAN CROSSROADS, INC.

Aric Evatt, PTP Robert Vu, PE
President Transportation Engineer
8 Quantifying Greenhouse Gas Mitigation Measures (CAPCOA, 2010); Page 58 F.1.s
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REFERENCES

1. Institute of Transportation Engineers. Trip Generation Manual. 10th Edition. 2017.

2. Urban Crossroads, Inc. Alessandro Warehouse. City of Moreno Valley : s.n., September 2020.

3. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA.

State of California : s.n., December 2018.

4. City of Moreno Valley. Transportation Impact Analysis Preparation Guide for Vehicle Miles Traveled and Lovel of Service Assessment. City of Moreno Valley : s.n., June 2020.

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ATTACHMENT A

MAP-BASED VMT

SCREENINGRESULTS
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ATTACHMENT B

VMT REDUCTION MEASURES
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Mitigation Method 1: Increase Diversity of Land Uses (LUT-3) Calculations EXHIBIT A: LAND USE AREA MAP
Land Use Area Ratio
Single Family Residential 2,866,522 0.26
Multifamily Residential 876,712 0.08
Commercial 772,444 0.07
Industrial 5,269,701 0.48
Institutional/Office 1,141,629 0.10
Park 0 0
Total 10,927,007 1.00
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Mitigation Method 1 Calculation for the Project (based Exhibit A: Land Use Area Map):
a1 = single family residential = 0.26
a2 = multifamily residential = 0.08
a3 = commercial = 0.07
a4 = industrial = 0.48
a5 = institutional/office = 0.10
a6 = park = 0.01
Land Use Index = -[0.26*ln(0.26) + 0.08*ln(0.08) + 0.07*ln(0.07) + 0.48*ln(0.48) + 0.10*ln(0.10) +

0.01*ln(0.01)] / ln(6) = 0.76
Low Range % VMT Reduction = (0.76 – 0.15)/0.15 *0.09 = 37% F.1.s
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Mitigation Method 2: Provide Pedestrian Network Improvements (SDT-1) Mitigation Method Calculation for the Project:

The proposed Project is responsible for constructing Alessandro Boulevard at its ultimate half-section width. The site-adjacent improvement includes constructing pedestrian facilities along the Project’s frontage. As such, the VMT reduction is estimated to be 1%.

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Packet Pg. 3439 Attachment: Appendix K2-VMT Assessment Compressed (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Exhibit B

NOTICE OF INTENT TO ADOPT A MITIGATED NEGATIVE DECLARATION /

NEWSPAPER NOTICE
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Packet Pg. 3440 Attachment: Exhibit B to Resolution Initial Study MND-Hearing Newspaper notice [Revision 1] (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CITY OF MORENO VALLEY

CITY COUNCIL

NOTICE OF PUBLIC HEARING AND

ENVIRONMENTAL NOTICE TO ADOPT A MITIGATED NEGATIVE DECLARATION NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the City Council of the City of Moreno Valley on the date and time set forth below:

Project: General Plan Amendment (PEN20-0118);
Change of Zone (PEN20-0119);
Tentative Parcel Map 37944 (PEN20-0120); and
Plot Plans (PEN20-0121) and (PEN20-0124)
Applicant: CDRE Holdings 17 LLC
Property Owner: Moreno Valley Centerpointe LLC
APN: 297-170-002 and 297-170-003
Location: Alessandro Boulevard east of Frederick Street, west of Graham Street Proposal: Applicant is requesting approval of the following entitlements for the Compass Danbe Centerpointe project: 1) a General Plan Amendment (GPA) amending the City’s General Plan from Commercial to Business Park, 2); a Change of Zone from Community Commercial District (CC) to Light Industrial District (LI); 3) a Plot Plan for an approximately 290,726 square foot light industrial building; and 4) a Plot Plan for an approximately 98,877 square foot light industrial warehouse building located on a

17.67-acre site.

Council District: 1
Environmental Determination: The project has been evaluated against the criteria set forth in the California Environmental Quality Act (CEQA) and CEQA Guidelines and staff has determined that a Mitigated Negative Declaration is the appropriate environmental document for the proposed project.

The Draft Initial Study/Mitigated Negative Declaration was circulated for public review by responsible and trustee agencies and other interested parties for a review period commencing July 26, 2021, through August 25, 2021. The documents can be obtained in electronic format via email by request. The final document may be inspected by appointment at the Community Development Department at 14177 Frederick Street, Moreno Valley, California by calling (951) 413-3206 during normal business hours (7:30 a.m. to 5:30 p.m., Monday through Thursday, 7:30a.m. to 4:30p.m. Friday).

PUBLIC TESTIMONY: All interested parties will be provided an opportunity to submit oral testimony during the Public Hearing and/or provide written testimony during or prior to the Public Hearing. The application file and related environmental documents may be inspected at the Community Development Department at 14177 Frederick Street, Moreno Valley, California by calling (951) 413-3206 during normal business hours (7:30 a.m. to 5:30 p.m., Monday through Thursday, and 7:30 a.m. to 4:30 p.m., Friday).

PLEASE NOTE: The City Council may consider and approve changes to the proposed items under consideration during the Public Hearing.

GOVERNMENT CODE § 65009 NOTICE: If you challenge any of the proposed actions taken by the City Council in court, you may be limited to raising only those issues you or someone else raised during the Public Hearing described in this notice, or in written correspondence delivered to the Planning Division of the City of Moreno Valley during or prior to the Public Hearing.

ACCESSIBILITY: Upon request and in compliance with the Americans with Disabilities Act of 1990, any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to James Verdugo, ADA Coordinator, at (951) 413-3350 at least 48 hours before the meeting. The 48-hour notification will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

Date and Time: October 5, 2021 6:00 p.m.

Location: City Hall Council Chamber
14177 Frederick Street, Moreno Valley, CA 92553
Planner: Julia Descoteaux, Associate Planner
Contact: (951) 413-3209 or [email protected]
Press-Enterprise September 24, 2021
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Packet Pg. 3441 Attachment: Exhibit B to Resolution Initial Study MND-Hearing Newspaper notice [Revision 1] (5554 : PEN20-0118-0119, PEN20-0122 and PEN Patty Nevins Newspaper Date of Publication
Planning Official, Community Development Department
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Packet Pg. 3442 Attachment: Exhibit B to Resolution Initial Study MND-Hearing Newspaper notice [Revision 1] (5554 : PEN20-0118-0119, PEN20-0122 and PEN Exhibit C

MITIGATION MONITORING AND REPORTING PROGRAM
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Packet Pg. 3443 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Mitigation Monitoring and Report Program (MMRP)
Compass Danbe Centerpointe Project
Moreno Valley, California
Lead Agency
City of Moreno Valley
14177 Frederick Street
Moreno Valley, CA 92552
Applicant
CDRE Holdings 17, LLC
523 Main Street
El Segundo, CA 90245
CEQA Consultant
T&B Planning, Inc.
3200 El Camino Real, Suite 100
Irvine, CA 92602
Lead Agency Discretionary Permits
General Plan Amendment (PEN20-0118)
Change of Zone (PEN20-0119)
Tentative Parcel Map No. 37944 (PEN20-0120)
Plot Plan (PEN20-0121 & PEN20-0124)
July 2021
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Packet Pg. 3444 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
Biological Resources
Thresholds a & d: There
is potential for the Project
to impact special-status
wildlife species, including
protected nesting and
migratory birds.

MM BR-1: Within 30 days prior to
grading, a qualified biologist shall
conduct a survey of suitable habitat
on site and make a determination
regarding the presence or absence
of the burrowing owl. The
determination shall be documented
in a report and shall be submitted,
reviewed, and accepted by the City
of Moreno Valley prior to the
issuance of a grading permit and
subject to the following provisions:
a) In the event that the preconstruction survey identifies no burrowing owls on the property a
grading permit may be issued without
restriction.
b) In the event that the preconstruction survey identifies the presence of at least one individual but
less than three (3) mating pairs of
burrowing owl, then prior to the
issuance of a grading permit and prior
to the commencement of grounddisturbing activities on the property, the qualified biologist shall passively
or actively relocate any burrowing
owls. Passive relocation, including
the required use of one-way doors to
exclude owls from the site and the
collapsing of burrows, will occur if the
biologist determines that the
proximity and availability of alternate
habitat is suitable for successful
passive relocation. Passive
Project Biologist City of Moreno
Valley Planning
Division and
Building and
Safety Division
Within 30 days
prior to initiating
vegetation
clearing or ground
disturbance
Less than
significant with
mitigation
incorporated
F.1.u
Packet Pg. 3445 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
relocation shall follow CDFW
relocation protocol and shall only
occur between September 15 and
February 1. If proximate alternate
habitat is not present as determined
by the biologist, active relocation
shall follow CDFW relocation
protocol. The biologist shall confirm
in writing that the species has fledged
the site or been relocated prior to the
issuance of a grading permit.
c) In the event that the preconstruction survey identifies the presence of three (3) or more mating
pairs of burrowing owl, the
requirements of MSCHP SpeciesSpecific Conservation Objectives 5 for the burrowing owl shall be
followed. Objective 5 states that if the
site (including adjacent areas)
supports three (3) or more pairs of
burrowing owls and supports greater
than 35 acres of suitable habitat, at
least 90 percent of the area with longterm conservation value and burrowing owl pairs will be conserved
onsite until it is demonstrated that
Objectives 1-4 have been met. A
grading permit shall be issued, either:
i) Upon approval and
implementation of a property-specific
Determination of Biologically
Superior Preservation (DBESP)
report for the burrowing owl by the
CDFW; or
F.1.u
Packet Pg. 3446 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
ii) A determination by the biologist
that the site is part of an area
supporting less than 35 acres of
suitable Habitat, and upon passive or
active relocation of the species
following accepted CDFW protocols.

Passive relocation, including the
required use of one-way doors to
exclude owls from the site and the
collapsing of burrows, will occur if the
biologist determines that the
proximity and availability of alternate
habitat is suitable for successful
passive relocation. Passive
relocation shall follow CDFW
relocation protocol and shall only
occur between September 15 and
February 1. If proximate alternate
habitat is not present as determined
by the biologist, active relocation
shall follow CDFW relocation
protocol. The biologist shall confirm
in writing that the species has fledged
the site or been relocated prior to the
issuance of a grading permit.

MM BR-2: All vegetation clearing
and ground disturbance shall be
prohibited during the bird nesting
season (February 1 through
September 15), unless a nesting bird
survey is completed in accordance
with the following requirements:
a) A bird nesting survey of the
Project Site, including suitable
habitat within a 100-foot radius, shall
be conducted by a qualified biologist
Project Biologist City of Moreno
Valley Planning
Division and
Building and
Safety Division
Within 5 days
prior to initiating
vegetation
clearing or ground
disturbance that
occurs between
February 1 and
September 15
F.1.u
Packet Pg. 3447 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
within five (5) days prior to initiating
vegetation clearing or ground
disturbance at the respective
property. A copy of the nesting bird
survey results report shall be
provided to the City of Moreno
Valley.
b) If the survey does not identify the
presence of any active nests, then
construction activities can proceed
without restriction.
c) If the survey identifies the
presence of active nests, then the
qualified biologist shall provide the
City with a copy of maps showing the
location of all nests and a speciesappropriate buffer zone around each nest sufficient to protect the nest
from substantial adverse direct
and/or indirect impacts. The size
and location of all buffer zones, if
required, shall be subject to review
and approval by the City but shall be
no less than a 100-foot radius around
the nest for non-raptor species and
no more than a 500-foot radius
around the nest for raptor species
and any endangered, threatened, or
candidate species.
i) The nests and buffer zones shall
be field checked weekly by a
qualified biological monitor. The
approved buffer zone shall be
marked in the field with construction
fencing. No construction vehicles
F.1.u
Packet Pg. 3448 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
shall be permitted within restricted
areas (i.e., bird protection zones),
unless directly related to the
management or protection of the
legally protected species, until after
the nest becomes inactive (or the
nest has failed), the young have
fledged, the young are no longer
being fed by the parents, the young
have left the area, or the young will
no longer be impacted by the
activities.
ii) In the event that a nest is
abandoned despite efforts to
minimize disturbance and, if the
nestlings are still alive, the Project
Applicant/Developer shall contact
the California Department of Fish
and Wildlife (CDFW) and, subject to
CDFW approval, fund the recovery
and hacking (controlled release of
captive reared young) of the
nestling(s).

Thresholds b and c: The
Project site contains
wetland habitat that meets
the definition of
riparian/riverine habitat
and sensitive natural
community; these on-site
habitats would be
removed by the Project.

MM BR-3: Prior to the issuance of
grading permits, the Project
Applicant shall obtain all applicable
permits for impacts to jurisdictional
features, which may include a 1602
Streambed Alteration Agreement
from CDFW and a 401 Certification
issued by the RWQCB pursuant to
the California Water Code Section
13260. In addition, the Project
Applicant shall purchase a minimum
of 0.81-acre of re-establishment
credits (a 1:1 mitigation-to-impact
Project Applicant City of Moreno
Valley Planning
Division and
Building and
Safety Division
Prior to issuance
of grading
permits.

Less than
significant with
mitigation
incorporated
F.1.u
Packet Pg. 3449 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
ratio for impacts to wetland meadow
habitat) and 0.82-acre of
rehabilitation credits (a 2:1
mitigation-to-impact ratio for impacts
to black willow riparian woodland and
disturbed wetland-cattail habitats).

Habitat mitigation credits can be
purchased either at an approved
Habitat Mitigation Bank (e.g.,
Riverpark Mitigation Bank) or via an
In-Lieu Fee Program (e.g.,
Riverside-Corona Resource
Conservation District and the
Southwest Resource Management
Association Santa Ana River
Watershed In-Lieu Fee Program).

Approval to purchase the mitigation
credits must be granted in advance
by the resource agencies. The
Project Applicant shall provide
evidence to the City of Moreno Valley
that the applicable permits have
been obtained and that the required
habitat mitigation credits have been
purchased prior to issuance of
grading permits.

Threshold f: The Project
would result in the
removal of MSCHP
riparian habitat and
suitable habitat for the
burrowing owl from the
Project site.

See MMs BR-1 through BR-3 See MMs BR-1
through BR-3
See MMs BR-1
through BR-3
See MMs BR-1
through BR-3
Less than
significant with
mitigation
incorporated
Geology and Soils
Threshold f: There is
potential for Projectrelated grading activities
MM GEO-1: Prior to the issuance of
a grading permit, the Project
Applicant shall provide evidence to
Project
Applicant;
Project
City of Moreno
Valley Planning
Division
Prior to the
issuance of a
grading permit
Less than
significant with
F.1.u
Packet Pg. 3450 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
to uncover and impact
paleontological resources.
the City of Moreno Valley that a
qualified paleontologist has been
retained by the Project Applicant to
conduct monitoring of excavation
activities and has the authority to halt
and redirect earthmoving activities in
the event that suspected
paleontological resources are
unearthed.

Construction
Contractor;
Project
Paleontologist
mitigation
incorporated
MM GEO-2: The paleontological
monitor shall conduct full-time
monitoring during grading and
excavation operations in
undisturbed, very old alluvial fan
sediments at depths exceeding five
feet below the existing ground
surface and shall be equipped to
salvage fossils if they are unearthed
to avoid construction delays and to
remove samples of sediments that
are likely to contain the remains of
small fossil invertebrates and
vertebrates. The paleontological
monitor shall be empowered to
temporarily halt or divert equipment
to allow of removal of abundant and
large specimens in a timely manner.

Monitoring may be reduced if the
potentially fossiliferous units are not
present in the subsurface, or if
present, are determined upon
exposure and examination by
qualified paleontological personnel
to have a low potential to contain or
yield fossil resources.

Project
Applicant;
Project
Construction
Contractor;
Project
Paleontologist
City of Moreno
Valley Planning
Division
Concurrent with
grading activities
F.1.u
Packet Pg. 3451 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
MM GEO-3: Recovered specimens
shall be properly prepared to a point
of identification and permanent
preservation, including screen
washing sediments to recover small
invertebrates and vertebrates, if
necessary. Identification and
curation of specimens into a
professional, accredited public
museum repository with a
commitment to archival conservation
and permanent retrievable storage,
such as the Western Science
Museum in Hemet, California, is
required for significant discoveries.

Project
Applicant;
Project
Construction
Contractor;
Project
Paleontologist
City of Moreno
Valley Planning
Division
Prior to grading
permit final
inspection
MM GEO-4: A final monitoring and
mitigation report of findings and
significance shall be prepared,
including lists of all fossils recovered,
if any, and necessary maps and
graphics to accurately record the
original location of the specimens.

The report shall be submitted to the
City of Moreno Valley prior to
building final.

Project
Applicant;
Project
Construction
Contractor;
Project
Paleontologist
City of Moreno
Valley Planning
Division
Prior to building
final
Tribal Cultural Resources
Threshold b: There is
potential for significant
tribal cultural resources to
be unearthed during
Project construction
activities.

MM TCR-1: Prior to the issuance of
a grading permit, the Developer shall
retain a professional archaeologist to
conduct monitoring of all mass
grading and trenching activities. The
Project Archaeologist shall have the
authority to temporarily redirect
earthmoving activities in the event
that suspected archaeological
resources are unearthed during
Project
Developer;
Project
Archaeologist
City of Moreno
Valley Planning
Division and
Building and
Safety Division
Prior to the
issuance of a
grading permit
Less than
significant with
mitigation
incorporated
F.1.u
Packet Pg. 3452 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
Project construction. The Project
Archaeologist, in consultation with
the Consulting Tribe(s), the
contractor, and the City, shall
develop a Cultural Resources
Management Plan (CRMP) in
consultation pursuant to the
definition in AB52 to address the
details, timing and responsibility of all
archaeological and cultural activities
that will occur on the project site. A
consulting tribe is defined as a tribe
that initiated the AB 52 tribal
consultation process for the Project,
has not opted out of the AB52
consultation process, and has
completed AB 52 consultation with
the City as provided for in Cal Pub
Res Code Section 21080.3.2(b)(1) of
AB52. Details in the Plan shall
include:
a) Project grading and
development scheduling;
b. The Project archeologist and the
Consulting Tribes(s) as defined in
MM TCR-1 shall attend the pregrading meeting with the City, the construction manager and any
contractors and will conduct a
mandatory Cultural Resources
Worker Sensitivity Training to those
in attendance. The Training will
include a brief review of the cultural
sensitivity of the Project and the
surrounding area; what resources
could potentially be identified during
F.1.u
Packet Pg. 3453 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
earthmoving activities; the
requirements of the monitoring
program; the protocols that apply in
the event inadvertent discoveries of
cultural resources are identified,
including who to contact and
appropriate avoidance measures
until the find(s) can be properly
evaluated; and any other appropriate
protocols. All new construction
personnel that will conduct earthwork
or grading activities that begin work
on the Project following the initial
Training must take the Cultural
Sensitivity Training prior to beginning
work and the Project archaeologist
and Consulting Tribe(s) shall make
themselves available to provide the
training on an as-needed basis;
c. The protocols and stipulations
that the contractor, City, Consulting
Tribe(s) and Project archaeologist
will follow in the event of inadvertent
cultural resources discoveries,
including any newly discovered
cultural resource deposits that shall
be subject to a cultural resources
evaluation.

MM TCR-2: Prior to the issuance of
a grading permit, the Developer shall
secure agreements with the
Pechanga Band of Luiseño Indians
and Soboba Band of Luiseño Indians
for tribal monitoring. The Developer
is also required to provide a
minimum of 30 days advance notice
Project
Developer;
Project
Archaeologist
City of Moreno
Valley Planning
Division and
Building and
Safety Division
Prior to the
issuance of a
grading permit
F.1.u
Packet Pg. 3454 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
to the tribes of all mass grading and
trenching activities. The Native
American Tribal Representatives
shall have the authority to
temporarily halt and redirect earth
moving activities in the affected area
in the event that suspected
archaeological resources are
unearthed. If the Native American
Tribal Representatives suspect that
an archaeological resource may
have been unearthed, the Project
Archaeologist or the Tribal
Representatives shall immediately
redirect grading operations in a 100-
foot radius around the find to allow
identification and evaluation of the
suspected resource. In consultation
with the Native American Tribal
Representatives, the Project
Archaeologist shall evaluate the
suspected resource and make a
determination of significance
pursuant to California Public
Resources Code Section 21083.2.

MM TCR-3: In the event that Native
American cultural resources are
discovered during the course of
grading (inadvertent discoveries),
the following procedures shall be
carried out for final disposition of the
discoveries:
a) One or more of the following
treatments, in order of preference,
shall be employed with the tribes.

Evidence of such shall be provided to
Project
Developer;
Project
Archaeologist
City of Moreno
Valley Planning
Division and
Building and
Safety Division
In the event that
Native American
cultural resources
are discovered
during the course
of grading
(inadvertent
discoveries)
F.1.u
Packet Pg. 3455 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
the City of Moreno Valley Planning
Division:
i. Preservation-In-Place of the
cultural resources, if feasible.

Preservation in place means avoiding
the resources, leaving them in the
place they were found with no
development affecting the integrity of
the resources.
ii. Onsite reburial of the discovered
items as detailed in the treatment
plan required pursuant to MM TCR1. This shall include measures and provisions to protect the future
reburial area from any future impacts
in perpetuity. Reburial shall not occur
until all legally required cataloging
and basic recordation have been
completed. No recordation of sacred
items is permitted without the written
consent of all Consulting Native
American Tribal Governments as
defined in MM TCR-1.

MM TCR-4: The City shall verify that
the following note is included on the
Grading Plan:
“If any suspected archaeological
resources are discovered during
ground –disturbing activities and the
Project Archaeologist or Native
American Tribal Representatives are
not present, the construction
supervisor is obligated to halt work in
a 100-foot radius around the find and
Project
Developer;
Project
Archaeologist
City of Moreno
Valley Planning
Division and
Building and
Safety Division
Prior to the
issuance of a
grading permit
F.1.u
Packet Pg. 3456 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
call the Project Archaeologist and the
Tribal Representatives to the site to
assess the significance of the find." “
MM TCR-5: If potential historic or
cultural resources are uncovered
during excavation or construction
activities at the project site, work in
the affected area must cease
immediately and a qualified person
meeting the Secretary of the
Interior's standards (36 CFR 61),
Tribal Representatives, and all site
monitors per the Mitigation
Measures, shall be consulted by the
City to evaluate the find, and as
appropriate recommend alternative
measures to avoid, minimize or
mitigate negative effects on the
historic, or prehistoric resource.

Determinations and
recommendations by the consultant
shall be immediately submitted to the
Planning Division for consideration,
and implemented as deemed
appropriate by the Community
Development Director, in
consultation with the State Historic
Preservation Officer (SHPO) and any
and all Consulting Native American
Tribes as defined in MM TCR-1
before any further work commences
in the affected area.

Project
Developer;
Project
Archaeologist
City of Moreno
Valley Planning
Division and
Building and
Safety Division
If potential
archaeological
resources are
uncovered during
excavation or
construction
activities at the
Project site
MM TCR-6: If human remains are
discovered, no further disturbance
shall occur in the affected area until
the County Coroner has made
County Coroner City of Moreno
Valley Planning
Division and
If human remains
are discovered
F.1.u
Packet Pg. 3457 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- Moreno Valley Business Center
City of Moreno Valley Mitigation Monitoring and Reporting Program

Impact Mitigation Measure (MM) Responsible
Party
Monitoring
Party
Implementation
Stage
Level of
Significance
necessary findings as to origin. If the
County Coroner determines that the
remains are potentially Native
American, the California Native
American Heritage Commission
shall be notified within 24 hours of
the published finding to be given a
reasonable opportunity to identify the
“most likely descendant”. The “most
likely descendant” shall then make
recommendations, and engage in
consultations concerning the
treatment of the remains (California
Public Resources Code 5097.98).

Building and
Safety Division
F.1.u
Packet Pg. 3458 Attachment: Exhibit C to Resolution Initial Study MMRP [Revision 1] (5554 : PEN20-0118-0119, PEN20- 1 RESOLUTION NUMBER 2022-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MORENO

VALLEY, CALIFORNIA, APPROVING GENERAL PLAN AMENDMENT
PEN20-0118 TO AMEND THE GENERAL PLAN LAND USE MAP,

CHANGING THE LAND USE DESIGNATION FROM COMMERCIAL TO

BUSINESS PARK FOR THE PROPERTY LOCATED ON THE SOUTH

SIDE OF ALESSANDRO BOULEVARD BETWEEN FREDERICK
STREET AND GRAHAM STREET (APN’S 297-170-002 AND 003) AND

THE NECESSARY AND CORRESPONDING AMENDMENTS TO THE
CITY’S ZONING ATLAS
WHEREAS, the City of Moreno Valley (“City”) is a general law city and a municipal corporation of the State of California, and has the authority to approve amendments to the City’s General Plan and the City’s Zoning Atlas and; WHEREAS, CDRE Holdings LLC., (“Developer”) has filed an application for the approval of General Plan Amendment PEN20-0118 (“Application”) to amend the Moreno Valley General Plan from Commercial to Business Park for the project located on the south side of Alessandro Boulevard between Frederick Street and Graham Street, (APN’s 297-170-002 and 003) (“Site”), which shall also require any necessary and corresponding amendment to the City’s Zoning Atlas to reflect the proposed changes in the zoning classification and/or redistricting associated with the General Plan Amendment; and WHEREAS, pursuant to the provisions of Section 9.02.200 (Public Hearing and Notification Procedures) of the Moreno Valley Municipal Code and Government Code section 65905, a public hearing was scheduled for January 18, 2022, and notice thereof was duly published and posted, and mailed to all property owners of record within 600 feet of the Site; and
WHEREAS, on August 26, 2021, the public hearing to consider the Application was duly conducted by the Planning Commission at which time all interested persons were provided with an opportunity to testify and to present evidence; and WHEREAS, on August 26, 2021 a hearing was conducted by the Planning Commission to consider General Plan Amendment PEN20-0118, whereby the Planning Commission approved Planning Commission Resolution 2021-25, a recommendation that the City Council approve the General Plan Amendment; and WHEREAS, on August 26, 2021, in accordance with the provisions of the California Environmental Quality Act (CEQA1) and CEQA Guidelines,2the Planning Commission considered and approved Planning Commission Resolution 2021-24

1 Public Resources Code §§ 21000-21177
2 14 California Code of Regulations §§15000-15387
F.1.v
Packet Pg. 3459 Attachment: Resolution 2022- General Plan Amendment (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 2 recommending that the City Council adopt a Mitigated Negative Declaration and Mitigation Monitoring Plan for The District Moreno Valley project.

WHEREAS, on October 15, 2021, the City Council continued the item to a date uncertain.

WHEREAS, on January 18, 2022, the public hearing to consider the Application was duly conducted by the City Council at which time all interested persons were provided with an opportunity to testify and to present evidence; and WHEREAS, on January 18, 2022, in accordance with the provisions of the California Environmental Quality Act (CEQA) and CEQA Guidelines, the City Council considered and approved Resolution 2022-XX adopting a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Compass Danbe Centerpointe Project located on the south side of Alessandro Boulevard between Frederick Street and Graham Street (APN’s 297-170-002 and, 003).

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO VALLEY, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. Recitals and Exhibits
That the foregoing Recitals and attached exhibits are true and correct and are hereby incorporated by this reference.

Section 2. Notice
That pursuant to Government Code section 66020(d)(1), notice is hereby given that the proposed Project is subject to certain fees, dedications, reservations and other exactions as provided herein.

Section 3. Evidence
That the City Council has considered all of the evidence submitted into the administrative record for the General Plan Amendment, including, but not limited to, the following:
(a) Moreno Valley General Plan and all relevant provisions contained therein; (b) Title 9 (Planning and Zoning) of the Moreno Valley Municipal Code and all relevant provisions referenced therein;
(c) The Moreno Valley General Plan amendment changing the land use designation from Commercial to Business Park and all relevant provisions contained therein as shown on Exhibit A;
(d) Application for the approval of a General Plan Amendment PEN20-0118 and all documents, records and references contained therein; (e) Staff Report prepared for the City Council’s consideration and all documents, records and references related thereto, and Staff’s presentation at the public hearing;
F.1.v
Packet Pg. 3460 Attachment: Resolution 2022- General Plan Amendment (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 3 (f) Testimony and/or comments from Applicant and its representatives during the public hearing; and
(g) Testimony, comments and correspondence from all persons that were provided in written format or correspondence, at, or prior to, the public hearing.

Section 4. Findings
That based on the foregoing Recitals and the Evidence contained in the Administrative Record as set forth above, the City Council makes the following findings:
(a) The proposed General Plan amendment is consistent with the existing goals, objectives, policies and programs of the General Plan; and (b) The proposed General Plan amendment will not adversely affect the public health, safety or general welfare.

Section 5. Approval
That based on the foregoing Recitals, Evidence contained in the Administrative Record and Findings, as set forth herein, the City Council hereby approves General Plan Amendment PEN20-0118 as depicted in the exhibit attached hereto as Exhibit A, and any necessary and corresponding amendment to the City’s Zoning Atlas to reflect the proposed changes in the zoning classification and/or redistricting associated with the General Plan Amendment.

Section 6. Repeal of Conflicting Provisions
That all the provisions as heretofore adopted by the City Council that are in conflict with the provisions of this Resolution are hereby repealed.

Section 7. Severability
That the City Council declares that, should any provision, section, paragraph, sentence or word of this Resolution be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this Resolution as hereby adopted shall remain in full force and effect.

Section 8. Effective Date
That this Resolution shall take effect immediately upon the date of adoption.

Section 9. Certification
That the City Clerk for the City Council shall certify to the passage of this Resolution.

PASSED AND ADOPTED THIS ___ day of _____________, 2022
F.1.v
Packet Pg. 3461 Attachment: Resolution 2022- General Plan Amendment (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 4 CITY OF MORENO VALLEY

CITY COUNCIL
_________________________
Dr. Yxstian A. Gutierrez,
Mayor of the City of Moreno Valley
ATTEST:
_________________________
Pat Jacquez-Nares, City Clerk
APPROVED AS TO FORM:
_________________________
Steven B. Quintanilla,
Interim City Attorney
Exhibits:

Exhibit A: General Plan Amendment Land Use Designation Map F.1.v
Packet Pg. 3462 Attachment: Resolution 2022- General Plan Amendment (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 5 Exhibit A
General Plan Amendment Land Use Designation Map
F.1.v
Packet Pg. 3463 Attachment: Resolution 2022- General Plan Amendment (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 1 Ordinance No. 2022-XX
Date Adopted: _____________, 2022
ORDINANCE NO. 2022-

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF MORENO
VALLEY, CALIFORNIA, APPROVING CHANGE OF ZONE PEN20-0119 TO AMEND THE LAND USE DESIGNATION OF THE 17.67-ACRE

PROJECT SITE FROM COMMUNITY COMMERCIAL DISTRICT (CC) TO

LIGHT INDUSTRIAL DISTRICT (LI) FOR THE COMPASS DANBE

CENTERPOINTE PROJECT LOCATED ON THE SOUTH SIDE OF

ALESSANDRO BOULEVARD BETWEEN FREDERICK STREET AND
GRAHAM STREET (APN’S 297-170-002 AND 003)
The City Council of the City of Moreno Valley does ordain as follows:

SECTION 1 GENERAL:

1.1 CDRE Holdings, LLC., (“Developer”) has filed an application for the approval of Change of Zone PEN20-0119 (“Application”) to change the zoning designation of the site from Community Commercial District (CC) to Light Industrial District (LI) for the project located on the south side of Alessandro Boulevard between Frederick Street and Graham Street (APN’s 297-170-002 and 003) (“Site”), which shall also require any necessary and corresponding amendment to the City’s Zoning Atlas to reflect the proposed changes in the zoning classification and/or redistricting associated with the project site; and

1.2 At its August 26, 2021 meeting, the Planning Commission considered the Change of Zone for Compass Danbe Centerpointe project and recommended approval to the City Council; and

1.3 Pursuant to the provisions of the law, a public hearing was held before the City Council on January 18, 2022, for deliberations and decision.

1.4 The matter was fully discussed, and the public and other agencies were given opportunity to present testimony and documentation.

1.5 An Initial Study has been prepared for the Project for the purpose of compliance with the California Environmental Quality Act (CEQA). Based on the Initial Study including all supporting technical evidence, it was determined that the project impacts are expected to be less than significant with mitigation, and approval of a Mitigated Negative Declaration is an appropriate environmental determination for the Project.

SECTION 2 EVIDENCE:

That the City Council has considered all of the evidence submitted into the administrative record for Change of Zone PEN20-0119, including, but not limited to, the following:

F.1.w
Packet Pg. 3464 Attachment: Ordinance XXX - Change of Zone (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 2 Ordinance No. 2022-XX
Date Adopted: _____________, 2022
(a) Moreno Valley General Plan and all relevant provisions contained therein; (b) Title 9 (Planning and Zoning) of the Moreno Valley Municipal Code and all relevant provisions referenced therein;
(c) The change the zoning designation of the site from Community Commercial District (CC) to Light Industrial District (LI) and all other relevant provisions contained therein as shown on Exhibit A;
(d) Application for the approval of Change of Zone PEN20-0119 and all documents, records and references contained therein;
(e) Staff Report prepared for the City Council’s consideration and all documents, records and references related thereto, and Staff’s presentation at the public hearing;
(f) Testimony and/or comments from Applicant and its representatives during the public hearing; and
(g) Testimony comments and/or correspondence from all persons that were provided in written format or correspondence, at, or prior to, the public hearing.

SECTION 3 FINDINGS:

That based on the foregoing Recitals and the Evidence contained in the Administrative Record as set forth above, the City Council hereby finds as follows:
(a) The proposed amendment is consistent with the existing goals, objectives, policies and programs of the General Plan;
(b) The proposed amendment will not adversely affect the public health, safety or general welfare; and
(c) The proposed amendment is consistent with the purposes and intent of Title

9. SECTION 4 AMENDMENT OF THE OFFICIAL ZONING ATLAS:

4.1 The City of Moreno Valley Official Zoning Atlas, as adopted by Ordinance No. 981, on August 3, 2021, of the City of Moreno Valley, and as amended thereafter from time to time by the City Council of the City of Moreno Valley, is further amended by placing in effect the zone or zone classification to page 96 of the Official Zoning Atlas as shown on the attached map marked “Exhibit A” and included herein by reference and on file in the office of the City Clerk.

SECTION 5 EFFECT OF ENACTMENT:

5.1 Except as specifically provided herein, nothing contained in this ordinance shall be deemed to modify or supersede any prior enactment of the City Council which addresses the same subject addressed herein.

F.1.w
Packet Pg. 3465 Attachment: Ordinance XXX - Change of Zone (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 3 Ordinance No. 2022-XX
Date Adopted: _____________, 2022
SECTION 6 NOTICE OF ADOPTION:

6.1 Within fifteen days after the date of adoption hereof, the City Clerk shall certify to the adoption of this ordinance and cause it to be posted in three public places within the city.

SECTION 7 EFFECTIVE DATE:

7.1 This ordinance shall take effect thirty days after the date of its adoption.

APPROVED AND ADOPTED this _____ day of _______________, _____.

CITY OF MORENO VALLEY

CITY COUNCIL
____________________
Dr. Yxstian A. Gutierrez
Mayor of the City of Moreno Valley
ATTEST:
___________________________________
Pat Jacquez-Nares, City Clerk
APPROVED AS TO FORM:
___________________________________
Steven B. Quintanilla, Interim City Attorney
F.1.w
Packet Pg. 3466 Attachment: Ordinance XXX - Change of Zone (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 4 Ordinance No. 2022-XX
Date Adopted: _____________, 2022

ORDINANCE JURAT

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF MORENO VALLEY )
I, Pat Jacquez-Nares, City Clerk of the City of Moreno Valley, California, do hereby certify that Ordinance No. YYYY-___ was duly and regularly adopted by the City Council of the City of Moreno Valley at a regular meeting thereof held on the _____ day of January, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
(Council Members, Mayor Pro Tem and Mayor)
___________________________________

CITY CLERK
(SEAL)
F.1.w
Packet Pg. 3467 Attachment: Ordinance XXX - Change of Zone (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 5 Ordinance No. 2022-XX
Date Adopted: _____________, 2022

EXHIBIT A
F.1.w
Packet Pg. 3468 Attachment: Ordinance XXX - Change of Zone (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 1 RESOLUTION NUMBER 2022-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MORENO
VALLEY APPROVING TENTATIVE PARCEL MAP 37944 FOR THE

COMPASS DANBE CENTERPOINTE PROJECT LOCATED ON THE

SOUTH SIDE OF ALESSANDRO BOULEVARD BETWEEN FREDERICK
STREET AND GRAHAM STREET (APN’S 297-170-002 AND 003)
WHEREAS, the City of Moreno Valley (“City”) is a general law city and a municipal corporation of the State of California, and the lead agency for the preparation and consideration of environmental documents for local projects that are subject to requirements of the California Environmental Quality Act (CEQA) and CEQA Guidelines; and
WHEREAS, CDRE Holdings LLC., (“Developer”) has filed an application for the approval of Tentative Parcel Map 37944 PEN20-0122 (“Application”) for the Compass Danbe Centerpointe Project, (“Project”) located on the south side of Alessandro Boulevard between Frederick Street and Graham Street (APN’s 297-170-002 and 003) (“Site”); and
WHEREAS, the Application has been evaluated in accordance with Chapter 9.14 (Land Divisions) of the Municipal Code with consideration given to the City’s General Plan, Zoning Ordinance, and other applicable laws and regulations; and WHEREAS, Chapter 9.14 of the Municipal Code imposes conditions of approval upon projects for which a Tentative Parcel Map is required, which conditions may be imposed by the City Council to address on-site improvements, off-site improvements, the manner in which the site is used and any other conditions as may be deemed necessary to protect the public health, safety and welfare and ensure that the proposed Project will be developed in accordance with the purpose and intent of Title 9 (“Planning and Zoning”) of the Municipal Code; and
WHEREAS, Staff has presented for the City Council’s consideration Conditions of Approval to be imposed upon Tentative Parcel Map 37944 PEN20-0122 (TPM), which conditions have been deemed necessary to protect the public health, safety and welfare and ensure that the proposed Project will be developed in accordance with the purpose and intent of Title 9 (“Planning and Zoning”) of the Municipal Code; and WHEREAS, pursuant to the provisions of Section 9.02.200 (Public Hearing and Notification Procedures) of the Municipal Code and Government Code section 65905, a public hearing was scheduled for January 18, 2022 and notice thereof was duly published and posted, and mailed to all property owners of record within 600 feet of the Site; and WHEREAS, on August 26, 2021, the public hearing to consider the Application was duly conducted by the Planning Commission at which time all interested persons were provided with an opportunity to testify and to present evidence; and F.1.x
Packet Pg. 3469 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 2 WHEREAS, on August 26, 2021 a hearing was conducted by the Planning Commission to consider a recommendation that the City Council approve the Mitigated Negative Declaration and the Mitigation Monitoring Plan and approve the proposed Project; and
WHEREAS, on August 26, 2021 a hearing was conducted by the Planning Commission whereby the Planning Commission approved Planning Commission Resolution 2021-27, a recommendation that the City Council approve the Tentative Tract Map 37944; and
WHEREAS, on October 15, 2021, the City Council continued the item to a date uncertain.

WHEREAS, on January 18, 2022, the public hearing to consider the Application was duly conducted by the City Council at which time all interested persons were provided with an opportunity to testify and to present evidence; and WHEREAS, consistent with the requirements of Chapter 9.14 (Land Divisions) of the Municipal Code, at the public hearing the City Council considered Conditions of Approval to be imposed upon Tentative Parcel Map 37944 PEN20-0122, which conditions were prepared by Planning Division staff who deemed said conditions to be necessary to protect the public health, safety and welfare and to ensure the proposed Project will be developed in accordance with the purpose and intent of Title 9 (“Planning and Zoning”) of the Municipal Code; and
WHEREAS, at the public hearing, the City Council considered whether each of the requisite findings specified in Section 9.14.070 of the Municipal Code and set forth herein could be made with respect to the proposed Project as conditioned by Conditions of Approval; and
WHEREAS, on January 18, 2022, in accordance with the provisions of the California Environmental Quality Act (CEQA) and CEQA Guidelines, the City Council approved Resolution 2022-XX adopting a Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program for the Compass Danbe Centerpointe Project located on the south side of Alessandro Boulevard between Frederick Street and Graham Street (APN’s 297-170-002 and 003).

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MORENO VALLEY, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. Recitals and Exhibits
That the foregoing Recitals and attached Exhibits are true and correct and are hereby incorporated by this reference.

Section 2. Notice
F.1.x
Packet Pg. 3470 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 3 That pursuant to Government Code section 66020(d)(1), notice is hereby given that the proposed project is subject to certain fees, dedications, reservations and other exactions as provided herein.

Section 3. Evidence
That the City Council has considered all of the evidence submitted into the administrative record for the proposed Tentative Parcel Map 37944 PEN20-0122, including, but not limited to, the following:
(a) Moreno Valley General Plan and all other relevant provisions contained therein;
(b) Title 9 (Planning and Zoning) of the Moreno Valley Municipal Code and all other relevant provisions referenced therein;
(c) Application for the approval of Tentative Parcel Map 37944 PEN20-0122 and all documents, records and references contained therein; (d) Conditions of Approval for Tentative Parcel Map 37944 PEN20-0122, attached hereto as Exhibit A:
(e) Staff Report prepared for the City Council’s consideration and all documents, records and references related thereto, and Staff’s presentation at the public hearing;
(f) Testimony and/or comments from Applicant and its representatives during the public hearing; and
(g) Testimony and/or comments from all persons that was provided in written format or correspondence, at, or prior to, the public hearing.

Section 4. Findings
That based on the foregoing Recitals and the Evidence contained in the Administrative Record as set forth above, the City Council makes the following findings in approving Tentative Parcel Map 37944 PEN20-0122.
(a) That the proposed map is consistent with applicable general and specific plans and the zoning ordinance;
(b) That the design or improvement of the proposed subdivision is consistent with applicable general and specific plans;
(c) That the site is physically suitable for the type of development; (d) That the site of the proposed land division is physically suitable for the proposed density of the development;
(e) That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat;
(f) That the design of the subdivision or type of improvements is not likely to cause serious public health problems;
(g) That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision;
F.1.x
Packet Pg. 3471 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 4 (h) That the proposed land division is not subject the Williamson Act pursuant to the California Land Conservation Act of 1965.
(i) That the proposed land division and the associated design and improvements are not consistent with applicable ordinances of the city. (j) That the design of the land division provides, to the extent feasible, for future passive or natural heating and cooling opportunities in the subdivision. (k) That the effect of the proposed land division on the housing needs of the region were considered and balanced against the public service needs of the residents of Moreno Valley and available fiscal and environmental resources.

Section 5. Approval
That based on the foregoing Recitals, Evidence contained in the Administrative Record and Findings set forth above, the City Council hereby approves Tentative Parcel Map 37944 PEN20-0122 subject to the Conditions of Approval for Tentative Parcel Map 37944 PEN20-0122 attached hereto as Exhibit A.

Section 6. Repeal of Conflicting Provisions
That all the provisions as heretofore adopted by the City Council that are in conflict with the provisions of this Resolution are hereby repealed.

Section 7. Severability
That the City Council declares that, should any provision, section, paragraph, sentence or word of this Resolution be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this Resolution as hereby adopted shall remain in full force and effect.

Section 8. Effective Date
That this Resolution shall take effect immediately upon the date of adoption.

Section 9. Certification
That the City Clerk for the City Council shall certify to the passage of this Resolution.

PASSED AND ADOPTED THIS ___ day of _____________, 2022

CITY OF MORENO VALLEY

CITY COUNCIL
_________________________
F.1.x
Packet Pg. 3472 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 5 Dr. Yxstian A. Gutierrez,
Mayor of the City of Moreno Valley
ATTEST:
_________________________
Pat Jacquez-Nares, City Clerk
APPROVED AS TO FORM:
_________________________
Steven B. Quintanilla,
Interim City Attorney
Exhibits:

Exhibit A: Conditions of Approval PEN20-0122
F.1.x
Packet Pg. 3473 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe) 6 Exhibit A
CONDITIONS OF APPROVAL PEN20-0122
F.1.x
Packet Pg. 3474 Attachment: Resolution for Tentative Parcel Map 37944 (5554 : PEN20-0118-0119, PEN20-0122 and PEN 20-0124 Compass Danbe)

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

CITY OF MORENO VALLEY CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)
EFFECTIVE DATE:

EXPIRATION DATE:

COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division

1. A change or modification to the land use or the approved site plans may require a separate approval. Prior to any change or modification, the property owner shall contact the City of Moreno Valley Community Development Department to determine if a separate approval is required.

2. Any expansion to this use or exterior alterations will require the submittal of a separate application(s) and shall be reviewed and approved under separate permit(s). (MC 9.02.080)

3. The developer, or the developer's successor-in-interest, shall be responsible for maintaining any undeveloped portion of the site in a manner that provides for the control of weeds, erosion and dust. (MC 9.02.030)

4. The site shall be developed in accordance with the approved plans on file in the Community Development Department - Planning Division, the Municipal Code regulations, General Plan, and the conditions contained herein. Prior to any use of the project site or business activity being commenced thereon, all Conditions of Approval shall be completed to the satisfaction of the Planning Official. (MC

9.14.020)

5. Any signs indicated on the submitted plans are not included with this approval. Any signs, whether permanent (e.g. wall, monument) or temporary (e.g. banner, flag), require separate application and approval by the Planning Division. No signs are permitted in the public right of way. (MC 9.12)
Special Conditions

6. All site plans, grading plans, landscape and irrigation plans, lighting plans and street improvement plans shall be coordinated for consistency with this approval.

7. This approval shall comply with all applicable requirements of the City of Moreno Valley Municipal Code.

F.1.y
Packet Pg. 3475 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

8. Prior to building final, the developer/owner or developer's/owner’s successor-in-interest shall pay all applicable impact fees, including but not limited to Transportation Uniform Mitigation fees (TUMF), and the City’s adopted Development Impact Fees. (Ord)

9. Prior to the issuance of grading permits, final erosion control landscape and irrigation plans for all cut or fill slopes over 3 feet in height shall be submitted to and approved by the Planning Division. The plans shall be designed in accordance with the slope erosion plan as required by the City Engineer. Man-made slopes greater than 10 feet in height shall be "land formed" to conform to the natural terrain and shall be landscaped and stabilized to minimize visual scarring. (GP Objective 1.5, MC 9.08.080, DG)

10. Prior to recordation of the final map, final median enhancement/landscape/irrigation plans shall be submitted to and approved by the Planning Division, and Public Works Department - Special Districts Division for review and approval by each division. (GP - Circulation Master Plan)

11. All landscaped areas in perpetuity shall be maintained in a healthy and thriving condition, free from weeds, trash and debris. (MC 9.02.030)

12. This tentative map and plot plans shall expire three years after the approval date of this tentative map unless extended as provided by the City of Moreno Valley Municipal Code; otherwise it shall become null and void and of no effect whatsoever in the event the applicant or any successor in interest fails to properly file a final map before the date of expiration. (MC 9.02.230, 9.14.050, 080)

13. Prior to the issuance of grading permits, mitigation measures contained in the Mitigation Monitoring Program approved with this project shall be implemented as provided therein.

14. Prior to any site disturbance and/or grading plan submittal, and or final map recordation, a mitigation monitoring fee, as provided by City ordinance, shall be paid by the applicant/owner. No City permit or approval shall be issued until such fee is paid. (CEQA)

15. Prior to issuance of a building permit, the developer/property owner or developer's successor-in-interest shall pay all applicable impact fees due at permit issuance, including but not limited to Multi-species Habitat Conservation Plan (MSHCP) mitigation fees. (Ord.)

16. Within thirty (30) days prior to any grading or other land disturbance, a pre-construction survey for Burrowing Owls shall be conducted pursuant to the established guidelines of Multiple Species Habitat Conservation Plan. The pre-construction survey shall be submitted to the Planning Division prior to any F.1.y
Packet Pg. 3476 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

disturbance of the site and/or grading permit issuance.

17. Prior to the issuance of grading permits, a temporary project identification sign shall be erected on the site in a secure and visible manner. The sign shall be conspicuously posted at the site and remain in place until occupancy of the project .

The sign shall include the following: The name and address of the development and the developer's name and address to include a 24-hour emergency phone number.

18. Prior to approval of any grading permits, plans for any security gate system shall be submitted to and approved by to the Planning Division.

19. Prior to issuance of grading permits, the developer shall pay the applicable Stephen’s’ Kangaroo Rat (SKR) Habitat Conservation Plan mitigation fee.

20. Prior to the issuance of any grading permits and prior to any physical disturbance of any natural drainage course, or any wetland determined to contain riparian vegetation, the applicant shall obtain a stream bed alteration agreement or permit, or a written waiver of the requirement for such an agreement or permit, from both the California Department of Fish and Game and the U.S. Army Corps of Engineers.

Written verification of such a permit or waiver shall be provided to both the Planning Division and the Public Works Department - Land Development Division. (CEQA, State and Federal codes)

21. Prior to recordation of the final subdivision map, the following documents shall be submitted to and approved by the Planning Division which shall demonstrate that the project will be developed and maintained in accordance with the intent and purpose of the approval:
a. The document to convey title
b. Deed restrictions, easements, or Covenants, Conditions and Restrictions to be recorded
The approved documents shall be recorded at the same time that the subdivision map is recorded. The documents shall contain provisions for general maintenance of the site, joint access to proposed parcels, open space use restrictions, conservation easements, parking, feeder trails, water quality basins, lighting, landscaping and common area use items such as general building maintenance.

The approved documents shall also contain a provision, which provides that they may not be terminated and/or substantially amended without the consent of the City and the developer's successor-in-interest. (MC 9.14.090) In addition, the following deed restrictions and disclosures shall be included within the document and grant deed of the properties:
a. The developer shall promote the use of native plants and trees and drought F.1.y
Packet Pg. 3477 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

tolerant species.
b. All lots designated for open space and or detention basins, shall be included as an easement to, and maintained by a Homeowners Association (HOA) or other private maintenance entity. All reverse frontage landscape areas shall also be maintained by the onsite HOA. Language to this effect shall be included and reviewed within the required Covenant Conditions and Restrictions (CC&Rs) prior to the approval of the final map.
c. Maintenance of any and all common facilities.

22. Applicant/Developer shall defend, indemnify and hold harmless City, city council, commissions, boards, subcommittees and City’s elected and appointed officials, commissioners, board members, officers, agents, consultants and employees (“City Parties”) from and against any and all liabilities, demands, claims, actions or proceedings and costs and expenses incidental thereto (including costs of defense, settlement and reasonable attorneys' fees), which any or all of them may suffer, incur, be responsible for or pay out as a result of or in connection with any challenge to the legality, validity or adequacy of any of the following items: (i) any agreements by and among City and Developer including without limitation any Development Agreement, (ii) any and all permits, licenses and entitlements approved by City; (iii) any environmental determination made by City in connection with the Project Site or Project; and (iv) any proceedings or other actions undertaken by City in connection with the adoption or approval of any of the above.

23. The project shall be designed and constructed to meet LEED Silver Equivalent with evidence provided to the City. A change or modification shall require separate approval.

24. The site has been approved for a Tentative Parcel Map 37944 to subdivide the lots into two parcels and two light industrial warehouse buildings. Building 1 will be approximately 290,726 square feet and Building 2 will be approximately 98,877 square feet with associated on-site and off-site improvements designed per the approved plans.

25. This approval includes the Tentative Parcel Map 37944 and two Plot Plans for the construction of two light industrial buildings to be completed as one project. All improvements both on-site and off-site shall be completed prior to building shell final of any one building. If the construction of one building is postposed, the parcel /pad area shall be maintained with landscaping and screening as approved by the Community Development Director.

26. Should the applicant/property owner elect to not construct one of the buildings, the building pad shall be precise graded and hydroseeded to prevent dust and erosion.

27. Prior to the start of any construction, temporary security fencing shall be erected.

The fencing shall be a minimum of six (6) feet high with locking, gated access and F.1.y
Packet Pg. 3478 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

shall remain through the duration of construction. Security shall remain in place until the project is completed or the above conditions no longer exist. (Security fencing is required if there is: construction, unsecured structures, unenclosed storage of materials and/or equipment, and/or the condition of the site constitutes a public hazard).

Prior to Building Permit

28. Prior to issuance of any building permits, final landscaping and irrigation plans shall be submitted for review and approved by the Planning Division. The plans shall be prepared in accordance with the City's Landscape Requirements to include a drought tolerant palette. (9.17)

29. Prior to issuance of any building permit, all Conditions of Approval, Mitigation Measures and Airport Land Use Commission Conditions of Approval shall be printed on the building plans.

30. Prior to the issuance of grading permits, decorative (e.g. colored/scored concrete or as approve by the Planning Official) pedestrian pathways across circulation aisles/paths shall be provided throughout the development to connect dwellings with open spaces and/or recreational uses or commercial/industrial buildings with open space and/or parking. and/or the public right-of-way. The pathways shall be shown on the precise grading plan. (GP Objective 46.8, DG)

31. Prior to issuance of building permits, the Planning Division shall review and approve the location and method of enclosure or screening of transformer cabinets, commercial gas meters and back flow preventers as shown on the final working drawings. Location and screening shall comply with the following criteria:
transformer cabinets and commercial gas meters shall not be located within required setbacks and shall be screened from public view either by architectural treatment or landscaping; multiple electrical meters shall be fully enclosed and incorporated into the overall architectural design of the building(s); back-flow preventers shall be screened by landscaping. (GP Objective 43.30)

32. Prior to issuance of any grading permit, all Conditions of Approval, Mitigation Measures and Airport Land Use Commission Conditions of Approval shall be printed on the grading plans.

33. Prior to approval of any grading permits, plans for any security gate system shall be submitted to and approved by to the Planning Division.

34. Prior to issuance of grading permits, the developer shall submit fence/wall plans to be included in the Building and Safety submittal for review and approval consistent with the approved plans, the Landscape Requirements and the Municipal Code.

F.1.y
Packet Pg. 3479 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

35. Prior to the issuance of grading permits, a temporary project identification sign shall be erected on the site in a secure and visible manner. The sign shall be conspicuously posted at the site and remain in place until occupancy of the project .

The sign shall include the following:
a. The name (if applicable) and address of the development. b. The developer’s name, address, and a 24-hour emergency telephone number.

36. Photometric Plans shall be submitted to the Building and Safety Division for review and approval as part of the lighting and electrical building plan submittal.

37. Prior to the issuance of grading permits, the site plan and grading plans shall show decorative hardscape (e.g. colored concrete, stamped concrete, pavers or as approved by the Planning Official) consistent and compatible with the design, color and materials of the proposed development for all driveway ingress/egress locations of the project.

Prior to Building Final or Occupancy

38. Prior to building final, all required landscaping and irrigation shall be installed per plan, certified by the Landscape Architect and inspected by the Planning Division. (MC 9.03.040, MC 9.17).

39. Prior to building final, all required and proposed fences and walls shall be constructed according to the approved plans on file in the Planning Division. (MC

9.080.070).

Building Division

40. The proposed non-residential project shall comply with the latest Federal Law, Americans with Disabilities Act, and State Law, California Code of Regulations, Title 24, Chapter 11B for accessibility standards for the disabled including access to the site, exits, bathrooms, work spaces, etc.

41. Building plans submitted shall be signed and sealed by a California licensed design professional as required by the State Business and Professions Code.

42. All new structures shall be designed in conformance to the latest design standards adopted by the State of California in the California Building Code, (CBC) Part 2, Title 24, California Code of Regulations including requirements for allowable area, occupancy separations, fire suppression systems, accessibility, etc.

F.1.y
Packet Pg. 3480 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

43. Prior to submittal, all new development, including residential second units, are required to obtain a valid property address prior to permit application. Addresses can be obtained by contacting the Building Safety Division at 951.413.3350.

44. Contact the Building Safety Division for permit application submittal requirements.

45. All new buildings 10,000 square feet and over, shall include building commissioning in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements (OPR). All requirements in The 2016 California Green Building Standards Code, sections 5.410.2 - 5.410.2.6 must be met.

46. Any construction within the city shall only be as follows: Monday through Friday seven a.m. to seven p.m(except for holidays which occur on weekdays), eight a.m. to four p.m.; weekends and holidays (as observed by the city and described in the Moreno Valley Municipal Code Chapter 2.55), unless written approval is first obtained from the Building Official or City Engineer.

47. The proposed development shall be subject to the payment of required development fees as required by the City’s current Fee Ordinance at the time a building application is submitted or prior to the issuance of permits as determined by the City.

48. The proposed project will be subject to approval by the Eastern Municipal Water District and all applicable fees and charges shall be paid prior to permit issuance.

Contact the water district at 951.928.3777 for specific details.

49. The proposed project’s occupancy shall be classified by the Building Official and must comply with exiting, occupancy separation(s) and minimum plumbing fixture requirements. Minimum plumbing fixtures shall be provided per the 2016 California Plumbing Code, Table 422.1. The occupant load and occupancy classification shall be determined in accordance with the California Building Code.

50. Prior to permit issuance, every applicant shall submit a properly completed Waste Management Plan (WMP), as a portion of the building or demolition permit process. (MC 8.80.030)

ECONOMIC DEVELOPMENT DEPARTMENT (EDD)

51. New Moreno Valley businesses may work with the Economic Development Department to coordinate job recruitment fairs.

52. New Moreno Valley businesses may adopt a “First Source” approach to employee recruitment that gives notice of job openings to Moreno Valley residents for one F.1.y
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CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

week in advance of public recruitment.

53. New Moreno Valley businesses are encouraged to hire local residents.

54. New Moreno Valley businesses are encouraged to provide a job fair flyer and/or web announcement to the City in advance of job recruitments, so that the City can assist in publicizing these events.

55. New Moreno Valley businesses may utilize the workforce recruitment services provided by the Moreno Valley Business & Employment Resource Center (“BERC”).

The BERC offers free assistance to Moreno Valley businesses recruiting and training potential employees. Complimentary services include:
• Job Announcements
• Applicant testing / pre-screening
• Interviewing
• Job Fair support
• Training space

FIRE DEPARTMENT
Fire Prevention Bureau

56. All Fire Department access roads or driveways shall not exceed 12 percent grade. (CFC 503.2.7 and MVMC 8.36.060[G])

57. The Fire Department emergency vehicular access road shall be (all weather surface) capable of sustaining an imposed load of 80,000 lbs. GVW, based on street standards approved by the Public Works Director and the Fire Prevention Bureau. The approved fire access road shall be in place during the time of construction. Temporary fire access roads shall be approved by the Fire Prevention Bureau. (CFC 501.4, and MV City Standard Engineering Plan 108d)

58. The angle of approach and departure for any means of Fire Department access shall not exceed 1 ft drop in 20 ft (0.3 m drop in 6 m), and the design limitations of the fire apparatus of the Fire Department shall be subject to approval by the AHJ. (CFC 503 and MVMC 8.36.060)

59. Prior to construction, all locations where structures are to be built shall have an approved Fire Department access based on street standards approved by the Public Works Director and the Fire Prevention Bureau. (CFC 501.4)

60. Prior to issuance of Building Permits, the applicant/developer shall provide the Fire F.1.y
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CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

Prevention Bureau with an approved site plan for Fire Lanes and signage. (CFC 501.3)

61. Prior to issuance of Certificate of Occupancy or Building Final, “Blue Reflective Markers” shall be installed to identify fire hydrant locations in accordance with City specifications. (CFC 509.1 and MVLT 440A-0 through MVLT 440C-0)

62. Prior to issuance of building permits, plans specifying the required structural materials for building construction in high fire hazard severity zones shall be submitted to the Fire Prevention Bureau for approval. (CFC, 4905)

63. Prior to issuance of Certificate of Occupancy or Building Final, all commercial buildings shall display street numbers in a prominent location on the street side and rear access locations. The numerals shall be a minimum of twelve inches in height. (CFC 505.1, MVMC 8.36.060[I])

64. Existing fire hydrants on public streets are allowed to be considered available.

Existing fire hydrants on adjacent properties shall not be considered available unless fire apparatus access roads extend between properties and easements are established to prevent obstruction of such roads. (CFC 507, 501.3) a - After the local water company signs the plans, the originals shall be presented to the Fire Prevention Bureau for signatures. The required water system, including fire hydrants, shall be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior to beginning construction. They shall be maintained accessible.

65. Final fire and life safety conditions will be addressed when the Fire Prevention Bureau reviews building plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code (CFC), and related codes, which are in effect at the time of building plan submittal.

66. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall install a fire alarm system monitored by an approved Underwriters Laboratory listed central station based on a requirement for monitoring the sprinkler system, occupancy or use. Fire alarm panel shall be accessible from exterior of building in an approved location. Plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Chapter 9 and MVMC

8.36.100)

67. The Fire Code Official is authorized to enforce the fire safety during construction requirements of Chapter 33. (CFC Chapter 33 & CBC Chapter 33)

68. Fire lanes and fire apparatus access roads shall have an unobstructed width of not less than twenty–four (24) feet and an unobstructed vertical clearance of not less the thirteen (13) feet six (6) inches. (CFC 503.2.1 and MVMC 8.36.060[E]) F.1.y
Packet Pg. 3483 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

69. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall install a fire sprinkler system based on square footage and type of construction, occupancy or use. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval prior to installation. (CFC Chapter 9, MVMC 8.36.100[D])

70. Prior to issuance of the building permit for development, independent paved access to the nearest paved road, maintained by the City shall be designed and constructed by the developer within the public right of way in accordance with City Standards. (MVMC 8.36.060, CFC 501.4)

71. Prior to issuance of a Certificate of Occupancy or Building Final, a “Knox Box Rapid Entry System” shall be provided. The Knox-Box shall be installed in an accessible location approved by the Fire Code Official. All exterior security emergency access gates shall be electronically operated and be provided with Knox key switches for access by emergency personnel. (CFC 506.1)

72. The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with the C.F.C., MVMC, and NFPA 24. Fire hydrants shall be located no closer than 40 feet to a building. A fire hydrant shall be located within 50 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are (6” x 4” x 2 ½” x 2 ½”) (CFC 507.5.1, 507.5.7, Appendix C, NFPA 24-7.2.3, MVMC 912.2.1)

73. During phased construction, dead end roadways and streets which have not been completed shall have a turn-around capable of accommodating fire apparatus. (CFC 503.1 and 503.2.5)

74. If construction is phased, each phase shall provide an approved emergency vehicular access way for fire protection prior to any building construction. (CFC 501.4)

75. Plans for private water mains supplying fire sprinkler systems and/or private fire hydrants shall be submitted to the Fire Prevention Bureau for approval. (CFC 105 and CFC 3312.1)

76. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix B and Table B105.1.

The applicant/developer shall provide documentation to show there exists a water system capable of delivering said waterflow for 2 hour(s) duration at 20-PSI residual operating pressure. The required fire flow may be adjusted during the approval process to reflect changes in design, construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. Specific requirements for F.1.y
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CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

the project will be determined at time of submittal. (CFC 507.3, Appendix B)

77. Prior to construction, all traffic calming designs/devices must be approved by the Fire Marshal and City Engineer.

78. Prior to issuance of Building Permits, the applicant/developer shall furnish one copy of the water system plans to the Fire Prevention Bureau for review. Plans shall: a.

Be signed by a registered civil engineer or a certified fire protection engineer; b .

Contain a Fire Prevention Bureau approval signature block; and c. Conform to hydrant type, location, spacing of new and existing hydrants and minimum fire flow required as determined by the Fire Prevention Bureau. The required water system, including fire hydrants, shall be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior to beginning construction. They shall be maintained accessible.

FINANCIAL & MANAGEMENT SERVICES DEPARTMENT
Moreno Valley Utility

79. This project requires the installation of electric distribution facilities. A non-exclusive easement shall be provided to Moreno Valley Utility and shall include the rights of ingress and egress for the purpose of operation, maintenance, facility repair, and meter reading.

80. This project requires the installation of electric distribution facilities. The developer shall submit a detailed engineering plan showing design, location and schematics for the utility system to be approved by the City Engineer. In accordance with Government Code Section 66462, the Developer shall execute an agreement with the City providing for the installation, construction, improvement and dedication of the utility system following recordation of final map and/or concurrent with trenching operations and other improvements so long as said agreement incorporates the approved engineering plan and provides financial security to guarantee completion and dedication of the utility system.

The Developer shall coordinate and receive approval from the City Engineer to install, construct, improve, and dedicate to the City all utility infrastructure including but not limited to, conduit, equipment, vaults, ducts, wires (including fiber optic cable), switches, conductors, transformers, and “bring-up” facilities including electrical capacity to serve the identified development and other adjoining, abutting, or benefiting projects as determined by Moreno Valley Utility – collectively referred to as “utility system”, to and through the development, along with any appurtenant real property easements, as determined by the City Engineer necessary for the distribution and/or delivery of any and all “utility services” to and within the project.

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Packet Pg. 3485 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

For purposes of this condition, “utility services” shall mean electric, cable television, telecommunication (including video, voice, and data) and other similar services designated by the City Engineer. “Utility services” shall not include sewer, water, and natural gas services, which are addressed by other conditions of approval.

The City, or the City’s designee, shall utilize dedicated utility facilities to ensure safe, reliable, sustainable and cost effective delivery of utility services and maintain the integrity of streets and other public infrastructure. Developer shall, at developer's sole expense, install or cause the installation of such interconnection facilities as may be necessary to connect the electrical distribution infrastructure within the project to the Moreno Valley Utility owned and controlled electric distribution system.

81. Existing Moreno Valley Utility electrical infrastructure shall be preserved in place.

The developer will be responsible, at developer’s expense, for any and all costs associated with the relocation of any of Moreno Valley Utility’s underground electrical distribution facilities, as determined by Moreno Valley Utility, which may be in conflict with any developer planned construction on the project site.

82. This project is subject to a Reimbursement Agreement. The Developer is responsible for a proportionate share of costs associated with electrical distribution infrastructure previously installed that directly benefits the project.

PUBLIC WORKS DEPARTMENT
Land Development

83. Aggregate slurry, as defined in Section 203-5 of Standard Specifications for Public Works Construction, shall be required prior to 90% security reduction or the end of the one-year warranty period of the public streets as approved by the City Engineer.

If slurry is required, a slurry mix design shall be submitted for review and approved by the City Engineer. The latex additive shall be Ultra Pave 70 (for anionic) or Ultra Pave 65 K (for cationic) or an approved equal per the geotechnical report. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water. The latex shall be added at a rate of two to two-and-one-half (2 to 2½) parts to one-hundred (100) parts of emulsion by volume.

Any existing striping shall be removed prior to slurry application and replaced per City standards.

84. The developer shall comply with all applicable City ordinances and resolutions including the City’s Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State of California, specifically Sections 66410 through 66499.58, said sections also referred to as the Subdivision Map Act (SMA). [MC 9.14.010]

85. The final approved conditions of approval (COAs) issued and any applicable F.1.y
Packet Pg. 3486 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

Mitigation Measures by the Planning Division shall be photographically or electronically placed on mylar sheets and included in the Grading and Street Improvement plans.

86. The developer shall monitor, supervise and control all construction related activities, so as to prevent these activities from causing a public nuisance, including but not limited to, insuring strict adherence to the following:
(a) Removal of dirt, debris, or other construction material deposited on any public street no later than the end of each working day.
(b) Observance of working hours as stipulated on permits issued by the Land Development Division.
(c) The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the site. (d) All dust control measures per South Coast Air Quality Management District (SCAQMD) requirements during the grading operations.

Violation of any condition, restriction or prohibition set forth in these conditions shall subject the owner, applicant, developer or contractor(s) to remedy as noted in City Municipal Code 8.14.090. In addition, the City Engineer or Building Official may suspend all construction related activities for violation of any condition, restriction or prohibition set forth in these conditions until such time as it has been determined that all operations and activities are in conformance with these conditions.

87. Drainage facilities (e.g., catch basins, water quality basins, etc.) with sump conditions shall be designed to convey the tributary 100-year storm flows.

Secondary emergency escape shall also be provided.

88. In the event right-of-way or offsite easements are required to construct offsite improvements necessary for the orderly development of the surrounding area to meet the public health and safety needs, the developer shall make a good faith effort to acquire the needed right-of-way in accordance with the Land Development Division’s administrative policy. If unsuccessful, the Developer shall enter into an agreement with the City to acquire the necessary right-of-way or offsite easements and complete the improvements at such time the City acquires the right-of-way or offsite easements which will permit the improvements to be made. The developer shall be responsible for all costs associated with the right-of-way or easement acquisition. [GC 66462.5]

89. If improvements associated with this project are not initiated within two (2) years of the date of approval of the Public Improvement Agreement (PIA), the City Engineer may require that the engineer's estimate for improvements associated with the project be modified to reflect current City construction costs in effect at the time of request for an extension of time for the PIA or issuance of a permit. [MC

9.14.210(B)(C)]
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Packet Pg. 3487 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

90. The developer shall protect downstream properties from damage caused by alteration of drainage patterns (i.e. concentration or diversion of flow, etc).

Protection shall be provided by constructing adequate drainage facilities, including, but not limited to, modifying existing facilities or by securing a drainage easement. [MC 9.14.110]

91. Public drainage easements, when required, shall be a minimum of 25 feet wide and shall be shown on the map and plan, and noted as follows: “Drainage Easement – no structures, obstructions, or encroachments by land fills are allowed.” In addition, the grade within the easement area shall not exceed a 3:1 (H:V) slope, unless approved by the City Engineer.

92. The maintenance responsibility of the proposed storm drain line shall be clearly identified. Unless otherwise noted on improvement plans, storm drain lines within private property will be privately maintained and those within public streets will be publicly maintained.

93. This project shall submit civil engineering design plans, reports and/or documents (prepared by a registered/licensed civil engineer) for review and approval by the City Engineer per the current submittal requirements, prior to the indicated threshold or as required by the City Engineer. The submittal consists of, but is not limited to, the following:
a. Parcel Map (recordation prior to building permit issuance); b. Rough grading w/ erosion control plan (prior to grading permit issuance); c. Precise grading w/ erosion control plan (prior to building permit issuance); d. Street improvement plan w/ Signing & Striping (prior to parcel map approval); e. RCFC&WCD storm drain plans (prior to parcel map approval); f. Cooperative Agreement between the City, RCFC&WCD and the developer (prior to RCFC&WCD storm drain plan approval);
g. Final drainage study (prior to rough grading plan and storm drain plan approval);
h. Final WQMP (prior to grading plan approval);
i. As-Built revision for all plans (prior to Occupancy release)

94. Water quality best management practices (BMPs) designed to meet Water Quality Management Plan (WQMP) requirements for single-family residential development shall not be used as a construction BMP. Water quality BMPs shall be maintained for the entire duration of the project construction and be used to treat runoff from those developed portions of the project. Water quality BMPs shall be protected from upstream construction related runoff by having proper best management practices in place and maintained. Water quality BMPs shall be graded per the approved design plans and once landscaping and irrigation has been installed, it and its maintenance shall be turned over to an established Homeowner’s F.1.y
Packet Pg. 3488 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

Association (HOA). The Homeowner’s Association shall enter into an agreement with the City for basin maintenance.

95. When any proposed private storm drain system connects to a public storm drain system, a storm drain manhole shall be placed at the right-of-way or property line to mark the beginning of the publicly maintained portion of the storm drain system.

Prior to Grading Plan Approval

96. Resolution of all drainage issues shall be as approved by the City Engineer.

97. A final detailed drainage study (prepared by a registered/licensed civil engineer) shall be submitted for review and approved by the City Engineer. The study shall include, but not be limited to: existing and proposed hydrologic conditions as well as hydraulic calculations for all drainage control devices and storm drain lines.

The study shall analyze 1, 3, 6 and 24-hour duration events for the 2, 5, 10 and 100-year storm events [MC 9.14.110(A.1)]. A digital (pdf) copy of the approved drainage study shall be submitted to the Land Development Division.

98. Emergency overflow areas shall be shown at all applicable drainage improvement locations in the event that the drainage improvement fails or exceeds full capacity . This may include, but not be limited to, secondary storm drains, riser inlets, concrete spillways, or redundancy in pump systems.

99. A final project-specific Water Quality Management Plan (WQMP) shall be submitted for review and approved by the City Engineer, which:
a. Addresses Site Design Best Management Practices (BMPs) such as minimizing impervious areas, maximizing permeability, minimizes directly connected impervious areas to the City’s street and storm drain systems, and conserves natural areas;
b. Incorporates Source Control BMPs and provides a detailed description of their implementation;
c. Describes the long-term operation and maintenance requirements for BMPs requiring maintenance; and
d. Describes the mechanism for funding the long-term operation and maintenance of the BMPs.

A copy of the final WQMP template can be obtained on the City’s Website or by contacting the Land Development Division. A digital (pdf) copy of the approved final project-specific Water Quality Management Plan (WQMP) shall be submitted to the Land Development Division.
100. The final project-specific Water Quality Management Plan (WQMP) shall be consistent with the approved P-WQMP, as well as in full conformance with the document: “Water Quality Management Plan - A Guidance Document for the Santa Ana Region of Riverside County” dated October 22, 2012. The F-WQMP shall be F.1.y
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CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

submitted and approved prior to application for and issuance of grading permits. At a minimum, the F-WQMP shall include the following: Site Design BMPs; Source Control BMPs, Treatment Control BMPs, Operation and Maintenance requirements for BMPs and sources of funding for BMP implementation. a. The Applicant has proposed to incorporate the use of two (2) modular wetland systems along the southerly project boundary and three (3) bio-retention swales along the northerly project boundary . Final design and sizing details of all BMPs must be provided in the first submittal of the F-WQMP. The Applicant acknowledges that more area than currently shown on the plans may be required to treat site runoff as required by the WQMP guidance document.
b. The Applicant shall substantiate the applicable Hydrologic Condition of Concerns (HCOC) in Section F of the F-WQMP. <The HCOC designates that the project will be required to provide HCOC mitigation..
c. All proposed LID BMP’s shall be designed in accordance with the RCFC&WCD’s Design Handbook for Low Impact Development Best Management Practices, dated September 2011.
d. The proposed LID BMP’s as identified in the project-specific P-WQMP shall be incorporated into the Final WQMP.
e. The NPDES notes per City Standard Drawing No. MVFE-350-0 shall be included in the grading plans.
f. Post-construction treatment control BMPs, once placed into operation for post-construction water quality control, shall not be used to treat runoff from construction sites or unstabilized areas of the site.
g. Prior to precise grading plan approval, the grading plan shall show any proposed trash enclosure to include a cover (roof) and sufficient size for dual bin (1 for trash and 1 for recyclables). The architecture shall be approved by the Planning Division and any structural approvals shall be made by the Building and Safety Division.
101. The developer shall ensure compliance with the City Grading ordinance, these Conditions of Approval and the following criteria:
a. The project street and lot grading shall be designed in a manner that perpetuates the existing natural drainage patterns with respect to tributary drainage area and outlet points. Unless otherwise approved by the City Engineer, lot lines shall be located at the top of slopes.
b. Any grading that creates cut or fill slopes adjacent to the street shall provide erosion control, sight distance control, and slope easements as approved by the City Engineer.
c. All improvement plans are substantially complete and appropriate clearance letters are provided to the City.
d. A soils/geotechnical report (addressing the soil’s stability and geological conditions of the site) shall be submitted to the Land Development Division for review. A digital (pdf) copy of the soils/geotechnical report shall be submitted to the Land Development Division.

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Packet Pg. 3490 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

102. Grading plans (prepared by a registered/licensed civil engineer) shall be submitted for review and approved by the City Engineer per the current submittal requirements.
103. The developer shall select Low Impact Development (LID) Best Management Practices (BMPs) designed per the latest version of the Water Quality Management Plan (WQMP) - a guidance document for the Santa Ana region of Riverside County. 104. The developer shall pay all remaining plan check fees. 105. The proposed private storm drain Line "E" on Parcel 2 shall connect to the existing public storm drain lateral crossing Alessandro Boulevard and connect to storm drain Line "E" located on APN 297-170-089. Storm drain manholes shall be placed at the point of connections (at right of way or property line) to mark the separation of the publicly maintained storm drain and privately maintained storm drain. 106. A Storm Water Pollution Prevention Plan (SWPPP) shall be prepared in conformance with the State’s current Construction Activities Storm Water General Permit. A copy of the current SWPPP shall be kept at the project site and be available for review upon request.
107. For projects that will result in discharges of storm water associated with construction with a soil disturbance of one or more acres of land, the developer shall submit a Notice of Intent (NOI) and obtain a Waste Discharger’s Identification number (WDID#) from the State Water Quality Control Board (SWQCB) which shall be noted on the grading plans.

Prior to Grading Permit
108. A receipt showing payment of the Area Drainage Plan (ADP) fee to Riverside County Flood Control and Water Conservation District shall be submitted. [MC

9.14.100(O)]
109. For non-subdivision projects, a copy of the Covenants, Conditions and Restrictions (CC&Rs) shall be submitted for review by the City Engineer. The CC&Rs shall include, but not be limited to, access easements, reciprocal access, private and/or public utility easements as may be relevant to the project. 110. If the developer chooses to construct the project in phases, a Construction Phasing Plan for the construction of on-site public or private improvements shall be submitted for review and approved by the City Engineer. 111. Prior to the payment of the Development Impact Fee (DIF), the developer may enter F.1.y
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CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

into a DIF Improvement Credit Agreement to secure credit for the construction of applicable improvements. If the developer fails to complete this agreement prior to the timing specified above, credits may not be given. The developer shall pay current DIF fees adopted by the City Council. [Ord. 695 § 1.1 (part), 2005] [MC

3.38.030, 040, 050]
112. A digital (pdf) copy of all approved grading plans shall be submitted to the Land Development Division.
113. Security, in the form of a cash deposit (preferable), bond or letter of credit shall be submitted as a guarantee of the implementation and maintenance of erosion control measures. At least twenty-five (25) percent of the required security shall be in the form of a cash deposit with the City. [MC 8.21.160(H)]
114. Security, in the form of a cash deposit (preferable), bond or letter of credit shall be submitted as a guarantee of the completion of the grading operations for the project. [MC 8.21.070]
115. The developer shall pay all applicable inspection fees. 116. Prior to the payment of the Transportation Uniform Mitigation Fee (TUMF), the developer may enter into a TUMF Improvement Credit Agreement to secure credit for the construction of applicable improvements. If the developer fails to complete this agreement by the timing specified above, credits may not be given. The developer shall pay current TUMF fees adopted by the City Council. [Ord. 835 § 2.1, 2012] [MC 3.44.060]
Prior to Map Approval
117. A copy of the Covenants, Conditions and Restrictions (CC&R's) shall be submitted for review and approved by the City Engineer. The CC&R's shall include, but not be limited to, access easements, reciprocal access, private and/or public utility easements as may be relevant to the project. Alternatively, access easements, reciprocal access, private and/or public utility easements may be submitted for review and approval by separate instruments that will be recorded once approved. 118. The developer shall enter into a Cooperative Agreement with the City and Riverside County Flood Control and Water Conservation District establishing the terms and conditions covering the inspection, operation and maintenance of Master Drainage Plan facilities required to be constructed as part of the project. 119. After recordation, a digital (pdf) copy of the recorded map shall be submitted to the Land Development Division.

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Packet Pg. 3492 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

120. Resolution of all drainage issues shall be as approved by the City Engineer. 121. A parcel map (prepared by a registered civil engineer and/or licensed surveyor) shall be submitted for review and approved by the City Engineer per the current submittal requirements.
122. The developer shall guarantee the completion of all related improvements required for this project by executing a Public Improvement Agreement (PIA) with the City and posting the required security. [MC 9.14.220]
123. All public improvement plans required for this project shall be approved by the City Engineer in order to execute the Public Improvement Agreement (PIA). 124. The developer shall comply with the requirements of the City Engineer based on recommendations of the Riverside County Flood Control District regarding the construction of County Master Plan Facilities.
125. All street dedications shall be free of all encumbrances, irrevocably offered to the public and shall continue in force until the City accepts or abandons such offers, unless otherwise approved by the City Engineer.

Prior to Improvement Plan Approval
126. The developer is required to bring any existing access ramps adjacent to and fronting the project to current ADA (Americans with Disabilities Act) requirements.

However, when work is required in an intersection that involves or impacts existing access ramps, all access ramps in that intersection shall be retrofitted to comply with current ADA requirements, unless otherwise approved by the City Engineer. 127. The developer shall submit clearances from all applicable agencies, and pay all applicable plan check fees.
128. The street improvement plans shall comply with current City policies, plans and applicable City standards (i.e. MVSI-160 series, etc.) throughout this project. 129. The design plan and profile shall be based upon a centerline, extending beyond the project boundaries a minimum distance of 300 feet at a grade and alignment approved by the City Engineer.
130. Drainage facilities (i.e. catch basins, etc.) with sump conditions shall be designed to convey the tributary 100-year storm flows. Secondary emergency escape shall also be provided.
131. The hydrology study shall be designed to accept and properly convey all off-site drainage flowing onto or through the site. In the event that the City Engineer permits F.1.y
Packet Pg. 3493 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120)

the use of streets for drainage purposes, the provisions of current City standards shall apply. Should the quantities exceed the street capacity or the use of streets be prohibited for drainage purposes, as in the case where one travel lane in each direction shall not be used for drainage conveyance for emergency vehicle access on streets classified as minor arterials and greater, the developer shall provide adequate facilities as approved by the City Engineer. [MC 9.14.110 A.2] 132. All public improvement plans (prepared by a licensed/registered civil engineer) shall be submitted for review and approved by the City Engineer per the current submittal requirements.
133. Any missing or deficient existing improvements along the project frontage within Alessandro Boulevard shall be constructed or secured for construction. The City Engineer may require the ultimate structural section for pavement to half-street width plus 18 feet or provide core test results confirming that the existing pavement section is per current City Standards; additional signing & striping to accommodate increased traffic imposed by the development, removal and replacement of improvements due to wear or damage from construction activity, or additional transitional improvements for the orderly development of pubic infrastructure.. 134. Storm drain improvement plans for Sunnymead Broadiaea Avenue Storm Drain Line "A" Extension, from Alessandro Boulevard to the existing Line "A" located on APN 297-170-089, shall be submitted for review and approval by the City and RCFC&WCD. This storm drain has been identified as a future RCFC&WCD maintained facility as shown on Drawing No. 4-888, Sheet 8A (Preliminary Alignment Study) and referenced as Stage 3 of that certain Cooperative Agreement recorded on July 12, 2016 as Document No. 2016-0289060. This project will be required to satisfy all RCFC&WCD requirements for the acceptance and maintenance by RCFC&WCD including, but not limited to, the following:
a. Enter into a Cooperative Agreement between the City, RCFC&WCD, and the developer;
b. Provide storm drain improvement plans of Stage 3 storm drain; c. Provide security for the construction of storm drain improvements; and d. Upon commencement of Stage 3 storm drain improvements and to the satisfaction of the City and RCFC&WCD, inspect, clean, repair, and maintain the existing portion of Line "A" (also referred to as Stage 2) from the current inlet at the northerly property line of APN 297-170-089 to the point of connection located within Broadiaea Avenue.

In the event that Stage 3 does not meet the requirements and satisfaction of RCFC&WCD to assume maintenance responsibility, the storm drain shall be privately owned and maintained by the property owner.

F.1.y
Packet Pg. 3494 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120)

135. For non-subdivision projects, all street dedications shall be free of encumbrances, irrevocably offered to the public and shall continue in force until the City accepts or abandons such offers, unless otherwise approved by the City Engineer. 136. The plans shall indicate any restrictions on trench repair pavement cuts to reflect the City’s moratorium on disturbing newly-constructed pavement less than three (3) years old and recently slurry sealed streets less than one (1) year old. Pavement cuts may be allowed for emergency repairs or as specifically approved in writing by the City Engineer. Special requirements shall be imposed for repaving, limits to be determined by the City Engineer.
137. All dry and wet utilities shall be shown on the plans and any crossings shall be potholed to determine actual location and elevation. Any conflicts shall be identified and addressed on the plans. The pothole survey data shall be submitted to Land Development with the public improvement plans for reference purposes only. The developer is responsible to coordinate with all affected utility companies and bear all costs of any utility relocation.
138. Alessandro Boulevard, Major Divided Arterial, City Standard MVSI-101A (134-foot RW / 110-foot CC) shall be constructed to half-width plus an additional 18 feet north of the centerline, along the entire project’s north frontage. At a minimum, the existing street shall receive a 1.5" grind and overlay (PG 64-16 ARHM-GG-C).

Pavement core samples will be required to determine the extent of pavement rehabilitation of the existing pavement which may include the removal and replacement of the entire structural section. All 4-foot right-of-way dedications at the driveway approaches, per City Standard MVSI-112C-0, shall be shown on the parcel map. Improvements shall consist of, but not be limited to, pavement, base, curb, gutter, sidewalk, driveway approaches, removal and replacement of existing storm drain and catch basins, any necessary offsite improvement transition/joins to existing, streetlights, relocation of any power poles with electrical lines of 115,000 volts or greater to meet an 18 inch minimum distance from the face of curb to the face of pole, undergrounding of any power poles with overhead utility lines or electrical lines less than 115,000 volts, and dry and wet utilities.

Prior to Encroachment Permit
139. A digital (pdf) copy of all approved improvement plans shall be submitted to the Land Development Division.
140. All applicable inspection fees shall be paid.
141. For non-subdivision projects, execution of a Public Improvement Agreement (PIA) and/or security (in the form of a cash deposit or other approved means) may be required as determined by the City Engineer. [MC 9.14.220] F.1.y
Packet Pg. 3495 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120)

142. The plans shall indicate any restrictions on trench repair pavement cuts to reflect the City’s moratorium on disturbing newly-constructed pavement less than three (3) years old and recently slurry sealed streets less than one (1) year old. Pavement cuts may be allowed for emergency repairs or as specifically approved in writing by the City Engineer. Special requirements shall be imposed for repaving, limits to be determined by the City Engineer.
143. Any work performed within public right-of-way requires an encroachment permit.

Prior to Occupancy
144. All outstanding fees shall be paid.
145. All required as-built plans (prepared by a registered/licensed civil engineer) shall be submitted for review and approved by the City Engineer per the current submittal requirements.
146. The final/precise grade certification shall be submitted for review and approved by the City Engineer.
147. For commercial, industrial and multi-family projects, in compliance with Proposition 218, the developer shall agree to approve the City of Moreno Valley NPDES Regulatory Rate Schedule that is in place at the time of certificate of occupancy issuance. Under the current permit for storm water activities required as part of the National Pollutant Discharge Elimination System (NPDES) as mandated by the Federal Clean Water Act, this project is subject to the following requirements:
a. Select one of the following options to meet the financial responsibility to provide storm water utilities services for the required continuous operation, maintenance, monitoring system evaluations and enhancements, remediation and/or replacement, all in accordance with Resolution No. 2002-46. i. Participate in the mail ballot proceeding in compliance with Proposition 218, for the Common Interest, Commercial, Industrial and Quasi-Public Use NPDES Regulatory Rate Schedule and pay all associated costs with the ballot process; or
ii. Establish an endowment to cover future City costs as specified in the Common Interest, Commercial, Industrial and Quasi-Public Use NPDES Regulatory Rate Schedule.
b. Notify the Special Districts Division of the intent to request building permits 90 days prior to their issuance and the financial option selected. The financial option selected shall be in place prior to the issuance of certificate of occupancy. [California Government Code & Municipal Code]
148. The developer shall complete all public improvements in conformance with current F.1.y
Packet Pg. 3496 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120)

City standards, except as noted in the Special Conditions, including but not limited to the following:
a. Street improvements including, but not limited to: pavement, base, curb and/or gutter, cross gutters, spandrel, sidewalks, drive approaches, pedestrian ramps, street lights (<MVU: SL-2 / SCE: LS-2>), signing, striping, under sidewalk drains, landscaping and irrigation, medians, pavement tapers/transitions and traffic control devices as appropriate.
b. Storm drain facilities including, but not limited to: storm drain pipe, storm drain laterals, open channels, catch basins and local depressions. c. City-owned utilities.
d. Sewer and water systems including, but not limited to: sanitary sewer, potable water and recycled water.
e. Under grounding of all existing and proposed utilities adjacent to and on-site. [MC 9.14.130]
f. Relocation of overhead electrical utility lines including, but not limited to:
electrical, cable and telephone.
149. All punch list work for off-site and on-site improvements shall be completed. 150. For commercial, industrial and multi-family projects, a Stormwater Treatment Device and Control Measure Access and Maintenance Covenant”, "Maintenance Agreement for Water Quality Improvements located in the public right-of-way" and a "Declaration of Restrictive Covenants (encroachment on City easement)" shall be recorded to provide public notice of the maintenance requirements to be implemented per the approved final project-specific WQMP. A boilerplate copy of the covenants and agreements can be obtained by contacting the Land Development Division.
151. The applicant shall ensure the following, pursuant to Section XII. I. of the 2010 NPDES Permit:
a. Field verification that structural Site Design, Source Control and Treatment Control BMPs are designed, constructed and functional in accordance with the approved Final Water Quality Management Plan (WQMP).
b. Certification of best management practices (BMPs) from a state licensed civil engineer. An original WQMP BMP Certification shall be submitted for review and approved by the City Engineer.
152. The Developer shall comply with the following water quality related items:
a. Notify the Land Development Division prior to construction and installation of all structural BMPs so that an inspection can be performed. b. Demonstrate that all structural BMPs described in the approved final project-specific WQMP have been constructed and installed in conformance with the approved plans and specifications;
c. Demonstrate that Developer is prepared to implement all non-structural BMPs F.1.y
Packet Pg. 3497 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120)

described in the approved final project-specific WQMP; and d. Demonstrate that an adequate number of copies of the approved final project-specific WQMP are available for future owners/occupants. e. Clean and repair the water quality BMP's, including re-grading to approved civil drawing if necessary.
f. Obtain approval and complete installation of the irrigation and landscaping.

Special Districts Division
153. This project is located within the boundary of Community Facilities District No. 4–Maintenance (CFD No. 4-M) and is subject to hydrology study determination based upon the final tentative parcel map. The project is conditioned to provide a funding source which will be used for maintenance of stormwater and detention basin improvements. The Developer shall satisfy the condition with one of the financing options outlined below.
a. In compliance with Proposition 218, the property owner shall agree to approve the special election for annexation into CFD No. 4-M and pay all associated costs with the special election process and formation costs, if any; or b. Establish an endowment fund which shall be used to cover future maintenance costs for storm water and detention basin improvements benefiting this project.

The Developer must notify the Special Districts Division at 951.413.3480 or at [email protected] of its selected financing option when submitting the application for building permit issuance. The option for participating in a special election requires 90 days to complete the special election process. This allows adequate time to be in compliance with the provisions of Article 13C of the California Constitution.

The financial option selected shall be in place prior to the first issuance of certificate of occupancy for this project.
154. MAJOR INFRASTRUCTURE FINANCING DISTRICT. This project has been identified to potentially be included in the formation of a special financing district for the construction and maintenance of major infrastructure improvements which may include but are not limited to thoroughfares, bridges, and certain flood control improvements. The property owner(s) shall participate in such district and pay any special tax, assessment, or fee levied upon the project property for such district. At the time of the public hearing to consider formation of or annexation into the district, the qualified elector(s) will not protest the formation or annexation, but will retain the right to object to any eventual tax/assessment/fee that is not equitable should the financial burden of the tax/assessment/fee not be reasonably proportionate to the F.1.y
Packet Pg. 3498 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

benefit the affected property obtains from the improvements to be installed and/or maintained. The Developer must notify the Special Districts Division at 951.413.3480 or at [email protected] when submitting an application for the first building permit to determine whether the development will be subjected to this condition. If subject to the condition, the special election requires a minimum 90-day process in compliance with the provisions of Article 13C of the California Constitution.
155. The parcel(s) associated with this project have been incorporated into the Moreno Valley Community Services District Zone A (Parks & Community Services) and Zone C (Arterial Street Lighting). All assessable parcels therein shall be subject to annual parcel taxes for Zone A and Zone C for operations and capital improvements.
156. This project is conditioned to provide a funding source for the operation and maintenance of public improvements and/or services associated with new development in that territory. The Developer shall satisfy this condition with one of the options below.
a. Participate in a special election for maintenance/services and pay all associated costs of the election process and formation, if any. Financing may be structured through a Community Facilities District, Landscape and Lighting Maintenance District, or other financing structure as determined by the City; or b. Establish an endowment fund to cover the future maintenance and/or service costs.

The Developer must notify the Special Districts Division at 951.413.3480 or at [email protected] of its selected financial option prior to City Council action authorizing recordation of the final map for the development. A minimum of 90 days is needed to complete the special election process. This allows adequate time to be in compliance with the provisions of Article 13C of the California Constitution for conducting a special election.

The financial option selected shall be in place prior to the issuance of the first building permit for the project.
157. This project is conditioned to provide a funding source for the following special financing program(s):
a. Landscape Maintenance Services for parkway, open space, and/or median landscaping on Alessandro Blvd.

The Developer’s responsibility is to provide a funding source for the capital F.1.y
Packet Pg. 3499 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)

improvements and the continued maintenance of the landscaped area. The Developer shall satisfy this condition with one of the options below. i. Participate in a special election (mail ballot proceeding) and pay all associated costs of the special election and formation, if any. Financing may be structured through a Community Services District zone, Community Facilities District, Landscape and Lighting Maintenance District, or other financing structure as determined by the City; or
ii. Establish a Property Owner’s Association (POA) or Home Owner’s Association (HOA) which will be responsible for any and all operation and maintenance costs.

The Developer must notify the Special Districts Division at 951.413.3480 or at [email protected] of its selected financial option prior to City Council action authorizing recordation of the final map for the development. The option for participating in a special election requires approximately 90 days to complete the special election process. This allows adequate time to be in compliance with the provisions of Article 13C of the California Constitution for conducting a special election.

The financial option selected shall be in place prior to the issuance of the first building permit for this project.
158. Commercial (R) If Land Development, a Division of the Public Works Department, requires this project to supply a funding source necessary to provide for, but not limited to, stormwater utilities services for the continuous operation, remediation and/or replacement, maintenance, monitoring, systems evaluation and enhancements of on-site facilities and performing annual inspections of the affected areas to ensure compliance with state mandated stormwater regulations, a funding source needs to be established. The Developer must notify the Special Districts Division at 951.413.3480 or [email protected] of its selected financial option for the National Pollution Discharge Elimination System (NPDES) program (see Land Development’s related condition) 90 days prior to City Council action authorizing recordation of the final map for the development and participate in a special election process. This allows adequate time to be in compliance with the provisions of Article 13D of the California Constitution. (California Health and Safety Code Sections 5473 through 5473.8 (Ord. 708 Section 3.1, 2006) & City of Moreno Valley Municipal Code Title 3, Section 3.50.050.) 159. This project has been identified to be included in the formation of a Community Facilities District for Public Safety services including but not limited to Police, Fire Protection, Paramedic Services, Park Rangers, and Animal Control services. The property owner(s) shall not protest the formation; however, they retain the right to F.1.y
Packet Pg. 3500 Attachment: Exhibit A to Resolution for Tentative Parcel Map 37944 - Conditions of Approval (5554 : PEN20-0118-0119, PEN20-0122 and PEN

CONDITIONS OF APPROVAL
(PEN20-0120, PEN20-0121 & PEN20-0124)